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Item I12
I12 BOARD OF COUNTY COMMISSIONERS COUNTY of MONROE �� i Mayor Holly Merrill Raschein,District 5 The Florida Keys Mayor Pro Tern James K.Scholl,District 3 Craig Cates,District 1 Michelle Lincoln,District 2 ' David Rice,District 4 Board of County Commissioners Meeting October 16, 2024 Agenda Item Number: I12 2023-3119 BULK ITEM: No DEPARTMENT: Airports TIME APPROXIMATE: STAFF CONTACT: Richard Strickland N/A AGENDA ITEM WORDING: Approval to waive minor bid irregularities and omission of a form, and award bid and execute contract with the lowest bidder, Marino Construction Group (MCG), in the amount of$1,473,006.00 for construction of the Key West International Airport Noise Insulation Program (NIP) Group 1. The FAA grant for this project is also on the October 16, 2024 agenda. All project costs will be funded with FAA Grant#37-080 (90%) and Airport Operating Fund 404 (10%). ITEM BACKGROUND: The Bid Documents included fourteen (14) homes structured as follows: the Base Bid included eight(8) homes; Additive Bid Items included six (6) additional homes, as well as Unit Prices for additional materials and labor as needed. The Lowest Responsible Bidder will be determined from the Total Base Bid. The contract will be awarded in the amount of the Total Base Bid plus selected Additive Bid Items. The Additive Bid Items were listed in a pre-determined order of preference with the most- preferred Additive Bid Item being Additive Bid No. 1. The County shall award Additive Bid Items to the Base Bid such that the Contract Amount recommended for award shall be reflective of the available Local and Federal Funding at the time of award. On May 31, 2024, the County Purchasing Department received and opened two (2) bids for the project (Base Bid plus 8 Additive Bid Items). FAA Grant funding is sufficient to include the Base Bid plus Additive Bid Items 1 through 3. Additive Bid Items 4 through 8 are being deferred pending future grant funding. The Base Bids were as follows: Marino Construction Group (MCG) in the amount of$1,065,473.00; Strong Tower Construction in the amount of$1,088,665.94. Marino Construction Group is the recommended low bidder. The Base Bids plus Additive Bid Items 1 — 3 are as follows: Marino Construction Group in the amount of$1,473,006.00, Strong Tower Construction in the amount of 3397 $1,437,521.84. There were a few minor irregularities and omission of two (2) forms that were to be submitted in MCG's Bid Proposal, which MCG later provided upon request. The irregularities included incomplete documentation of qualifications and incorrect completion of one form. MCG's Bid Proposal did not clearly demonstrate that they met the minimum qualifications described in the Bid Documents. However, based on their history of extensive substantial projects within Monroe County, the Department of Airports is confident they can perform the scope of work required to successfully complete this project. MCG was unable to meet the airport's established triennial race-neutral goal of 19.97% for the utilization of DBEs on all federally funded contracts. MCG's total DBE percentage on this project will be 0% of the contract bid. Since MCG was unable to meet the 19.97% goal, they were required to provide documentation of their good faith effort to meet this goal, and they did so. The objective of this project is to reduce interior noise levels generated by exterior aircraft operations for neighboring residents whose homes qualify for the FAA-approved Noise Insulation Program. Qualification is based on the FAA-approved 14 CFR Part 150 Noise Compatibility Program and associated Noise Exposure Map, and pursuant to AIP Handbook Appendix R and other related federal requirements. PREVIOUS RELEVANT BOCC ACTION: On January 31, 2024, the BOCC granted approval to advertise the bid solicitation. On May 15, 2024, the BOCC granted approval to reject the bid received from Florida Keys Contractors and re-advertise the bid solicitation. INSURANCE REQUIRED: Yes CONTRACT/AGREEMENT CHANGES: New Contract. STAFF RECOMMENDATION: Approval. DOCUMENTATION: Bid Tablatio .pdf Bid Documents Volume 1 of 4.pdf Bid Documents Volume 2 of 4.pdf Bid Documents Volume 3 of 4.pdf Bid Documents Volume 4 of 4.pdf Marino Construction Group Contract.pdf 3398 FINANCIAL IMPACT: Total Dollar Value of Contract: $1,473,006.00 (Airport Match $147,300.60) Total Cost to County: 0 Budgeted: Yes Source of Funds: FAA Grant#37-080 (90%) and Airport Operating Fund 404 (10%) 3399 0 LL 4- 0 O LO to 6 u IL to %n 00 IL ❑ U) O LU O Lrl uj c rL Do L. U uj ca 0 LU oG > < rL IL %n IL W Co z CD 0 to z Uj LLI Z I.- LU < z R U) CL Cn CD U) z LLI z ❑ 0 "Zo LU Iq CD L) z cn CD cl; u CD u _j UJ U) c!) Qo LO > uj w Qo (D w w U CD CD > U) rL ❑ L) VZ r: 0 ❑ art 64 DO L- a. z 0 LU u ctv (L IL > tn 0 z 0 ~ u rL rL .%n cn z Q. 0 O uj cn U') u ® 0 in 0 :3 u z C a %n U') CY) L- 0 0 cn L. in ujo. C r_ 0 U) 0 C M uj U) to > YL) LE > LJ _0 z Lij aLU P n :3 co U') 0 ra) CL Y c) > 0 CO 3400 Key West International Airport Noise Insulation Program Group 1 Volume 1 of 4 Bidding and Contract Requirements KeyWest � m uuuuuuuuuuuui"""'i i � �uu� u International Airport Prepared for: THE MONROE COUNTY BOARD OF COUNTY COMMISSIONERS Holly Merrill Raschein, District 5 Mayor Jim Scholl, District 3 Mayor Pro-Tem Craig Cates, District 1 Commissioner Michelle Lincoln, District 2 Commissioner David Rice, District 4 Commissioner Prepared by: ON •jaco s Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Gardens, FL 33418 In Association with: Deborah Murphy Lagos &Associates, LLC The Sun Group, Inc. Jones & Conde, LLC AirQuest Environmental, Inc. Revised May 2024 3401 Key West International Airport Noise Insulation Program Group 1 TABLE OF CONTENTS -VOLUME 1 of 4 BID & CONTRACT REQUIREMENTS Division I —Bid Documents Division II -Contract Division III -General Provisions Division IV-Special Provisions TABLE OF CONTENTS 3402 DIVISION I BID DOCUMENTS 3403 DIVISION I BID DOCUMENTS SECTION A - NOTICE OF REQUEST FOR COMPETITIVE SOLICITATIONS ....................... 1-1 SECTION B - INSTRUCTIONS TO BIDDERS......................................................................... 1-3 SECTION C - PROPOSAL AND SCHEDULE OF BID ITEMS................................................1-12 ATTACHMENT "A" - SCHEDULE OF BID ITEMS.........................................1-16 SECTION D - BID BOND........................................................................................................1-18 SECTION E - DRUG-FREE WORK PLACE ...........................................................................1-19 SECTION F - PRIME BIDDER'S MINIMUM REQUIREMENTS AND STATEMENT OF QUALIFICATIONS ..........................................................................................1-20 SECTION G - DISCLOSURE OF LOBBYING ACTIVITIES....................................................1-29 SECTION H -ACKNOWLEDGMENT OF RECEIPT OF ADDENDA ......................................1-30 SECTION I - DISADVANTAGED BUSINESS ENTERPRISE PROGRAM..............................1-31 ATTACHMENT "1" - DBE ASSURANCE FORM ...........................................1-32 ATTACHMENT "2" - LETTER OF INTENT....................................................1-33 SECTION J - BIDDER'S AFFIDAVIT IN COMPLIANCE WITH THE FLORIDA TRENCH SAFETY ACT..........................................................1-34 SECTION K - PUBLIC ENTITY CRIME STATEMENT............................................................1-36 SECTION L - SWORN STATEMENT UNDER ORDINANCE NO. 10-1990 MONROE COUNTY, FLORIDA ETHICS CLAUSE ..........................................1-37 SECTION M - CERTIFICATION OF NONSEGREGATED FACILITIES..................................1-38 SECTION N - FEDERAL WAGES DECISION (DAVIS BACON)............................................1-39 SECTION O - CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY, AND VOLUNTARY EXCLUSION -49 CFR PART 29............1-44 SECTION P - NON-COLLUSION AFFIDAVIT........................................................................1-45 SECTION Q - LIST OF SUBCONTRACTORS AND MANUFACTURERS.............................1-47 SECTION R-VENDOR CERTIFICATION REGARDING SCRUTINIZED COMPANIES LISTS ...............................................................1-49 BID DOCUMENTS 3404 SECTION S -CERTIFICATE OF COMPLIANE WITH BUY AMERICAN PREFERENCE......I-51 SECTION T-CERTIFICATE OF OFFEROR/BIDDER RE TAX DELINQUENCY AND FELONY CONVICTIONS.......................................................................................................................I-53 SECTION U - INSURANCE AGENT'S STATEMENT/ BIDDER'S STATEMENT ON INSURANCE ..........................................................................................................................I-54 APPENDIX A - ELECTRONIC BID FORM.............................................................................I-55 BID DOCUMENTS 3405 Key West International Airport Noise Insulation Program Group 1 SECTION A NOTICE OF REQUEST FOR COMPETITIVE SOLICITATIONS NOTICE IS HEREBY GIVEN that on Friday, May 31, 2024, at 3:00 P.M., the Monroe County Purchasing Office will receive and open sealed responses for the following: KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM GROUP 1 Monroe County, Florida Pursuant to F.S. § 50.0211(3)(a), all published competitive solicitation notices can be viewed at: www.floridangLLgn2tices.com, a searchable Statewide repository for all published legal notices. Requirements for submission and the selection criteria may be requested from the County's electronic bidding platform at htts://monroecounty- fl.bonfirehub.com OR www.monroecounty-fl.gov/BonfireBids. The Public Record is available upon request. Monroe County Purchasing Department receives bids via the Bonfire electronic bidding platform. Please do not e m a i 1 , mail, or attempt to deliver in person any sealed bids. Emailed/mailed/physically delivered bids/proposals/responses WILL NOT be accepted. The Monroe County Purchasing Department hereby directs that bids be submitted via the Bonfire electronic bidding platform at https://monroecounty-fl.bonfirehub.com, no later than 3:00 P.M. on May 31, 2024. There is no cost to the bidder to use the Bonfire platform. Please do not submit your confidential financial information as part of your proposal. There are separate uploads for each set of documents, including confidential financial information. All proposals will be made public on the platform after an intended decision or 30 days, whichever is earlier, unless the bids/proposals are rejected in accordance with F.S. 119.071. If your proposal document includes financial information, that information will not be considered confidential and will be available and viewable to the public in accordance with public records law. The bid opening for this solicitation will be held virtually, via the internet, at 3:00 P.M., on Friday, May 31, 2024. You may call in by phone or internet using the following: Join Zoom Meeting https://mcbocc.zoom.us/i/4509326156 Meeting ID: 4509326156 One tap mobile: +16465189805„4509326156# US (New York) +16699006833„4509326156# US (San Jose) Dial by your location: +1 646 518 9805 US (New York) +1 669 900 6833 US (San Jose) BID DOCUMENTS 1-1 3406 Key West International Airport Noise Insulation Program Group 1 Publication Dates Keys Citizen: Thur., 05-16-2024 Keys Weekly: Thur., 05-16-2024 Barometer: Fri., 05-17-2024 BID DOCUMENTS 1-2 3407 Key West International Airport Noise Insulation Program Group 1 SECTION B INSTRUCTIONS TO BIDDERS PRE-BID CONFERENCE AND SITE VISIT: Due to the accelerated bidding timeline, a mandatory Pre-Bid Conference will not be held for this project. If Bidders seek to access any particular address to assess existing conditions prior to the bid, a request should be made in writing to Deborah Murphy Lagos, Airport Noise Program Coordinator, via email at deborah.murphy.lagos(a-)amail.com. CONTENTS OF CONTRACT DOCUMENTS: Proposal forms are contained in these Contract Documents. 1. EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF WORK: The Bidder shall examine carefully the site of the work and the Contract Documents, and he/she shall investigate and satisfy himself/herself as to the conditions to be encountered, as to the character, quality and quantity of work to be performed and materials to be furnished and as to the requirements of the Contract. Bidders shall familiarize themselves with all federal and state laws, local ordinances, and regulations which may in any manner affect the work or its prosecution. The filing of a Proposal shall be presumptive evidence that the Bidder has complied with these requirements. 2. INTERPRETATION, CLARIFICATIONS, AND ADDENDA: If any person contemplating submitting a Bid for the proposed contract is in doubt as to the meaning of any part of the proposed Contract Documents, he/she may submit a written request for an interpretation of the proposed documents to Deborah Murphy Lagos,Airport Noise Program Coordinator, via email at deborah.murphy.lagos(a-)amail.com. No oral interpretations will be made to any Bidder/Respondent as to the meaning of the contract documents. Any inquiry or request for interpretation received seven (7) business days prior to the date fixed for opening of responses will be given consideration.A summary of questions received, and answers provided will be made in writing in the form of an addendum and, if issued, shall be posted on the County's electronic bidding platform and a notification will be furnished to all known prospective Respondents listed as plan holders prior to the established response opening date. It shall be the Respondents sole responsibility thereafter to download the Addendum. Each Respondent shall acknowledge receipt of such Addenda in the space provided therefore in the proposal form. In case any Respondent fails to acknowledge receipt of such Addenda or Addendum, his/her proposal will nevertheless be construed as though it had been received and acknowledged and the submission of his/her proposal will constitute acknowledgment of the receipt of same. All Addenda are a part of the Bid Documents, and each Respondent will be bound by such Addenda, whether or not received by the Bidder. It is the responsibility of each Respondent to verify that he/she has received all Addenda issued before proposals are opened. BID DOCUMENTS 1-3 3408 Key West International Airport Noise Insulation Program Group 1 3. ADDENDA: Any Addenda issued during the preparation of bids shall be included in the Proposal and shall become a part of the Contract Documents. Subcontractor's attention must be called to these changes as well as to the effect Addenda may have on their work. 4. PREPARATION OF PROPOSAL: Proposals shall be submitted on the Proposal Form contained in these Contract Documents. Each blank space in the Proposal Form shall be filled in correctly and the Bidder shall state the price for which he/she proposes to do the work written in ink. The Bidder will be responsible for all errors or omissions in his/her Proposal. Each Bidder shall sign his/her Proposal correctly in ink. If the Bidder is an individual, his/her name and post office address must be shown. If a firm or partnership, the name and post office address of each member of the firm or partnership must be shown. If a corporation, the Proposal must designate the state under the laws of which the corporation is chartered, the names, titles and business addresses of its officers and the one signing the Proposal as agent of the firm or corporation must furnish legal evidence that he/she has authority to such signature and that such signature is binding upon the firm or corporation. On the Proposal Form (Schedule of Bid Item sheets), the Bidder shall complete all lines in the schedule with figures. Leaving blanks or filling in zeros will result in the Bid being considered unresponsive. In the Unit Price Item table, the Bidder shall write in a unit price and in figures the product (extension) of the unit price and quantity in the appropriate column for each Bid Item exclusive of those items for which a fixed contract unit price and extension are shown. After all extensions are made, the Bidder shall total the extended amounts of the bid items and show his/her total of the extended amounts of the Bid Items and show his/her total bid amount in the appropriate place on the Proposal Form. All figures shall be legibly shown in ink or typed. Any interlineation, erasure or other alteration of a figure shall be initialed by the signer of the Proposal. The Bidder will check the extension of each item given in the Proposal and correct all errors and discrepancies. In case of a discrepancy between a unit bid price and the extension amount, the unit price will govern. In case of discrepancy between the unit price in words and figures, the words shall govern. The sum of the correct extension amounts will be the contract bid price. 5. ADDITIVE BIDS: Where additive bids are provided in the plans and proposal, the Bidder shall enter prices for the Additive Bid Items. Additive Bids are work items that Monroe County would like to include in the Project depending upon base bid prices and the availability of federal, state, and local funding. 6. REJECTION OF PROPOSALS: Proposals may be rejected if they show any alteration of form, additions not called for, conditional or alternate bids or irregularities of any kind. Proposals in which prices are obviously unbalanced may be rejected. Proposals may be rejected if the Bidder does not meet the requirements of "Section F. Prime Bidder Minimum Requirements." Monroe County reserves the right to reject any or all bids and to waive technical errors and irregularities in any Bid as may be deemed in the best interest of the County. BID DOCUMENTS 1-4 3409 Key West International Airport Noise Insulation Program Group 1 7. BID PRICE AND BID BOND: The price bid shall cover the cost of furnishing of all permits, materials, tools, labor, transportation, local, state, and federal taxes, Old Age Benefits, Social Security, services, and equipment necessary to perform the work in full conformity with the Contract Documents. Bid price shall be valid for 160 days. A Bid Bond in the form of a cashier's check, certified check, or surety bond in the amount of not less than five percent (5%) of the total amount of the Bid submitted shall accompany each Proposal. The total amount of the Bid shall include the Total Base Bid plus all Additive Bid Items. The Bid Bond shall be made payable to Monroe County Board of County Commissioners. No Bid Bond will be required if the contract amount is less than $150,000.00. 8. PRE-QUALIFICATION OF BIDDERS: No proposal will be considered from any contractor unless the Bidder is licensed to perform the proposed scope of work in the State of Florida and is properly qualified to submit a proposal for this construction in accordance with all applicable laws of the State of Florida. Bidder shall submit the Statement of Qualifications, consisting of statements that ensure the Bidder meet minimum qualifications. (See General Provisions 20-02 and Section F "Prime Bidder Minimum Qualifications.") 9. AWARD OF CONTRACT: The award of the contract, should it be awarded, will be made by Monroe County to the lowest responsible bidder whose Proposal meets the requirements thereof. The award, if made, will be made within one hundred and sixty (160) days after opening of the Proposal but no award will be made until the responsibility of the Bidder to whom it is proposed to award the contract has been investigated. Notice of award will be mailed by Monroe County to the successful bidder at the address stated in his/her Proposal. Any Bidder/Respondent/Proposer who claims to be adversely affected by the decision or intended decision to award a contract shall submit in writing a notice of protest which must be received by the County within seventy-two (72) hours or three (3) business days, whichever is greater, after the posting of the notice of decision or intended decision on the County's electronic bidding platform or posting of the Notice of Decision or Intended Decision on the Monroe County Board of County Commissioner' agenda, Whichever occurs first. Additionally, a formal written protest must be submitted in writing and must be received by the County Attorney's Office seventy-two (72) hours or three (3) business days prior to the Board of County Commissioner's meeting date in which the award of contract by the Board of County Commissioners will be heard. The only opportunity to address protest claims is before the BOCC at the designated public meeting in which the agenda item awarding the contract is heard. In accordance with the Rules of Debate as set forth in the Monroe County Board of County Commissioners Administrative Procedures, the Bidder/Respondent/Proposer that filed the protest is responsible for providing the Clerk with his/her name and residence prior to the agenda item to award the contract being called in order to preserve their opportunity to be heard on this matter. An individual has three (3) minutes to address the Commission and a person representing an organization has five (5) minutes to address the Commission. The BOCC decision to award the contract is final and at their sole BID DOCUMENTS 1-5 3410 Key West International Airport Noise Insulation Program Group 1 discretion. Failure to timely protest within the times prescribed herein shall constitute a waiver of the ability to protest the award of contract, unless it is determined that it is in the best interest of the County to do so. 10. RETURN OF BID BOND: All Bid Bonds, except those of the two lowest qualified Bidders, will be returned promptly after the tabulation of the Bids has been made, and in no case will a Bid Bond be held longer than ninety (90) days without the Bidder's written consent. 11. EXECUTION OF CONTRACT: The successful Bidder will be required to execute the contract and furnish bond within fifteen (15) days of date of notice to award. In the case of a corporation, the officer or agent to execute the Contract must be designated in a power of attorney executed by the Board of Directors and duly certified by the Secretary and bearing the seal of the corporation. When the successful Bidder is a partnership, the power of attorney designating one member of the firm to execute the Contract shall be filed with Monroe County. Such power of attorney must bear the signature of the other members of the firm and must be executed before a notary. Any officer or agent signing on behalf of the surety company bonding the Contractor will be required to file a power of attorney with the bond executed and will be required to affix the seal of the surety to said bond. 12. FAILURE TO EXECUTE CONTRACT: Should the successful Bidder fail or refuse to execute the Contract and furnish satisfactory bond within fifteen (15) days after notice of award has been issued by the Owner, the bond filed with the Proposal shall become the property of Monroe County. At its option, Monroe County may then annul the award and award the Contract to the next lowest responsible Bidder or reject all Proposals and re-advertise. 13. CONTRACT TIME: The Contractor shall begin work after receipt of the Notice to Proceed in accordance with Paragraphs 80-02 and 80-03 of the General Provisions and Special Provisions No. 2 and No. 3 and shall fully complete performance within Two Hundred and Thirty-Five (235) calendar days of initial Notice to Proceed. If the Contractor does not comply with the contract time, then liquidated damages will apply pursuant to Special Provisions No. 2 and 3. 14. CONTRACT CLOSE-OUT: Subsequent to the final acceptance of this Project by Monroe County, the requirements of Special Provision No. 1, Section 24 "Project Documentation" Subsection H. "Prerequisites to Substantial Completion" must be satisfied. BID DOCUMENTS 1-6 3411 Key West International Airport Noise Insulation Program Group 1 15. BID PROPOSAL SUBMISSION: The Bid Proposal submitted for the work included in this project shall include the following fully executed documents: A. Bid Proposal (Section C) B. Schedule of Bid Items (Section C, Attachment"A") C. Electronic Bid Sheets (Appendix A) D. Bid Bond (Section D) E. Drug-Free Work Place Form (Section E) F. Prime Bidder Statement of Qualifications (Section F) G. Disclosure of Lobbying Activities (Section G) H. Acknowledgment of Receipt of Addenda (Section H) I. Disadvantaged Business Enterprise Program (Section 1) a. List of DBE Subcontractors b. DBE Assurance Form "Attachment 1" c. DBE Letter of Intent"Attachment 2" J. Bidder's Affidavit in Compliance with the Florida Trench Safety Act (Section J) K. Public Entity Crime Statement (Section K) L. Sworn Statement Under Ordinance No. 10-1990, Monroe County (Ethics Clause) (Section L) M. Certification of Non-Segregated Facilities (Section M) N. Federal Wage Decision (Section N) O. Certification Regarding Debarment, Suspension, Ineligibility, and Voluntary Exclusion-49 CFR Part 29 (Section O) P. Non-Collusion Affidavit (Section P) Q. List of Subcontractors and Manufacturers (Section Q) R. Vendor Certification Regarding Scrutinized Companies Lists (Section R) S. Certificate of Compliance with FAA Buy American Preference (Section S) T. Certification of Offeror/Bidder Regarding Tax Delinquency and Felony Convictions (Section T) U. Insurance Agent's Statement - Bidder's Statement on Insurance (Section U) V. Contractor's State and Local Licenses and Certifications for Bidder and all Subcontractors BID DOCUMENTS 1-7 3412 Key West International Airport Noise Insulation Program Group 1 16. MARKING AND ELECTRONIC BID SUBMITTAL: Monroe County Purchasing Department receives Bids via the Bonfire electronic bidding platform. Please do not e m a i 1 , mail, or attempt to deliver in person any sealed bids. Emailed/mailed/physically delivered bids/proposals/responses WILL NOT be accepted. The Monroe County Purchasing Department hereby directs that Bids be submitted via the Bonfire electronic bidding platform at https://monroecounty-fl.bonfirehub.com, no later than 3:00 P.M. on May 31, 2024. There is no cost to the Bidder to use the Bonfire platform. Please do not submit your confidential financial information as part of your Proposal. There are separate uploads for each set of documents, including confidential financial information. All Proposals will be made public on the platform after an intended decision or 30 days, whichever is earlier, unless the Bids/Proposals are rejected in accordance with F.S. 119.071. If your Proposal document includes financial information, that information will not be considered confidential and will be available and viewable to the public in accordance with public records law. WITHDRAWAL OF BIDS: Bids may be withdrawn on written or telegraphic request received from Bidders prior to the time fixed for opening. Negligence on the part of the Bidder in preparing the Bid confers no right for the withdrawal of the Bid after it has been opened. 17. BID OPENING: The bid opening for this solicitation will be held virtually, via the internet, at 3:00 P.M., on May 31, 2024. You may call in by phone or internet using the following: Join Zoom Meeting htti)s://mcbocc.zoom.us/i/4509326156 Meeting ID: 4509326156 One tap mobile: +16465189805„4509326156# US (New York) +16699006833„4509326156# US (San Jose) Dial by your location: +1 646 518 9805 US (New York) +1 669 900 6833 US (San Jose) 18. BIDDERS INTERESTED IN MORE THAN ONE BID: If more than one Bid for each contract is offered by any one party, by or in the name of his/her or their clerk, partner, or other person, all such Bids may be rejected. A party who has quoted prices on materials to Bidders is not thereby disqualified from quoting prices to other Bidders or from submitting a Bid directly for the materials of work. 19. ERRORS IN BID: Bidders or their authorized agents are expected to examine the maps, drawings, specifications, BID DOCUMENTS 1-8 3413 Key West International Airport Noise Insulation Program Group 1 and all other instructions pertaining to the work, which will be open to their inspection. Failure to do so will be at the Bidder's own risk and he/she cannot secure relief on the plea of error in the Bid. In case of error in the extension of prices, the unit price will govern. 20. CONTRACT AND BOND: The Bidder to whom award is made must, when required, enter into written contract on the standard form as set out herein with satisfactory security in the amount required, within the period specified or, if no period is specified,within ten (10) days after the prescribed forms are presented to him/her for signature. 21. COLLUSION If there is any reason for believing that collusion exists among the Bidders, any or all Proposals may be rejected and those participating in such collusion may be barred from submitting Bids on the same or other work. 22. SUBLETTING OR ASSIGNING OF CONTRACT: (a) Limitations: The Contractor shall not sublet, assign, transfer, convey, sell or otherwise dispose of any portion of the contract, his/her right, title or interest therein, or his/her power to execute such contract, to any person, firm or corporation without written consent of Monroe County and such written consent shall not be construed to relieve the Contractor of any responsibility for the fulfillment of the contract. (b) Subcontractor's Status: A Subcontractor shall be recognized only in the capacity of an employee or agent of the Contractor and the Contractor will be responsible to Monroe County for all of the Subcontractor's work, including failures or omissions and his/her removal may be required by the NIP Program Manager, as in the case of any employee. 23. PERMITS: The County cautions Bidders that the Contractor shall also be responsible for the permit fees of any city, state or federal agency having permitting jurisdiction over the project. The cost of permits shall be included in the Bid. 24. PRE-SUBMITTALS: Pre-submittal of data on various equipment, if required in the Proposal, shall be made by the Bidder and approval obtained from the NIP Program Manager. This approved list shall be the actual equipment used in the construction of this Project if the contract is awarded on the Bid. 25. SHOP DRAWINGS: Shop drawings will be reviewed by the NIP Program Manager for general conformance in accordance with the contract documents. The Contractor shall check all shop drawings in detail and stamp with his/her approval prior to submittal to the NIP Program Manager. The NIP Program Manager's review of shop drawings shall not relieve the Contractor from his/her BID DOCUMENTS 1-9 3414 Key West International Airport Noise Insulation Program Group 1 responsibility for any deviations from the requirements of the Contract Documents. Contractor shall submit five (5) copies of shop drawings to the NIP Program Manager for approval. 26. FLORIDA TRENCH SAFETY ACT: In accordance with the provisions of the Florida Trench Safety Act, if applicable, the Bidder shall indicate in his/her bid his/her cost of compliance with the requirements of the Florida Trench Safety Act and shall also complete and properly execute the Bidder's Affidavit in compliance with the provisions of the Florida Trench Safety Act (Sections 553.60-553-64, Florida Statutes). 27. SCHEDULE OF WORK: Contractor shall coordinate work items that may overlap with other work being performed by other contractors. Each Bidder shall take this into account and no provision for re-mobilization or re- negotiation for time delay can be made. Depending on the Bids received, certain quantities may be increased or decreased, and no provision shall be made for re-negotiation (see Division I, General Provisions, Section 40, for further information). 28. PROJECT FUNDING: Work included in this project will be paid by funds from Monroe County and the Federal Aviation Administration (FAA). 29. DISADVANTAGED BUSINESS ENTERPRISES (DBE) GOALS: For the FY2023-2025, the Key West International Airport has established a triennial race-neutral goal of 19.97% for the utilization of DBEs on all federally funded contracts. Bidders may meet this goal by being a certified DBE under the Florida Unified Certification Program (FUCP) or by subcontracting a portion of the work to a DBE certified under FUCP. The FUCP DBE Directory is available on-line at FUCP DBE Directory. Any Bidder that is unable to meet this goal will be required to provide documentation of its good faith effort to meet this goal. Examples of good faith efforts are contained in Appendix A to 49 CFR Part 26 (available on-line at: htti)://www.ecfr.ciov). Should a DBE Contractor or any Subcontractors be used on this Contract, the Contractor's and/or Subcontractor's name, address, type of work performed, and contract and/or subcontract amount shall be reported as part of the project close-out documentation submitted with the information requested in Special Provision No. 1, Section 24, "Project Documentation." 30. PUBLIC ENTITY CRIME STATEMENT: A person or affiliate who has been placed on the convicted vendor list following a conviction for public entity crime may not submit a bid on a contract to provide any goods or services to a public entity, may not submit a bid on a contract with a public entity for the construction or repair of a public entity, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity, and may not transact business with any public entity in excess of the threshold amount provided in Section 287.017 of the Florida Statutes, for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list. BID DOCUMENTS 1-10 3415 Key West International Airport Noise Insulation Program Group 1 31. DISADVANTAGED BUSINESS ENTERPRISE (DBE) POLICY and OBLIGATION: DBE POLICY: It is the policy of the Federal Aviation Administration that Disadvantaged Business Enterprises as defined in 49 CFR Part 26, as amended, have the maximum opportunity to participate in the performance of contracts financed in whole or in part with FAA funds. The DBE requirements of 49 CFR Part 26, as amended, apply to this Contract. DBE OBLIGATION: Monroe County and its contractors agree to ensure that Disadvantaged Business Enterprises as defined in 49 CFR Part 26, as amended, have the maximum opportunity to participate in the performance of contracts. In this regard, all contractors shall take all necessary and reasonable steps in accordance with 49 CFR Part 26, as amended, to ensure that the Disadvantaged Business Enterprises have the maximum opportunity to compete for and perform contracts. Grantees, recipients, and their contractors shall not discriminate on the basis of race, color, national origin, or sex in the award and performance of Department assisted contracts. The Disadvantaged Business Enterprise Program statements and certification shall be fully completed and submitted as required by Section 150 of the Specifications. This form is provided in Division I, Bid Documents, Section I. 32. EQUAL EMPLOYMENT OPPORTUNITY: In connection with the carrying out of this Project, the Contractor shall not discriminate against any employee or applicant for employment because of race, age, creed, color, sex, or national origin. The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, age, creed, color, sex, marital status, familial status, sexual orientation, gender identity, expression, or national origin. Such action shall include, but not be limited to, the following: employment upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination, rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor shall insert a similar provision in all subcontracts, except subcontracts for standard commercial supplies or raw materials. 33. CERTIFICATION OF NONSEGREGATED FACILITIES: The Certification of Non-Segregated Facilities as required by Section 160, shall be completed, and submitted with the bid proposal. This form is provided in Division I, Bid Documents, Section M. BID DOCUMENTS 1-11 3416 Key West International Airport Noise Insulation Program Group 1 SECTION C PROPOSAL AND SCHEDULE OF BID ITEMS BID TO: Monroe County Purchasing Department https://monroecounty-fl.bonfirehub.com BID FROM: Company Name Mailing Address: Telephone Number: Submitted (Date): The undersigned, as Bidder, hereby declares that he/she has examined the site of the work and informed himself/herself fully in regard to all conditions pertaining to the place where the work is to be done; that he/she has examined the Plans and Specifications for the Work and contractual documents relative thereto, and has read all Bid Documents, Contract Documents, General Provisions, Special Provisions and Specifications furnished; and that the Bidder has satisfied himself/herself relative to the work to be performed. The Bidder proposes and agrees, if this proposal is accepted, to contract with the Monroe County Board of Commissioners, in the form of contract specified, to furnish all necessary materials, equipment, machinery, tools, apparatus, means of transportation and labor necessary to and to complete the construction of: Key West International Airport Noise Insulation Program Group 1 Monroe County, Florida in full and complete accordance with the shown, noted, described, and reasonably intended requirements of the Plans, Specifications and Contract Documents to the full and entire satisfaction of the Monroe County Board of Commissioners, with a definite understanding that no money will be allowed for extra work except as set forth in the attached Contract Documents. BID DOCUMENTS 1-12 3417 Key West International Airport Noise Insulation Program Group 1 The Contractor shall complete the Schedule of Values included as Attachment"A." The Schedule shall be added, and the final total bid amount will be: Total Base Bid in words: $ Dollars Total Bid Additive Items in words: $ Dollars Total Bid Amount in words: $ Dollars It is agreed that the description under each item, being briefly stated, implies, although it does not mention, all incidentals and that the prices stated are intended to cover all such work, materials and incidentals as constitute Bidder's obligations as described in the Specifications and any details not specifically mentioned, but evidently included in the Contract shall be compensated for in the item which most logically includes it. The Bidder further proposes and agrees hereby to commence the Work with an adequate force, plant and equipment at the time stated in the notice to the Contractor from Monroe County to proceed and fully complete performance within the time period stated in the Instructions to Bidders from and after the date stated in the Notice-to-Proceed. The undersigned further agrees that in case of failure on his/her part to execute the said Contract and the bond within ten (10) consecutive calendar days after written notice being given of the award of the contract, the check or bid bond in the amount as specified herein accompanying this bid and the monies payable thereon, shall be paid into the funds of the Monroe County Board of Commissioners as liquidated damages for such failure; otherwise, the check or bid bond accompanying this proposal shall be returned to the undersigned. Monroe County's performance and obligation to pay under this Contract, is contingent upon an annual appropriation by the BOCC. Attached hereto is a certified check on the Bank of or a bid bond for the sum of dollars ($ ) made payable to the Monroe County Board of Commissioners. BID DOCUMENTS 1-13 3418 Key West International Airport Noise Insulation Program Group 1 Add checkmarks to items to indicate they are included: A. Bid Proposal B. Schedule of Bid Items (Attachment "A") C. Electronic Bid Sheets D. Bid Bond E. Drug-Free Workplace Form F. Prime Bidder Statement of Qualifications: G. Disclosure of Lobbying Activities H. Acknowledgement of Receipt of Addenda I. Disadvantaged Business Enterprise Program a. List of DBE Subcontractors b. DBE Assurance Form "Attachment 1" C. DBE Letter of Intent"Attachment 2" J. Bidder's Affidavit in Compliance with Florida Trench Safety Act K. Public Entity Crime Statement L. Sworn Statement Under Ordinance No. 10-1990, Monroe County, FL M. Certification of Non-Segregated Facilities N. Federal Wage Decision O. Certification Regarding Debarment, Suspension, Ineligibility, and Voluntary Exclusion 49 CFR Part 29 P. Non-Collusion Affidavit Q. List of Subcontractors and Manufacturers R. Vendor Certification Regarding Scrutinized Companies Lists S. Certificate of Compliance with FAA Buy American Preference T. Certification of Offeror/Bidder Regarding Tax Delinquency and Felony Convictions U. Insurance Agent's Statement - Bidder's Statement on Insurance V. Contractor's State and Local Licenses and Certifications for Bidder and all Subcontractors BID DOCUMENTS 1-14 3419 Key West International Airport Noise Insulation Program Group 1 Submitted by: (Company Name) (Signature) (Printed Name and Title) (Date) STATE OF: COUNTY OF: Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ online notarization, on (date) by (name of affiant). He/She is personally known to me or has produced (type of identification) as identification. NOTARY PUBLIC BID DOCUMENTS 1-15 3420 Key West International Airport Noise Insulation Program Group 1 ATTACHMENT "A" SCHEDULE OF BID ITEMS Complete the Electronic Bid Pricing Sheet(as shown in Appendix A) using numbers (not formulas) and enter the Total Base Bid in figures below. BASE BID PROPERTIES 1. 2801 Venetian Drive 2. 2827 Venetian Drive 3. 2916 Riviera Drive 4. 2924 Riviera Drive 5. 2918 Flagler Avenue 6. 2919 Riviera Drive 7. 3014 Flagler Avenue 8. 2930 Riviera Drive TOTAL BASE BID (Properties 1-8) $ (See Note 1) ADDITIVE BID ITEMS (See Note 2) Additive Bid No. 1 - Unit Prices (Properties 1-8) $ Additive Bid No. 2 —3000 Flagler Drive $ Additive Bid No. 3— 1604 Bahama Drive $ Additive Bid No. 4 - Unit Prices (Additional Properties, Additive Bid No. 5-8) $ Additive Bid No. 5 - 2805 Flagler Avenue $ Additive Bid No. 6—2824 Staples Avenue $ Additive Bid No. 7—2816 Staples Avenue $ Additive Bid No. 8—2815 Flagler Avenue $ TOTAL ADDITIVE BID ITEMS $ TOTAL BID AMOUNT $ (Total Base Bid + Total Additive Bid Items) BID DOCUMENTS 1-16 3421 Key West International Airport Noise Insulation Program Group 1 Notes: 1. The contract will be awarded in the amount of the Total Base Bid plus selected Additive Bid Items. The Lowest Responsible Bidder will be determined from the Total Base Bid. 2. The County has listed the Additive Bid Items above in a pre-determined order of preference with the most-preferred Additive Bid Item being Additive Bid No. 1. The County shall award Additive Bid Items to the Base Bid such that the Contract Amount recommended for award shall be reflective of the available Local and Federal Funding at the time of bidding. 3. Payment for the Work included in the Base Bid and each Additive Bid Item shall be made at the contract lump sum price for the proposed work, which price and payment shall be full compensation for furnishing all materials, equipment, labor, processes, tools, and incidental costs required to complete the Work including Building Permit fees. BID DOCUMENTS 1-17 3422 Key West International Airport Noise Insulation Program Group 1 SECTION D BID BOND SALU Document A31 OTM �- 20101 Bid Bond CONTRACTOR: SURETY:::: fIb"auannsr,Jagal xrtus and addl (-M uwnau,lagmri^zterl.zindp°artcucpaoApface ��drozrrr ��l Thullsdlorarm7ertl has Itruportant lerilaI r amsewuences.Cortaeua9tusrlSoru with OWNER:: airu;attl)3rmey^Ill enMUr2i tl With, "auanns,io zrd sfrrfaa srawaf.rrd fwtasr orespe t to Iltra�comIDVetlon or nnodiflearolrtn... Any a'Ul reTerenue to ma'ramllrac,f,Surely,oawnaneror BONIIICl A MONT':: other,panyt shkatl Ibecans6dered �prwral overe iappNloal PROJECT': fIb"auannsr,docaftotm amdd arz,zindF°-Twnctarroltfarnm Tftrray) 7he-,C:arutrarmor and Sorely"was bound to the il in the auroeaumut set forth abioxel foar the pal of-which hich the Cci,m rtor amd,Surery hind themsehes,their heirs,,enecutnrs,adm istrstil successors and as&igns,jomtly and severally,as puaovz&d,harem.T e coudrtious.of this Baud are such thart rf the Owner sli.'the bid of the.Contractor rwuthmu,the tifmne gecdfied in,the Maid,documews,or within suuch time period as,may he agreed to,by the CBTafarer and Contractor,and the Contractor euthex(l)eal auto a c=trac.t with the il in accordance with the terms of's<arch laid and,gives such baud or houds as may be'specufied,in the hi Ming era Contract Dec:uituaws,,*uwritla a suurery admitted in the,jttrisdactiou,of the projl ect and otherwise anrcepmble to the Owner.,fm the faithful perforTmaance of saatcta Contract and,far the lrrul It paysi of 12bar and material fuirnished m dre:;prosec nau thereof,or(2)pays to the chvi er the. diffaereuce.,not to exceed the amrsrnat of thus Chad,laetT;aeeiw the smarm specified in said hid and such,hyper amoumma for w t ucia the Gamer may in good,faith c,aittmact with another party-to perforrrua the wadc roarered by said lint,thecr this o"tlmlgaaiou shell be rar ll and void,otherwise to rTrmamu Ln i 111 force and effect.The a;ur.wrym heirelyy urah'es any notice of an agreameubetuw eetr the Or lmea and Conlractor to extend the time in awduch,the Comer may accept lire laid Waliver of aulace by the Srurffery shall,not apiary,to any extension emceed*,,sh ry l days nm thee a gf7effste bl the time fimr acceptance of'bwui.!s spec:ifaed in the Chid documents,and the C%%her and Coutraxtur shall obtain the Surefry's consent fin an eacheusoaoam beyond saxtyr(fwll)mtays( If'thi's Bond is tssrumed,in roul.Turimly a subca ntaactor'"s bid to a C4a utracto»r,the to n Counac,urrr in rhra�cmd shall be m i d to he,Sulacomtrartor and the term,Owner elmall,be dieemed to he CoutTsc:toar.. When,this llommd has been firrurshed,to comp@y^nigh a.statl or other fetal,r sgmirememat in the locafua n of the praya,ect,„ any PTOVISiCK1.in this llarimd,coumTwrl With said stafuitury or legal regu^rmremueut shall be deemed deleted heaefrom,and prom asiaius coulbaining°o such statultary^or,other legal requrtretmaeut slmall,be deeumed mccirpmatedi heremrw.lti hen.so, fuu 'shed the maeur is;that this Band shall he cixam t me,il as a stomitonyr bond and not as..a c orrama¢mrce laTw baud.. Smgued and sealed daus days'of lCazrurauwetai r err iaw frrr �i l';S'urr l �'flT",lnsasss (l'1'fiv) �'flT"insirws �7rtifi�Ao ell r^¢dTIIIY:rlu,V r u,u iall'wr"fit uoegmu 211n(c),11I h'il�kli ALA u°w l'iftac0,DocVIH11011'11,on umilln111hullw l:110°r tv"d,,aull°)lII"au"aram ran Ilr,l Iln.All,i)111l9 uu all Irma uulvr^ur ftnurdl M Ilornngea WIN undrl be ulle"c ull°aunt 1WIA D...rA—M%l J.a1V61'�M°—aale lfrY]A�.1^fm^:wraa V.CZhPY189ht gISea,IFM—d xmlml6�a'Th,J'hmnxr7A=smrllnaM.4 4,+tire h1ke.t..✓ll fthikm imamawrwnxal tnd- a°W'N4m4"millllNiOt I lfilc AM,IIN 1,111 IMIDI 111 lluv,VplrpdIXalbacHlly nN nV l dirymrc l pup alllui IlTH""Mamlu l*41hft "+IIA-1111[hi lmurmr&Nll rw divwN,^gn+la villn uH cyl,H,immy suv,T,d H 111111 p innllm�(OPII ll Wild lM;•141Iulluu,1111IM11141004,wu,all Arn llll 111M llnlanr0011nhmd:In 0n e awrvlovInnlulm ailolPdruuil"pumNI,WlkA15 IIII III11 clO?*Vkim lIm"M Fur>mlhamerm'a:nxlmlmMgIOJ CAP re6rnial]PX�ter"(ICI slPgpra, 1741 aaTcid �b�l mNanen�c'wmonleer7P Ta,I P00.I_aatn °arall�o-iwXrm,rm�'MA Cammd. DacumrteiMm^e- al€lfhre,Amerran IlI mMulenxl'Archltr�c�tV IlegW cnunrmr,Epywaglm.e 2. xu.eanumvxmrz�� BID DOCUMENTS 1-18 3423 Key West International Airport Noise Insulation Program Group 1 SECTION E DRUG FREE WORKPLACE FORM The undersigned Contractor, in accordance with Florida Statute 287.087, hereby certifies that: (Name of Business) 1 . Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the workplace and specifying the actions that will be taken against employees for violations of such prohibition. 2. Inform such employees about the dangers of drug abuse in the workplace, the business' policy of maintaining a drug-free workplace, any available drug counseling, rehabilitation and employee assistance programs and the penalties that may be imposed upon employees for drug abuse violations. 3. Give each employee engaged in providing the commodities or contractual services that are under bid a copy of the statement specified in Sub-section (1). 4. In the statement specified in Sub-Section (1), notify the employees that as a condition of working on the commodities or contractual services that are under bid, the employee will abide by the terms of the statement and will notify the employer of any conviction of or plea of guilty or nolo contendere to any violation of Chapter 893 (Florida Statutes) or of any controlled substance law of the United States or any state for a violation occurring in the workplace no later than five (5) days after such conviction. 5. Impose a sanction on or require the satisfactory participation in a drug abuse assistance or rehabilitation program if such is available in the employee's community or any employee who is so convicted. 6. Make a good faith effort to continue to maintain a drug-free workplace through implementation of this section. As a person authorized to sign the statement, I certify that this firm complies fully with the above requirements. (Signature) (Printed Name and Title) (Date) BID DOCUMENTS 1-19 3424 Key West International Airport Noise Insulation Program Group 1 SECTION F PRIME BIDDER MINIMUM QUALIFICATIONS At the time of Bid submittal, the Bidder must be properly licensed by the State of Florida as a Residential, Building, or General Contractor. In addition, the Bidder must possess the ability to secure 100% performance and 100% payment bonding for the total contract amount. The Bidder must also show excellent business performance and compliance work history in projects similar in scope to the work of this Project. All Bidders shall submit the Statement of Qualifications with their Bid (see below section) that will document the experience of the Prime Bidder. All stated project experience must be proven and verifiable. The information presented in the Statement of Qualifications will be reviewed by the NIP Program Manager and the County and utilized in the determination of the lowest responsive/ responsible Bidder. Given project scope and conditions, all Bidders shall submit a Statement of Qualifications as supplementary information to their Bid submittal including the following information: Building Window and Door Installation Experience The Bidder must provide evidence that they have successfully completed a minimum of three (3) window and door installation / replacement projects to install Florida Building Code approved impact rated products. The projects must have been fully occupied for the duration of construction period. The window and door installation of each project must have a minimum value of$75,000. Resumes of Lead Employees The Bidder must provide resumes showing employment history and project experience for the persons the Bidder proposes to fulfill the following lead positions for the project: Project Manager and Project Superintendent. The Project Manager and Project Superintendent must have been full-time W2 employees- of the Bidder for at least the past two (2) years--. Company Profile The Bidder must provide a list of all owners, partners, shareholders, and/or members, including the titles and responsibilities of each person listed. Licenses and Certifications The Bidder must provide copies of all current State and Local Licenses & Certifications for the Bidder and its Subcontractors that are required to properly permit and perform the entire intended scope of work for the Project. BID DOCUMENTS 1-20 3425 Key West International Airport Noise Insulation Program Group 1 PRIME BIDDER'S STATEMENT OF QUALIFICATIONS Complete and attach as part of the Bid Proposal. (Do not leave any section blank) BIDDER INFORMATION Name of Bidder: Authorized Representative Name: Authorized Representative Title: Company Address: Email: Business Phone: Florida Contractor License Type and Number: What type of business entity is the Bidder: (sole proprietorship, corporation, partnerships, limited liability company)? How many years has the person or entity has been operating under the same name and providing the construction services similar to those required for this project? How many years has the bidder operated under its present name and any prior names? Additionally, the Bidder must also provide the following information on separate sheets: 1) Company Profile - List all owners, partners or shareholders, members; including the titles and responsibilities of each person listed. 2) A list of recently completed projects that are similar in size and scope to this Project. 3) Copies of all current State and Local Licenses & Certifications for the Bidder and its Subcontractors that are required to properly permit and perform the entire intended scope of work for the Project. 4) Resumes of required key employees, (Project Manager and Project Superintendent). BID DOCUMENTS 1-21 3426 Key West International Airport Noise Insulation Program Group 1 BIDDER CONSTRUCTION PROJECT EXPERIENCE: Project No. 1: Project Name & Location: Project Contact Name and Telephone: Detailed Description of Project including date of completion and construction value: Project No. 2: Project Name & Location: Project Contact Name and Telephone: Detailed Description of Project including date of completion and construction value: BID DOCUMENTS 1-22 3427 Key West International Airport Noise Insulation Program Group 1 Project No. 3: Project Name & Location: Project Contact Name and Telephone: Detailed Description of Project including date of completion and construction value: Project No. 4: Project Name & Location: Project Contact Name and Telephone: Detailed Description of Project including date of completion and construction value: BID DOCUMENTS 1-23 3428 Key West International Airport Noise Insulation Program Group 1 PRIME BIDDER BUSINESS PERFORMANCE AND COMPLIANCE 1. How many years has your organization been in business as a construction contracting firm? 2. Please list the gross dollar amount your firm is currently contracted: 3. Please list your firm's available dollars of credit for this project: 4. Has you firm ever refused to sign a contract on your original proposed bid amount? ❑ YES ❑ NO 5. Has the person, principals, entity, or any entity previously owned, operated or directed by any of its officers, major shareholders, or directors, ever failed to complete work or provide the goods for which it has contracted? If yes, provide details ❑ YES ❑ NO If"YES,"provide further explanation using the amplification statement form. 6. Has a surety firm completed a contract on your behalf, or paid for completion because your firm was in default or terminated by the project owner within the last five years? ❑ YES ❑ NO 7. At the time of submitting this qualification form, is your firm ineligible to bid on or be awarded any local, state, or federal public works contract, or perform as a subcontractor on any such public works contract? ❑ YES ❑ NO 8. Has the person, a principal of the entity, or any entity previously owned, operated or directed by any of its officers, owners, partners, major shareholders, or directors, ever initiated litigation against the county or been sued by the county in connection with a contract to provide services, goods, or construction services? ❑ YES ❑ NO If"YES,"provide further explanation using the amplification statement form. 9. Are there any judgments, claims, arbitration proceeding or suits pending or outstanding against the person, principal of the entity, or entity, or any entity previously owned, operated or directed by any of its officers, directors, or general partners? ❑ YES ❑ NO If"YES,"provide further explanation using the amplification statement form. 10. At any time in the last five (5) years has your firm been assessed or paid liquidated damages after completion of a project under a construction contract with either a public or private owner? ❑ YES ❑ NO If "YES,"provide further explanation using the amplification statement form, identifying all such projects by owner, owner's address, date of completion of the project, amount of liquidated damages assessed and all other information necessary to fully explain the assessment of liquidated damages. BID DOCUMENTS 1-24 3429 Key West International Airport Noise Insulation Program Group 1 11. In the last five years has your firm or any firm with which your company's owners, officers or partners were associated, been debarred, disqualified, removed, or otherwise prevented from bidding on, or completing any government agency or public works project for any reason? NOTE:"associated with"refers to another construction firm in which an owner, partner or officer of your firm held a similar position. ❑ YES ❑ NO If"YES,"provide further explanation using the amplification statement form. 12 In the last five years has the person, a principal of the entity, or any entity previously owned, operated or directed by any of its officers, major shareholders, or directors, been a party to any lawsuit, arbitration, or mediation with regard to a contract for services, goods or construction services similar to those requested in the specifications with private or public entities? ❑ YES ❑ NO If "YES," provide further explanation using the amplification statement form. List the project name(s), date of the claim(s), name of the claimant(s), the court in which the claim was filed, status of claim(s) and a copy of the pleading(s). 13. In the last five years has your firm made any claim against a project owner concerning work on a project or payment for a contract and filed that claim in court or arbitration? ❑ YES ❑ NO If "YES," provide further explanation using the amplification statement form. List the project name(s), date of the claim(s), name of the entity(s) the claim was filed against, the court in which the claim was filed, status of the claim(s) & copy(s) of the pleading(s). 14.At any time during the last five years, has any surety company made any payments on your firm's behalf as a result of a default, to satisfy any claims made against a performance or payment bond issued on your firm's behalf, in connection with a construction project, either public or private? ❑ YES ❑ NO If"YES,"provide further explanation using the amplification statement form. including the amount of each claim, the name and phone number of the claimant, the date of the claim, the grounds for the claim, the present status of the claim, and if resolved, method by which claim was resolved. 15. Has your firm ever been required to pay either back wages or penalties for your own firm's failure to comply with Federal Davis-Bacon or State prevailing wage requirements? ❑ YES ❑ NO If"YES,"provide further explanation using the amplification statement form. Describe the nature of each violation, identifying the name of the project, date of its completion, the public agency for which it was constructed, the number of employees who were initially underpaid and the amount of back wages &penalties you were required to pay. 16. Has OSHA(federal and/or state)cited and assessed penalties against your firm for any violations of its safety or health regulations in the last five years? ❑ YES ❑ NO If"YES,"provide further explanation and describe each citation in the amplification statement form: BID DOCUMENTS 1-25 3430 Key West International Airport Noise Insulation Program Group 1 17. Attach evidence of fiscal responsibility consisting of a statement or report of the Bidder's financial resources and liabilities in accordance with General Provisions Section 20-02 and also include: • Customer references (minimum of three), including name, current address, and current telephone number; • Credit references (minimum of three), including name, current address, and current telephone number; • Financial statements for the prior three years for the responding entity or for any entity that is a subsidiary to the responding entity; and • Any financial information requested by the county department involved in the competitive solicitation, related to the financial qualifications, technical competence, the ability to satisfactorily perform within the contract time constraints, or other information the department deems necessary to enable the department and board of county commissioners to determine if the person responding is responsible. 18. In the last five years, was the owner, an officer, general partner, principal, controlling shareholder or major creditor of the person or entity an officer, director, general partner, principal, controlling shareholder or major creditor of any other entity that failed to perform services or furnish goods similar to those sought in the request for competitive solicitation. ❑ YES ❑ NO BID DOCUMENTS 1-26 3431 Key West International Airport Noise Insulation Program Group 1 AMPLIFICATION STATEMENT FORM Use additional pages as necessary BID DOCUMENTS 1-27 3432 Key West International Airport Noise Insulation Program Group 1 PRIME BIDDER SIGNATURE OF AUTHORIZED REPRESENTATIVE I, the undersigned, certify and declare under penalty of perjury under the laws of the State of Florida, that the information presented in this Part A - Statement of Qualifications is true and correct. (Company Name) (Signature) (Printed Name and Title) (Date) STATE OF: COUNTY OF: Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ online notarization, on (date) by (name of affiant). He/She is personally known to me or has produced (type of identification) as identification. NOTARY PUBLIC BID DOCUMENTS 1-28 3433 Key West International Airport Noise Insulation Program Group 1 SECTION G DISCLOSURE OF LOBBYING ACTIVITIES Certification of Contracts, Grants, Loans and Cooperative Agreements The undersigned certifies, to the best of his or her knowledge and belief, that: (1) No federal appropriated funds have been paid or will be paid by or on behalf of the undersigned to any person for influencing or attempting to influence an officer or employee of any agency, a member of Congress, an officer or employee of Congress or an employee of a member of Congress in connection with the awarding of any federal contract, the making of any federal grant, the making of any federal loan, the entering into of any cooperative agreements and the extension, continuation, renewal, amendment or modification of any federal contract, grant, loan or cooperative agreement. (2) If any funds other than federal appropriate funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a member of Congress, an officer or employee of Congress or an employee of a member of Congress in connection with this federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure of Lobbying Activities", in accordance with its instructions. (3) The undersigned shall require that the language of this certification be included in the award documents for all sub-awards at all tiers (including subcontracts, sub-grants and contracts under grants, loans, and cooperative agreements) and that all sub-recipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. (Signature) (Printed Name and Title) (Date) BID DOCUMENTS I-29 3434 Key West International Airport Noise Insulation Program Group 1 SECTION H ACKNOWLEDGMENT OF RECEIPT OF ADDENDA Addendum No. Signature Date BID DOCUMENTS 1-30 3435 Key West International Airport Noise Insulation Program Group 1 SECTION I DISADVANTAGED BUSINESS ENTERPRISE PROGRAM (THIS FORM IS DUE AT TIME OF BID) DBEs must be certified by a member of the Florida Unified Certification Program (FLUCP) at time of bid. A list of certified DBE firms is available in the FDOT's Business Directory, which can be accessed online at the following web address: httpsJ/fdotxwp02.dot.state.fl.us/EqualOpportunityOfficeBusinessDirectory/ (As Required by Division III, Section 150 of the General Provisions) DBE Contractor/ Subcontractors Names/Addresses/Identity Description of Work Dollar Value of DBE Work Total Dollar Value of DBE Work $ Total Dollar Value of Base Bid $ Total DBE Percentage* (Round to nearest 1/10) % *DBE Percentage = (Total Dollar Value of DBE Work/Total Dollar Value of Base Bid) x 100 *(member of a socially and economically disadvantaged presumptive group including African Americans, Hispanics, Native Americans, Asian-Pacific and Subcontinent Asian Americans, and women) NOTES: 1. The bidder must include with the bid proposal a fully completed: • Attachment 1 —"Disadvantaged Business Enterprise Assurance Form" and • Attachment 2- "Letter of Intent" from each proposed DBE Subcontractor. 2. DBE's must be certified by a member of the Florida Unified Certification Program (FLUCP)at time of bid. 3. Bidders shall include a valid DBE certification in the Bid for each DBE Listed above. BID DOCUMENTS 1-31 3436 Key West International Airport Noise Insulation Program Group 1 ATTACHMENT 1 DISADVANTAGED BUSINESS ENTERPRISE ASSURANCE FORM Project Name: The Bidder shall complete the following statement by checking the appropriate box (check only one box). Failure to complete this statement shall be grounds for rejection of the Bid. The Bidder is able to assure meeting the requirements of the DBE Provisions, included in SECTION 150, DISADVANTAGED BUSINESS ENTERPRISE PROGRAM, and shall utilize not less than the prescribed goal of 19.97% DBE participation. The Bidder is unable to assure DBE participation of 19.97% in this Contract but shall provide for a minimum amount of % DBE participation. (If this box is checked, Bidder shall fill-in the percentage blank and document on a separate attachment to this Assurance of Good Faith Efforts undertaken in attempting to meet the Contract Goals as instructed in SECTION 150, DISADVANTAGED BUSINESS ENTERPRISE PROGRAM.) (Company Name of Bidder) (Printed or Typed) (IRS FEI Number) (Printed Name of Person Signing) By: (Signature)* Title: Date: *Must be same signature as Bid Proposal BID DOCUMENTS I-32 3437 Key West International Airport Noise Insulation Program Group 1 ATTACHMENT 2 LETTER OF INTENT Project Name: To: Bidder's Name The undersigned is certified as (check one): An Individual A Corporation A Partnership A Joint Venture Date of DBE Certification: The undersigned is prepared to perform the following described work in connection with the above project (specify in detail particular work items or parts thereof to be performed): at the price of$ (Subcontractor's quote) and will enter into a formal agreement for work with you conditioned upon your execution of a contract with Monroe County, Florida. The undersigned is prohibited from sub-subcontracting any portion of this subcontract to another subcontractor or supplier. The undersigned subcontractor understands that the provision of this form to prime bidder does not prevent subcontractor from providing quotations to other bidders. DBE Subcontractor Name of Authorized Representative Authorized Signature Date BID DOCUMENTS 1-33 3438 Key West International Airport Noise Insulation Program Group 1 SECTION J BIDDER'S AFFIDAVIT IN COMPLIANCE WITH FLORIDA TRENCH SAFETY ACT (SECTION 553.60-553.64, FLORIDA STATUTES) STATE OF COUNTY OF BEFORE ME, the undersigned authority, personally appeared: (Name of Person) who is personally known to me or who has produced as identification, who, being duly sworn, deposes and says as follows: That he/she is the duly authorized representative of: (Name of Bidder) being its (Owner, Partner, President, or other Corporate Officer) and as such, has full authority to execute this Bidder's Affidavit. 1. The full legal name and business address of the person or entity submitting this bid: 2. By submission of this bid and subsequent execution of this Contract, the undersigned bidder certifies that as successful bidder(Contractor)all trench excavation done within his/her control (by his/her own forces or by his/her subcontractors) shall be accomplished in strict adherence with OSHA Trench Safety Standards contained in 19 CFR, s.1926.650, Sub-part P, including all subsequent revisions or updates to these Standards as adopted by the Department of Labor and Employment Security. BID DOCUMENTS 1-34 3439 Key West International Airport Noise Insulation Program Group 1 3. The bidder acknowledges that included in the various items listed in the Schedule of Prices Bid and in the Total Amount Bid are costs for complying with Florida Trench Safety Act (Sections 553.60-553.64, Florida Statutes). The bidder further identifies the costs to be summarized below: Trench SafetyMeasure Unit of Measure Unit Unit Extended ure (Description) (LF, ur Quantity Cost Cost A B C TOTAL: $ (Signature) (Printed Name and Title) (Date) STATE OF: COUNTY OF: Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ online notarization, on (date) by (name of affiant). He/She is personally known to me or has produced (type of identification) as identification. NOTARY PUBLIC BID DOCUMENTS 1-35 3440 Key West International Airport Noise Insulation Program Group 1 SECTION K PUBLIC ENTITY CRIME STATEMENT "A person or affiliate who has been placed on the convicted vendor list following a conviction for public entity crime may not submit a bid on a contract to provide any goods or services to a public entity, may not submit a bid on a contract with a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to a public entity, may not be awarded or perform work as a CONTRACTOR, supplier, subcontractor, or consultant under a contract with any public entity, and may not transact business with any public entity in excess of the threshold amount provided in Section 287.017 of the Florida Statutes, for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list." I have read the above and state that neither (Respondent's name) nor any Affiliate has been placed on the convicted vendor list within the last 36 months. (Signature) (Printed Name and Title) (Date) STATE OF: COUNTY OF: Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ online notarization, on (date) by (name of affiant). He/She is personally known to me or has produced (type of identification) as identification. NOTARY PUBLIC BID DOCUMENTS 1-36 3441 Key West International Airport Noise Insulation Program Group 1 SECTION L SWORN STATEMENT UNDER ORDINANCE NO. 10-1990 MONROE COUNTY, FL ETHICS CLAUSE warrants that he/she/it has not employed, retained, or otherwise had act on his/her/its behalf any former County officer or employee in violation of Section 2 of Ordinance No. 10-1990 or any County officer or employee in violation of Section 3 of Ordinance No. 10-1990. For breach or violation of this provision the County may, in its discretion,terminate this Contract without liability and may also, in its discretion, deduct from the Contract or purchase price or otherwise recover the full amount of any fee, commission, percentage, gift or consideration paid to the former County officer or employee. (Signature) (Printed Name and Title) (Date) STATE OF: COUNTY OF: Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ online notarization, on (date) by (name of affiant). He/She is personally known to me or has produced (type of identification) as identification. NOTARY PUBLIC BID DOCUMENTS 1-37 3442 Key West International Airport Noise Insulation Program Group 1 SECTION M CERTIFICATION OF NON-SEGREGATED FACILITIES (As Required by Division III, Section 160 Subsection 160-02 Equal Employment Opportunity Requirements of the General Provisions) The federally assisted construction contractor certifies that he/she does not maintain or provide for his/her employees any segregated facilities at any of his/her establishments, and that he/she does not permit his/her employees to perform their services at any location, under his/her control, where segregated facilities are maintained. The federally assisted construction contractor certifies further that he/she will not maintain or provide for his/her employees any segregated facilities at any of his/her establishments, and that he/she will not permit his/her employees to perform their services at any location, under his/her control, where segregated facilities are maintained. The federally assisted construction contractor agrees that a breach of this certification is a violation of the equal opportunity clause in this contract. As used in this certification, the term "segregated facilities" means any waiting rooms,work areas, restrooms and washrooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, color, religion, disability, sex, age, ancestry, marital status, familial status, sexual orientation, gender identity expression, or national origin, because of habit, local custom, or any other reason. The federally assisted construction contractor agrees that (except where he/she has obtained identical certifications from proposed subcontractors for specific time periods) he/she will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the equal opportunity clause, and that he/she will retain such certifications in his/her files. (Signature) (Printed Name and Title) (Date) BID DOCUMENTS 1-38 3443 Key West International Airport Noise Insulation Program Group 1 SECTION N FEDERAL WAGE DECISION - RESIDENTIAL CONSTRUCTION PROJECTS (UP TO AND INCLUDING 4 STORIES) Note to Bidder. Wage rates shown below are the latest available wage rates as published by the Department of Labor at the time of this writing. The Contractor shall be solely responsible for, and shall comply with, any revision to the Davis Bacon wage rates issued by the Department of Labor at the time of bid and for the duration of the project. Wage rate determinations are available online at: htt� .//sam.�ov/content/wa�e-determinations General Decision Number: FL20240045 01/05/2024 Superseded General Decision Number: FL20230045 State: Florida Construction Type: Residential County: Monroe County in Florida. RESIDENTIAL CONSTRUCTION PROJECTS (consisting of single-family homes and apartments up to and including 4 stories). Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658. Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(1). If the contract is entered into on or after . Executive Order 14026 generally applies January 30, 2022, or the contract is renewed to the contract. or extended (e.g., an option is exercised) on or after January 30, 2022: The contractor must pay all covered workers at least $17.20 per hour (or the applicable wage rate listed on this wage rate determination, if it is higher) for all hours spent performing on the contract in 2024. If the contract was awarded on or between . Executive Order 13658 generally applies January 1, 2015, and January 29, 2022, and to the contract. the contract is not renewed or extended on or after January 30, 2022: The contractor must pay all covered workers at least $12.90 per hour (or the applicable wage rate listed on this wage rate determination, if it is higher) for all hours spent performing on the contract in 2024. BID DOCUMENTS 1-39 3444 Key West International Airport Noise Insulation Program Group 1 The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request. Additional information on contractor requirements and worker protections under the Executive Orders is available at http://www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/05/2024 SUFL2009 - 084 06/08/2009 RATES FRINGES CARPENTER...........................................................................................$ 15.83 ** 0.00 CEMENT MASON/CONCRETE FINISHER.............................................$ 12.81 ** 0.00 ELECTRICIAN .........................................................................................$ 10.80 ** 0.00 HVAC MECHANIC (Installation of HVAC Unit Only, Excludes Installation of HVAC Pipe and Duct) ........................................$ 13.96 ** 0.00 LABORER: Common or General .............................................................$ 7.25 ** 0.00 LABORER: Mason Tender - Cement/Concrete.......................................$ 9.00 ** 0.00 LABORER: Pipelayer...............................................................................$ 9.71 ** 0.00 OPERATOR: Backhoe............................................................................$ 13.92 ** 0.00 OPERATOR: Loader...............................................................................$ 12.00 ** 0.00 PLUMBER................................................................................................$ 13.23 ** 0.00 ROOFER, Includes Built Up, and Shake & Shingle Roofs.......................$ 12.70 ** 0.00 TRUCK DRIVER, Includes Dump and Lowboy.......................................$ 11.40 ** 0.00 ------------------------------------------------------------------------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- **Workers in this classification may be entitled to a higher minimum wage under Executive Order 14026 ($17.20) or 13658 ($12.90). Please see the Note at the top of the wage determination for more information. Please also note that the minimum wage requirements of Executive Order 14026 are not currently being enforced as to any contract or subcontract to which the states of Texas, Louisiana, or Mississippi, including their agencies, are a party. Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any BID DOCUMENTS 1-40 3445 Key West International Airport Noise Insulation Program Group 1 solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government®contracts. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (iii)). ------------------------------------------------------------------------------------------------------------------------------- The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate). Union Rate Identifiers A four-letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. BID DOCUMENTS 1-41 3446 Key West International Airport Noise Insulation Program Group 1 Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. ------------------------------------------------------------------------------------------------------------------------------- BID DOCUMENTS 1-42 3447 Key West International Airport Noise Insulation Program Group 1 WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here; initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- END OF GENERAL DECISION" BID DOCUMENTS 1-43 3448 Key West International Airport Noise Insulation Program Group 1 SECTION O CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY, AND VOLUNTARY EXCLUSION - 49 CFR PART 29 (Version 1, 5/90) The Bidder/Offeror certifies, by submission of this Proposal or acceptance of this Contract, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any federal department or agency. It further agrees by submitting this Proposal that it will include this clause without modification in all lower tier transactions, solicitations, proposals, contracts, and subcontracts. Where the Bidder/Offeror/Contractor or any lower tier participant is unable to certify to this statement, it shall attach an explanation to this Solicitation/Proposal. (Signature) (Printed Name and Title) (Date) BID DOCUMENTS 1-44 3449 Key West International Airport Noise Insulation Program Group 1 SECTION P NON-COLLUSION AFFIDAVIT I, (name) according to law on my oath, and under penalty of perjury, depose and say that: 1) 1 am (title) of the firm of (company name) the Bidder making the bid proposal for the project described in the Notice for Calling for bids for: Key West International Airport Noise Insulation Program Group 1 and that I executed the said proposal with full authority to do so: 2) The prices in this bid have been arrived at independently without collusion, consultation, communication, or agreement for the purpose of restricting competition, as to any matter relating to such prices with any other bidder or with any competitor; 3) Unless otherwise required by law, the prices which have been quoted in this bid have not been knowingly disclosed by the Bidder and will not knowingly be disclosed by the Bidder prior to bid opening, directly or indirectly, to any other bidder or to any competitor; and 4) No attempt has been made or will be made by the Bidder to induce any other person, partnership, or corporation to submit, or not to submit, a bid for the purpose of restricting competition; 5) The statements contained in this affidavit are true and correct, and made with full knowledge that Monroe County relies upon the truth of the statements contained in this affidavit in awarding contracts for said project. (Signature) (Printed Name and Title) (Date) BID DOCUMENTS 1-45 3450 Key West International Airport Noise Insulation Program Group 1 STATE OF: COUNTY OF: Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ online notarization, on (date) by (name of affiant). He/She is personally known to me or has produced (type of identification) as identification. NOTARY PUBLIC BID DOCUMENTS 1-46 3451 Key West International Airport Noise Insulation Program Group 1 SECTION Q LIST OF SUBCONTRACTORS & MANUFACTURERS The BIDDER hereby states that he/she proposes, if awarded the Contract, to use the following subcontractors on this project: List below ALL proposed subcontractors (including DBE subcontractors) and trade specialties. If type of work to be performed will be performed by Contractor's own forces, place "NA" in the space provided. Add any additional categories as needed. Attach copies of all current State and Local Licenses & Certifications for the Bidder and its Subcontractors that are required to properly permit and perform the entire intended scope of work for the Proiect. (See additional requirements for Asbestos Remediation Subcontractor in Volume 3 of 5) Trade Performed Name of Subcontractor Mechanical (HVAC) Electrical Window/Door Installation Carpentry Gypsum Board Metal Framing Masonry Painting Asbestos Remediation Professional Cleaning BID DOCUMENTS 1-47 3452 Key West International Airport Noise Insulation Program Group 1 Products Name of Manufacturer (List only One Manufacturer per Category) Acoustical Aluminum Windows Acoustical Storm Window High Performance Acoustical Aluminum Sliding Doors Acoustical Vinyl Swinging Full Lite Doors Acoustical Vinyl Sliding Glass Doors Aluminum Swinging Full-Lite Doors (Tandem Storm Door) Non-Acoustical Aluminum Sliding Glass Doors Ductless A/C Equipment Ducted A/C Equipment Signed by: (Signature) (Date) (Printed Name and Title) BID DOCUMENTS 1-48 3453 Key West International Airport Noise Insulation Program Group 1 SECTION R VENDOR CERTIFICATION REGARDING SCRUTINIZED COMPANIES LISTS Project Description(s): Respondent Vendor Name: Vendor FEIN: Vendor's Authorized Representative Name and Title: Address: City: State: Zip: Phone Number: Email Address: Section 287.135, Florida Statutes prohibits a company from bidding on, submitting a proposal for, or entering into or renewing a contract for goods or services of any amount if, at the time of contracting or renewal, the company is on the Scrutinized Companies that Boycott Israel List, created pursuant to Section 215.4725, Florida Statutes, or is engaged in a Boycott of Israel. Section 287.135, Florida Statutes, also prohibits a company from bidding on, submitting a proposal for, or entering into or renewing a contract for goods or services of$1,000,000 or more, that are on either the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector Lists which were created pursuant to s. 215.473, Florida Statutes, or is engaged in business operations in Cuba or Syria. As the person authorized to sign on behalf of Respondent, I hereby certify that the company identified above in the Section entitled "Respondent Vendor Name" is not listed on the Scrutinized Companies that Boycott Israel List or engaged in a boycott of Israel and for Projects of$1,000,000 or more is not listed on either the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or engaged in business operations in Cuba or Syria. I understand that pursuant to Section 287.135, Florida Statutes, the submission of a false certification may subject company to civil penalties, attorney's fees, and/or costs. I further understand that any contract with the County may be terminated, at the option of the County, if the company is found to have submitted a false certification or has been placed on the Scrutinized Companies that Boycott Israel List or engaged in a boycott of Israel or placed on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List or been engaged in business operations in Cuba or Syria. BID DOCUMENTS I-49 3454 Key West International Airport Noise Insulation Program Group Certified By: . who is authorized h» sign on behalf of the above referenced company. Authorized Signature: Printed Name: Title: Nob*: The Lists are available at the following Department of Management Services Site: BID DOCUMENTS 1-50 3455 Key West International Airport Noise Insulation Program Group 1 SECTION S CERTIFICATE OF COMPLIANCE WITH FAA BUY AMERICAN PREFERENCE As a matter of bid responsiveness, the bidder or offeror must complete, sign, date, and submit this certification statement with their proposal. The bidder or offeror must indicate how they intend to comply with 49 USC § 50101, and other Made in America Laws, U.S. statutes, guidance, and FAA policies by selecting one on the following certification statements. These statements are mutually exclusive. Bidder must select one or the other (not both) by inserting a checkmark (✓) or the letter"X". ❑ Bidder or offeror hereby certifies that it will comply with 49 USC §50101, BABA and other related U.S. statutes, guidance, and policies of the FAA by: a) Only installing steel and manufactured products produced in the United States, b) Only installing construction materials defined as: an article, material, or supply — other than an item of primarily iron or steel; a manufactured product; cement and cementitious materials; aggregates such as stone, sand, or gravel; or aggregate binding agents or additives that are or consist primarily of non-ferrous metals; plastic and polymer-based products (including polyvinylchloride, composite building materials, and polymers used in fiber optic cables); glass (including optic glass); lumber or drywall that have been manufactured in the United States. c) Installing manufactured products for which the Federal Aviation Administration (FAA) has issued a waiver as indicated by inclusion on the current FAA Nationwide Buy American Waivers Issued listing; or d) Installing products listed as an Excepted Article, Material or Supply in Federal Acquisition Regulation Subpart 25.108. By selecting this certification statement, the bidder or offeror agrees: 1. To provide to the Airport Sponsor or FAA evidence that documents the source and origin of the steel and manufactured product. 2. To faithfully comply with providing U.S. domestic product. 3. To furnish U.S. domestic product for any waiver request that the FAA rejects. 4. To refrain from seeking a waiver request after establishment of the contract, unless extenuating circumstances emerge that the FAA determines justified. ❑ The bidder or offeror hereby certifies it cannot comply with the 100 percent Buy American Preferences of 49 USC § 50101(a) but may qualify for a Type 3 waiver under 49 USC § 50101(b). By selecting this certification statement, the apparent bidder or offeror with the apparent low bid agrees: 1. To submit to the Airport Sponsor or FAA within 15 calendar days of being selected as the responsive bidder, a formal waiver request and required documentation that supports the type of waiver being requested. 2. That failure to submit the required documentation within the specified timeframe is cause for a non-responsive determination that may result in rejection of the proposal. BID DOCUMENTS 1-51 3456 Key West International Airport Noise Insulation Program Group 1 3. To faithfully comply with providing U.S. domestic products at or above the approved U.S. domestic content percentage as approved by the FAA 4. To refrain from seeking a waiver request after establishment of the contract, unless extenuating circumstances emerge that the FAA determines justified. Required Documentation Type 3 Waiver -The cost of the item components and subcomponents produced in the United States is more that 60 percent of the cost of all components and subcomponents of the "item." The required documentation for a Type 3 waiver is: a) Completed Content Percentage Worksheet and Final Assembly Questionnaire including: b) Listing of all product components and subcomponents that are not comprised of 100 percent U.S. domestic content (Excludes products listed on the FAA Nationwide Buy American Waivers Issued listing and products excluded by Federal Acquisition Regulation Subpart 25.108 (products of unknown origin must be considered as non- domestic products in their entirety). c) Cost of non-domestic components and subcomponents, excluding labor costs associated with final assembly at place of manufacture. d) Percentage of non-domestic component and subcomponent cost as compared to total "item" component and subcomponent costs, excluding labor costs associated with final assembly at place of manufacture. Type 4 Waiver (Unreasonable Costs) - Applying this provision for iron, steel, manufactured goods, or construction materials, would increase the cost of the overall project by more than 25 percent. The required documentation for this waiver is: a) Completed Content Percentage Worksheet and Final Assembly Questionnaire from b) At minimum two comparable equal bidders and/or offerors; c) Receipt or record that demonstrates that supplier scouting called for in Executive Order 14005, indicates that no domestic source exists for the project and/or component; d) Completed waiver applications for each comparable bid and/or offer. False Statements: Per 49 USC§47126, this certification concerns a matter within the jurisdiction of the Federal Aviation Administration and the making of a false, fictitious, or fraudulent certification may render the maker subject to prosecution under Title 18, United States Code. Date Signature Company Name Printed Name and Title BID DOCUMENTS 1-52 3457 Key West International Airport Noise Insulation Program Group 1 SECTION T CERTIFICATION OF OFFEROR/BIDDER REGARDING TAX DELINQUENCY AND FELONY CONVICTIONS Certifications 1. The applicant represents that it is ( ) is not( ) a corporation that has any unpaid Federal tax liability that has been assessed, for which all judicial and administrative remedies have been exhausted or have lapsed, and that is not being paid in a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability. 2. The applicant represents that it is ( ) is not ( ) is not a corporation that was convicted of a criminal violation under any Federal law within the preceding 24 months. Note If an applicant responds in the affirmative to either of the above representations, the applicant is ineligible to receive an award unless the sponsor has received notification from the agency suspension and debarment official (SDO)that the SDO has considered suspension or debarment and determined that further action is not required to protect the Government's interests. The applicant therefore must provide information to the Sponsor about its tax liability or conviction to the Sponsor, who will then notify the FAA Airports District Office, which will then notify the agency's SDO to facilitate completion of the required considerations before award decisions are made. Term Definitions Felony conviction: Felony conviction means a conviction within the preceding twenty-four (24) months of a felony criminal violation under any Federal law and includes conviction of an offense defined in a section of the U.S. code that specifically classifies the offense as a felony and conviction of an offense that is classified as a felony under 18 U.S.C. § 3559. Tax Delinquency: A tax delinquency is any unpaid Federal tax liability that has been assessed, for which all judicial and administrative remedies have been exhausted, or have lapsed, and that is not being paid in a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability. Date Signature Company Name Printed Name and Title BID DOCUMENTS 1-53 3458 Key West International Airport Noise Insulation Program Group 1 SECTION U INSURANCE AGENT'S STATEMENT I have reviewed the insurance requirements with the Bidder named below. The following deductibles apply to the corresponding policies: POLICY: DEDUCTIBLES: Liability Policies are: ❑ Occurrence ❑ Claims Made Insurance Agency Signature Printed Name and Title BIDDER'S STATEMENT ON INSURANCE I understand the insurance that will be mandatory if awarded the Contract and will comply in full with all the insurance requirements of the Project. Bidder Signature Printed Name and Title BID DOCUMENTS 1-54 3459 Key West International Airport Noise Insulation Program Group 1 APPENDIX A - ELECTRONIC BID FORM BID DOCUMENTS 1-55 3460 Key West International Airport Electronic Bid Sheets Pagel of 6 Noise Insulation Program Group 1 Revised May 2024 Bidder's Firm Name: Item No. 2801 VENETIAN DRIVE 1 Item Description Unit Est. Qty Unit Price Total Price Windows Materials LS 1 $ $ Windows Installation Labor LS 1 $ $ Doors Materials LS 1 $ $ Doors Installation Labor LS 1 $ $ Interior Finishes&Trim LS 1 $ $ Exterior Finishes&Trim LS I 1 $ $ General &Special Provisions LS I 1 $ $ Overhead&Profit LS I 1 $ $ SUBTOTAL $ Item No. 2827 VENETIAN DRIVE 2 Item Description Unit Est. Qty Unit Price Total Price Windows Materials LS 1 $ $ Windows Installation Labor LS 1 $ $ Doors Materials LS 1 $ $ Doors Installation Labor LS 1 $ $ Interior Finishes&Trim LS 1 $ $ Exterior Finishes&Trim LS 1 $ $ General &Special Provisions LS 1 $ $ Overhead&Profit LS 1 $ $ SUBTOTAL $ Item No. 2916 RIVIERA DRIVE 3 Item Description Unit Est. Qty Unit Price Total Price Windows Materials LS 1 $ $ Windows Installation Labor LS 1 $ $ Doors Materials LS 1 $ $ Doors Installation Labor LS 1 $ $ Interior Finishes&Trim LS 1 $ $ Exterior Finishes&Trim LS 1 $ $ General &Special Provisions LS 1 $ $ Overhead&Profit I LS I 1 $ Is SUBTOTAL $ Item No. 2924 RIVIERA DRIVE 4 Item Description Unit Est. Qty Unit Price Total Price Windows Materials LS 1 $ $ Windows Installation Labor LS 1 $ $ Doors Materials LS 1 $ $ Doors Installation Labor LS 1 $ $ Interior Finishes&Trim LS 1 $ $ Exterior Finishes&Trim LS 1 $ $ HVAC Materials LS 1 $ $ HVAC Labor LS 1 $ $ Electrical Materials LS 1 $ $ Electrical Labor LS 1 $ $ Asbestos&Lead Paint Remediation LS 1 $ $ General &Special Provisions LS 1 $ $ Overhead&Profit I LS 1 1 $ Is SUBTOTAL $ 3461 Key West International Airport Electronic Bid Sheets Page 2 of 6 Noise Insulation Program Group 1 Revised May 2024 Bidder's Firm Name: Item No. 2918 FLAGLER AVENUE 5 Item Description Unit Est. Qty Unit Price Total Price Windows Materials LS 1 $ $ Windows Installation Labor LS 1 $ $ Doors Materials LS 1 $ $ Doors Installation Labor LS 1 $ $ Interior Finishes&Trim LS 1 $ $ Exterior Finishes&Trim LS I 1 $ $ General &Special Provisions LS I 1 $ $ Overhead&Profit LS I 1 $ $ SUBTOTAL $ Item No. 2919 RIVIERA DRIVE 6 Item Description Unit Est. Qty Unit Price Total Price Windows Materials LS 1 $ $ Windows Installation Labor LS 1 $ $ Doors Materials LS 1 $ $ Doors Installation Labor LS 1 $ $ Interior Finishes&Trim LS 1 $ $ Exterior Finishes&Trim LS 1 $ $ General &Special Provisions LS 1 $ $ Overhead&Profit LS 1 $ $ SUBTOTAL $ Item No. 3014 FLAGLER DRIVE 7 Item Description Unit Est. Qty Unit Price Total Price Windows Materials LS 1 $ $ Windows Installation Labor LS 1 $ $ Doors Materials LS 1 $ $ Doors Installation Labor LS 1 $ $ Interior Finishes&Trim LS 1 $ $ Exterior Finishes&Trim LS 1 $ $ General &Special Provisions LS 1 $ $ Overhead&Profit I LS I 1 $ Is SUBTOTAL $ 3462 Key West International Airport Electronic Bid Sheets Page 3 of 6 Noise Insulation Program Group 1 Revised May 2024 Bidder's Firm Name: Item No. 2930 RIVIERA DRIVE 8 Item Description Unit Est. Qty Unit Price Total Price Windows Materials LS 1 $ $ Windows Installation Labor LS 1 $ $ Doors Materials LS 1 $ $ Doors Installation Labor LS 1 $ $ Interior Finishes&Trim LS 1 $ $ Exterior Finishes&Trim LS 1 $ $ HVAC Materials LS 1 $ $ HVAC Labor LS 1 $ $ Electrical Materials LS 1 $ $ Electrical Labor LS 1 $ $ General &Special Provisions LS 1 $ $ Overhead&Profit LS 1 $ Is SUBTOTAL $ TOTAL BASE BID(ITEMS 1-8) $ Item No. ADDITIVE BID ITEM NO. 1 -UNIT PRICES FOR BASE BID PROPERTIES 9 Item Description Unit Est. Qty Unit Price Total Price 01021-1 Construction Laborer HR 192 $ $ 01021-2 Carpenter HR 192 $ $ 01021-3 Treated Wood Lumber & Connectors 2x4, 2x6 LF 2880 $ $ 01021-4 Treated Wood Lumber & Connectors 2x8, 2x12 LF 1440 $ $ Note: Unit Price 01021-5 Exterior Stucco, Lath, Felt & Quantities have been Plywood-Installed SF 600 $ $ revised. 01021-6 Interior Gypsum Board, Insulation, Furring, Finish & Paint - Installed SF 600 $ $ 01021-7 Painter Labor HR 1 72 $ Is 01021-8 Licensed Electrician Labor HR 1 8 $ Is TOTAL ADDITIVE BID NO. 1 $ Item No. ADDITIVE BID ITEM NO.2-3000 FLAGLER AVENUE 10 Item Description Unit Est. Qty Unit Price Total Price Windows Materials LS 1 $ $ Windows Installation Labor LS 1 $ $ Doors Materials LS 1 $ $ Doors Installation Labor LS 1 $ $ Interior Finishes&Trim LS 1 $ $ Exterior Finishes&Trim LS 1 $ $ General &Special Provisions LS 1 $ $ Overhead&Profit LS 1 $ $ TOTAL ADDITIVE BID NO.2 $ 3463 Key West International Airport Electronic Bid Sheets Page 4 of 6 Noise Insulation Program Group 1 Revised May 2024 Bidder's Firm Name: Item No. ADDITIVE BID ITEM NO.3-1604 BAHAMA DRIVE 11 Item Description Unit Est. Qty Unit Price Total Price Windows Materials LS 1 $ $ Windows Installation Labor LS 1 $ $ Doors Materials LS 1 $ $ Doors Installation Labor LS 1 $ $ Interior Finishes&Trim LS 1 $ $ Exterior Finishes&Trim LS 1 $ $ General &Special Provisions LS 1 $ $ Overhead&Profit LS 1 $ $ TOTAL ADDITIVE BID NO.3 $ Item No. ADDITIVE BID ITEM NO.4-UNIT PRICES FOR ADDITONAL PROPERTIES-ADDITIVE BID ITEMS 5-8 12 Item Description Unit Est.Qty Unit Price Total Price 01021-1 Construction Laborer HR 256 $ $ 01021-2 Carpenter HR 256 $ $ 01021-3 Treated Wood Lumber & Connectors 2x4, 2x6 LF 3840 $ $ Note: Unit Price 01021-4 Treated Wood Lumber & Quantities have been Connectors 2x8, 2x12 LF 1920 $ $ revised. 01021-5 Exterior Stucco, Lath, Felt & Plywood-Installed SF 800 $ $ 01021-6 Interior Gypsum Board, Insulation, Furring, Finish & Paint - Installed SF 1 800 $ $ 01021-7 Painter Labor HR 1 96 $ Is 01021-8 Licensed Electrician Labor HR 1 32 $ Is TOTAL ADDITIVE BID NO.4 $ Item No. ADDITIVE BID ITEM NO.5-2805 FLAGLER DRIVE 13 Item Description Unit Est. Qty Unit Price Total Price Windows Materials LS 1 $ $ Windows Installation Labor LS 1 $ $ Doors Materials LS 1 $ $ Doors Installation Labor LS 1 $ $ Interior Finishes&Trim LS 1 $ $ Exterior Finishes&Trim LS 1 $ $ General &Special Provisions LS 1 $ $ Overhead&Profit LS 1 $ $ TOTAL ADDITIVE BID NO.5 $ 3464 Key West International Airport Electronic Bid Sheets Page 5 of 6 Noise Insulation Program Group 1 Revised May 2024 Bidder's Firm Name: Item No. ADDITIVE BID ITEM NO.6-2824 STAPLES AVENUE 14 Item Description Unit Est. Qty Unit Price Total Price Windows Materials LS 1 $ $ Windows Installation Labor LS 1 $ $ Doors Materials LS 1 $ $ Doors Installation Labor LS 1 $ $ Interior Finishes&Trim LS 1 $ $ Exterior Finishes&Trim LS 1 $ $ General &Special Provisions LS 1 $ $ Overhead&Profit LS 1 $ $ TOTAL ADDITIVE BID NO.6 $ Item No. ADDITIVE BID ITEM NO.7-2816 STAPLES AVENUE 15 Item Description Unit Est. Qty Unit Price Total Price Windows Materials LS 1 $ $ Windows Installation Labor LS 1 $ $ Doors Materials LS 1 $ $ Doors Installation Labor LS 1 $ $ Interior Finishes&Trim LS 1 $ $ Exterior Finishes&Trim LS 1 $ $ HVAC Materials LS 1 $ $ HVAC Labor LS 1 $ $ Electrical Materials LS 1 $ $ Electrical Labor LS 1 $ $ General &Special Provisions LS 1 $ $ Overhead&Profit LS 1 $ $ TOTAL ADDITIVE BID NO.7 $ Item No. ADDITIVE BID ITEM NO.8-2815 FLAGLER AVENUE 16 Item Description Unit Est. Qty Unit Price Total Price Windows Materials LS 1 $ $ Windows Installation Labor LS 1 $ $ Doors Materials LS 1 $ $ Doors Installation Labor LS 1 $ $ Interior Finishes&Trim LS 1 $ $ Exterior Finishes&Trim LS 1 $ $ HVAC Materials LS 1 $ $ HVAC Labor LS 1 $ $ Electrical Materials LS 1 $ $ Electrical Labor LS 1 $ $ Asbestos&Lead Paint Remediation LS 1 $ $ General &Special Provisions LS 1 $ $ Overhead&Profit LS 1 $ $ TOTAL ADDITIVE BID NO.8 $ 3465 Key West International Airport Electronic Bid Sheets Page 6 of 6 Noise Insulation Program Group 1 Revised May 2024 Bidder's Firm Name: TOTAL BID AMOUNT $ (Total of Base Bid+Additive Bid Items 1-8) Abbreviations: HR=Hour LS=Lump Sum LF=Linal Feet SF=Square Feet By signing below,the Bidder agrees to the accuracy of the information presented and agrees to the terms and conditions of this bid. Attach the signed hardcopy of these sheets with Bid Form Submittal. Bidder's Firm Name: Authorized Signature: Name and Title: 3466 DIVISION II CONTRACT 3467 DIVISION II CONTRACT SECTION A - PUBLIC CONSTRUCTION BONDS.................................................................... II-1 SECTION B - CERTIFICATE OF OWNER'S ATTORNEY (N/A) ...........................................II-11 SECTION C -ACKNOWLEDGMENT FOR CHANGE ORDERS ............................................II-12 SECTION D - CONTRACT........................................................................................................II-13 CONTRACT 3468 Key West International Airport Noise Insulation Program Group 1 SECTION A PUBLIC CONSTRUCTION BONDS In accordance with the provisions of Section 255.05, Florida Statutes, the Contractor shall provide to the County a one hundred percent (100%) Performance Bond and a one hundred percent (100%) Labor and Material Payment Bond each in an amount not less than the total construction cost. To be acceptable to the County as Surety for Performance Bonds and Labor and Material Payment Bonds, a Surety Company shall comply with the following provisions: 1. The Surety Company shall have a currently valid Certificate of Authority, issued by the State of Florida, Department of Insurance, authorizing it to write surety bonds in the State of Florida. 2. The Surety Company shall have currently valid Certificate of Authority issued by the United States Department of Treasury under Sections 9304 to 9308 of Title 31 of the United States Code. 3. The Surety Company shall be in full compliance with the provisions of the Florida Insurance Code. 4. The Surety Company shall have at least twice the minimum surplus and capital required by the Florida Insurance Code at the time the invitation to bid is issued. 5. If the Contract Award Amount exceeds Five Hundred Thousand ($500,000), the Surety Company shall also comply with the following provisions: A. The Surety Company shall have at least the following minimum ratings in the latest issue of Best's Key Rating Guide. POLICYHOLDER'S REQUIRED FINANCIAL CONTRACT AMOUNT RATING RATING $ 500,000 TO $1,000,000 A- CLASS I $1,000,000 TO $2,000,000 A- CLASS II $2,000,000 TO $5,000,000 A- CLASS III $5,000,000 TO $10,000,000 A- CLASS IV $10,000,000 TO $25,000,000 A- CLASS V $25,000,000 TO $50,000,000 A- CLASS VI $50,000,000 TO $100,000,000 A- CLASS VI CONTRACT II-1 3469 Key West International Airport Noise Insulation Program Group 1 B. The Surety Company shall not expose itself to any loss on any one risk in an amount exceeding ten (10) percent of its surplus to policyholders, provided: (a) Any risk or portion of any risk being reinsured shall be deducted in determining the limitation of the risk as prescribed in this section. These minimum requirements shall apply to the reinsuring carrier providing authorization or approval by the State of Florida, Department of Insurance to do business in this state have been met. (b) In the case of the surety insurance company, in addition to the deduction for reinsurance, the amount assumed by any co-surety, the value of any security deposited, pledged or held subject to the consent of the surety and for the protection of the surety shall be deducted. CONTRACT II-2 3470 Key West International Airport Noise Insulation Program Group 1 SAIADocument A312 TM - 2010 % woe fond CTTNtTTNAIC,T Oft SUREM oNh nx legals:talw ada rre 01am,legafazawamdprrrasparplaea 4f sa rrrass�� Thu,�d4OWrnla4t a Fo to M legail 006'uu a akuMt«MWrnn wiutt6 �aAfrusWrx�f+u�l�6��mu mx�� rT ,xad at ara9 rmpwa Y�016FredeW'Two" W.;a�rnn �roa^Nw � �ine�r ar �;r G art ifl Cre CunWwered CNtNtS�"rNTtNCTIOINt CQpI TRALM p i #up Nra a aip Rir�C V�. Dah'. Dennphou BOND D ak: (A aaarhar that Cerro,Waaafiacsa C'rmtaLtDate), fiTcdaffac a ans to th6-Bcxa 011 HOM, Sae"�i '16 Ci W RAM'OR PS P111MNC Apx TP': coraplaaw: �Cmpsrw a Baal Naam ard,Tatle° uld Title Av and Isigna w?»;d kscar as ,dsasapapa "aFals a r aaar a:r a i sad'. (FOR a� CT'.,„ F---3 aa:s ri' �.daa�apFa�maa;) Au Ettr a NNi&W' OMEWS NTEM+SIEWAME. N'�3aaFratacrt�°aa�araaar^ar^c"�FsarFata''.+�y'r:N Wit, AVA 0xium ont W 92--'a010dk6""snoEYnu'dCp,""91i40M11p.GdWr'aaaMjarGibhstftole0WAt,$Xnt,All n,gnfilroNer%aa "Pw,.yRWkOMN!, nI� AW'. CooltmoniJW Nn':Ij*�tjbdl�'^Re,d r,b�ggul r C dm^"°mWWIG IIYI"Nn'm �W7aW rN"e W@ae W n.PV'I i4.C„flar;�n'Ai"VY �aW"4M'Fi,94'C'i%"I fuU" in leUt l"kl ups�pW IN a 4NC" �$UA�Pq eWro; XWI,P' ibOIVu,�tW k RS',,G*WU,'Mintvvorrr�!�V 1' 'I✓,�a„YCI�UIiYri Ill�. q' I�INW,I1Pb�M M1NIflN KJ Y.'ln dr�r kA' 1VA V�V BV9 fdWNtth i[Intl ultl %Ih�V i7 i4 diVr.�le�uV��'nW"�&e drrW"Toy Ppo,rtcqVrDitwb1WMifkzcofAMCnmtadDoocimeWlre-�mnaaITieAm@rMWYWNh1i&AciAlicCekplawo-Waa#,tap+amlX�h' ','aWa.�ro�. e��c CONTRACT II-3 3471 Key West International Airport Noise Insulation Program Group Key West International Airport Noise Insulation Program Group 1 'IIf"the Suruetyelects to actuardersection J,52 oar5,3. tlaanthe respoans aulities of'tlr Surety to tlue O wrer sha l rood be gleater dun tliwe oftloe 'cmntwtciruruder the Coirtuctionicanbwt,arnd the responsrbalntues ofthe i to the Surety shallnDtbe gmaterthantiloseciftlnuSawrerurrdertheitceustuurctuoroCordract.Subjecttartheconwitnrentbythe ;'writer v.,pay the Balance of"tlue t orbra:t Vie,the Suzetyrs oblidaied,uwitl?u i iirp➢ication,bl,r i the respowlilitues4tl C Warta rrc rr c rurtale rtuvrevwcrl and conlipletuao-a ftilae Co nsbnrctionC"ordrazt, .2 addshwullegal, arldd',e ycrebrwsurltargbrarntlueC,'ovdmctom"s Defoilt,arid,. remlltin;fir'cen tlm actkau mfkhie to act o,f this SuurrtyuurrderSecbi S„arnd ligmdated llama es,oar if"no'hq udated dax ages air specffied in thrr ConstmsctuDmuCwtaa�actuuak d arooages cause d b y delayed pert'crn nurse car .rr wpert"oartwu.-e oftlue 4,w Mlb actor„ 81ftl*Sur^etkyelects to acturuderSection5 1,5.d or 5.4,der Snnmbj's habilityis hroutedto 4 arrou ntttl"ttuis od. S'McSiarety shallnnotbe liableto the(),wrerorothers robla xiturszs ct trkut 'wctcr^thoata lard tu:-tltt CorsbuctionContract,and the ldaLuceciffiv,Contrac.tPiceshallncAbereabao "tetclyorti� tcat uy la usrxelated lug orrs.Nori htofectinnshadl raeont& � oanyge oneur " `",, ther rib heirs,erarcuutors,alnduu tiaras,sutooessor,am as sligm, 10 Sloe Surety loaraby x aiur ruotica of aruy lucr e,iru lydrrup clogs es Dt tared t ttur Cons tir c" p 4,"cmutaact or to related subcontracts,punurhase order,and otheroblrgatiomus.. 1"1Anypmoceedir ,legalorequritair le,orderth5Sdorvd May tie Wsititaidina court 4/4knpeterdpuansdictionire the locatua-mn in whch the vrur➢c cur part of"the vrorlr as located.and.rlu li' titrted vriflun'tko year aflera declaratmcmr of':urtracfiarr'lr�naltartirflnntrroyearsa£trrtknrContzao roes eluw t cttuwatlunt ; , eaasaNrthe'Surey ratio's-es or fails to peribmi its Dblftatioruus under this Bond,uwhuc*,M c»corars ra :d# osuorrr of'this p'ara:raph are nrordorprr1ubi%dlby w,thenr nruurnprriodoaklma#at f labi to,,ut f"4detemeintinelvrisdlnctioruof" the suit sluallb e applrvc able. 1211'otrce to tle Surety,the")uwnerrrx tie Cordracto a be mailed,or l i d tr tlui slo wnontl>e page onwhchdueirsr auatrreappears. 1 "tf n thrs ldord hao;'been tur a hed to cone*w itha statuti',fg,otkuer legal regusur.meat iru the kocatim wheur the comtrdctson was to be per nred,anypromi6inthis Fond"'&i' " hm wwitheW statutoryor legal regauirerererd. shaU be deemed deleted,here"romand pronisrarns izo 'Mri to sae kf,iiatuta ryor other legal requarowreuerd shualllbe deerrued rrus.., rate+ heieirav heenso furnuushed, i t i,tlwat tills Bravi shallbe ccautneda.a statstorybond and rv.4 as a coruran on lawn Is Drool. x 141Da !tltlkttttb 11.11 Balance tf ft CottloaelP1$d1. (het ;ara6i k yp-dblebythueCrxnertotheContmetorurnderrtleCorestruection contract afker al'Iproper ad umAte b harrdlteenrrrmlr' dttuhdirg allowance is the Cord uurctor od"arryammnb receiw,ed or to be ieoeimd by thee Ctuwrner" sattlo rnt of it a,iwe or otherclamnr fo r d 4nalpes to ow ouch the a;omnt c tor is eaartutledt,red^gce l slid and prop 11 �Gtade to oxonbehaltof the Contractor cruder this Corustuuuction Cordzract �14.2�'MD( tMttitwt uG u„ narautbetwFeezutlue tvavrwea t a:orutoar rdeaNtif'ued wznthe r_o�arp�aa=, incbad*,'011 nrda � " nerds` "",chawes made to the agzeenammit and the Contmet Domainallb, tg 143 Cb*,' t1 wltt i"ailum ok",to C'ordract:m,which 1w rvotbeen remedied orwuarmil,to perkinn or otherwi se to coar^m wwrdra rraten«d Gerais of"� rc�astuatuon�'oract. 14.d O�t"attGlrpDtatdsu�.�" tx�d ra uwrrrer,wwhrchhas naf been rrrrrrdred orwvairard,to paythre C`ontsactoras rrqu,asrd under die corstmChon,�asiutrart or to pertDrno aryl +nn late Dr4_oruap1y wnrtlotheDtluar araalrrial trams of thus cores traction c rmatraci.. "14.1ICaei Docvn*nts.All the dozurnents thatcounpmiWse tlta a zeenuntbetweerntheeChvrner^,aril Ccmotractor. 11 lf'tiu tt'orrd ns issued fox an agoaervert betaweena Cordrnctour and subcontractor,the tease,Contractarun this Bona shall be deemed Lobe Surbconhactor.and the term Owner shwa.l br deened to be Ccaintrartor. lir"at.. A44 Ekc ontAl1;2--tr10'Psirtr tlarirfiC9 fond 0Dpr,Mg"tt7;M101tr'l.•rl,@ AmerWli lisft eolAr &("t.AMMiIgItts Moir%d iarFr Iiiit') 1110 Riau 4raeiljw,(1tCW vr;Ubdty atpVat1 U9 4opu, rG erpiu�.ruaB usW6bl n,aurti�0 a,Iua&K'NMI"siura tr�oadiixviooritt PMAJtirroaa ty?I10 Ml 'aaiieifralt� � Jr ail O, ari°tfoGd'trAPV evt4 a" rakiuull lie arm w ra40e aanru rrtap ow ml6Iii will aPPE1 W rwmmrou^papp J,b ilumatilm n oii"fGMposofbire urK1sr1'*istj To i efortioDWPigiaaiMieALP,OcatactDo m�ekt,e«miatlTlYeAnivim OrritldrtofAcIlMdelicoiraell^ µrgalQrrhong. CONTRACT II-5 3473 Key West International Airport Noise Insulation Program Group 1 �,"�Ci 'r�dldu��ti�nuz 4a�k�u:�l att� fawns; (*we:,%pvvid Wow aigwt es ad&d p ra a,othe,th2n Arse qpsanNg m the wver s, .), iO NTNGrORPS P MII IPAL SUfU "avwl�u lz N a pA aae t7) a�x ': � vporcite 5"eg) Ad;mm ard Tifie: Name amd Title: Ad'hass Addaress Wit, AULL&01Yt1n#ntA012--2010 NmNCrtppm�a Mirld Qp,PflqVbiQ3)110GMyif eAmeiC r Ns"Ll rnlAzlikA,ARdgVlb rwpsl"+arirA Au0.iRNIIW nos 1141wR rkypwwl wflN@ AIOWw ,Vd lri"Irp„M vl§�°w4�,g1'a,La'a oVNiA w V%wd"Ywd�Jft Mca Wo w Pwu!�8.1t�Yp�4',bG�„14'alG�`'o��wwC116u�4 rd,shlftj'bon�jtt00 JR&DA I",.N,hawWlVfll@nt, GO vnu �9�w4'11konP xn 'T6e,"fve,Jdm wort w4m sod w onw r,ovoillliww and ow ICwy twt vw pwww W li#mwntw e woprjtob w uwCryr, r to IAww To p epocgt'rg1tuPLMw:oAA„A OmtotIkescwl: Z,t-mail Tie Aml@0MIINhf'Mbu'!otlAvi&cW112galk ittelL VT*jk1@,38.uoorg. CONTRACT II-6 3474 Key West International Airport Noise Insulation Program Group 1 SwAIADoicumienta1 T11 — 211 Payrmr4 Bond IDO Ste: {( a17'A!£, oVa, %^alstaaus w»aad, rara,+aga at', V we a�"Vrzuarrsea�,D "w"Fa�w�4y�n�v��if�ry�plprau7alrslC q,a�la� �^� 'iueco�e� " m:mladC �ihuWl�lh DIV N 'V Fu; m t dr as M n 7 l TeiP s,a s,ra: a r�aa„ mt 4 a a srVmd Craaxr a Q0*1N1m rr er wr C0116114VIV;arRIV:,QWRACT a NAau ppAu fie. Date: Anwmid, (�&xraaRs ura2 Vaaeaa�ni SiVm D ate: aNkarwaarhdrtFaaaa wmasiruwasas eta^race aae;Y ,�Yt1f'a:aC9$I� " Mcidificalicim to tk ii B al& D11'cme S ce S e"tik VS[V411 RACTORAAS P'141 CG1w'AL `. �C.eMztiagraam�: f "arrm^ S"e � oaar, ,, ��"arr�narraxre,�" �)' N um f'v aa4, P si rw usW,avpamc.r en,*,Malt page ethii Avmant rrral.11 ,AG NI or 5f6 '6 pIWUVNERS RREPV S NfrAD VE: u�. ohi wt.newer"rr ra her j h tit. A li%DwinalntA9 Pam alnt Ebna,op, i�+pitoMilo bvTit Am, MICaai hsVft1R cdAiN Je c1m Alr m Ilub R110ra+d,A R MN 1 1) M a Je rpr�91wnoon'tvrm4gtuA+S�Mimb BP8C'A'T asitl%ra°ioarOwmYllruaaTt'a^A�irria0irriPm� kpvlimlJtotlAgrim�V`r„Smail$3a7rwoc111M9 �JpJIgmO1000A[A �;ICw�&JfUnAnt+7r min,pcotom ofIt,M3,,rIA4Ar$mt motet ,pol aro ir,ap wo& rmrwe NW$ 0111 VA rrjo plrfDi f0 d b b*maaofli un 4airtaw1klposa u P uro r t9s Pm Ma,To A *pDnoDW opI4mimOksafAR,Cut Umd boo imiaaffi@-ma lT11aAnit3!mallerUbV0ArAMdelad;aticoNrsall,aW911I ata:mmg. acw,a CONTRACT II-7 3475 Key West International Airport Noise Insulation Program Group 1 U"n*Canrfractenr and'S rrety,poutlyand scvaradly,tumd thernaelrnes,tlnear'heim,eau r birs,adrnatstratcars„sucuesscars and assignm to tle 0ewnerto pay for°Ia IDY,naateriials and aiiiinished foruse in the perfanmaance offha construction Cyr tract,wwldchis irtcerperated harevrxtayaefeuernce,subjeect to the foUming term.. §2If the Convtr,3:ta pros agatiy nukes pay xiat of alit r+ rlac to Claixa uns,and defends,irdeninifle.5 aid holds haarnlest tie! wruerfromclainv,dennatds,,lieu orwiftbyaxnwpenonorerdityieekil,igpayrrruanatfcarlad ,,nutenab orcpiptaemt fnnmshed foruse ut tha perfbnman:e of the Corvtarctiora Contract den the Suretya rd tle Coxxtrar_tor shall'hawe nocbhfatumrnu rider ths Bcennd.. Ifthere is rno Owner Defiadt under the Constinc?om CcrLtract,the Surety's uahlicationto the ae' t" t tlJis Dd'carnd shall arise after the Owner has p romp fly rnaffied the Contractor and fie Surety(at the ai4;u C"xi]hcd roaA;� u tau 13)1 ofcladnrs„darrnaruds„hems or suits against flu C viler m tlae Ow pro Party by UV pez,rMw S 00i R Id for labor auuaterials or eTripnuent fia:rrulied forrirse in the peufonnrarare csf the C amtructi. Crt lxacf att ,fendere ;" defrnse ofsnacltclairi denrarurds,lies or^rots to the Contractor and the 5ts 4Ibleunthe C"aawrnerhas,atrsfred t1v condxticmro mS'ecti, u%the Surety shall ;Artdl at defend,urd unify and hold harmless the Owner against adanly 1m dered clam dernair�1 rt ti r suit, §,I Me Surety's L+hgatiorrr,to aC'lairtnardundertlus Bond shall arise after Ji1 Chitin who do n have a direct r ntrwtwiththe Cantvacbr, A have furnishedawraitternruticeofncn-payzmexttothen"u "�actor ,accwacytle aruucurlf claxi and the nauane oI par^tyto awluicrmr t M� tanalswexe,or^di pnueaufwras„drnn led on zuppded or,fox wwharn the lab or was done orpenfomied j*'m.reaxety 9'01 gur,haw�lat performed labor Ior'hst fauxtas'led maW nals or eulutzpment W cutm and have,sent a.Claim to tie Sruety(at&addaess r- d inSek�u� s 12 t,:laannarmt, wluo are earl l,ye d t y or have drmact ccr actwwutlr ild a,t;rr,hai mttt a rclaum to the Surety(at file addraas descxnl ed rnSecfuoni GIfanctiLe cSiTon-paytauentrectutierced,tyS acctu 1".l Lqi by tam tarywrer�to fiv Corbasuctuar,„than snf`rcierdto sa fy a claimant's obb4ationtao fonmsh awwz t awe ofni��ntu rater Seatuon 511 2196na Clait arik Tras satasfied the couditiuhsea "0:6ons 5,1 am 5: "cwhichever is apphcalale,the Surety sheh PMtriptlyard at the Surety's expense take fluefOU6**actims: 71 Send an anmer tYo the i'l "`-wrn%. to the vwntlraru saxty Qt ttji days afts r receipt of tlta Ciarortr stern g the am uuab that 13re urud wd for cha&rrypaa any annoaunb h'uat are duputed,,a vi S72 Pay or,aimutge fox paywxnetrt any Its, d he Si0i„"603ife to disc hage" = i ah at under Sectnan7l or'Sectuon72zhaall not be deerned to aurrstitute�+adrwrerua�'i�efermey tine Surrt�dta+:tuurrtmylra�ve oeaAcuyuite.as tctaC'Iaima,exu�eptaT taaardispu�d aruruarntr` vrinirhthe5arz4t ; t t�we xeaelaed a raeraexnt.lt lu aew tt,theSarrety fauJs ti d sdutp its ol`A1iga,„"under»�e rt �. tion"r.�the Sawrety slualt irderaandfy tlna t>lanaaaarat frr tha reasarrtatihn attounna�+y's fees, "=t ," a� aea$te Grower artysnuaus fiaurai tol e due crud owu to tle Claanuanut. $ie a ` t teal r igataon It ``,luteuc,eea3 fke antcraamt aof'this Bord,phis the anaoannt rofreasmalale attorneys fees wed alder Ief.'on"I3, d"'tde armunt of this fond sh111re cxedrted for army payments made in good faith hp the Surety. 9Aramrds owwedbyy tlra' uwArer to the ,halttaeursed for tine perf"or^rnnI oftkue Con s txi ac°tiaata Contract t and to Batas fy edairms,if any,order any c:owtructiaon pc&r°naaruae bond.By Use C'orrtrac tr Ruinislanc and fine Owner arceptarag this Bond,they agree that all f uWs earned by the Cor haotor inthe peafllriurnce afthe CcauhuctionCoxaract are dedicated to satisfyoblixatim s of'tle Corhactcar and Sunetyiumderthis Bord;,suhr,pectto tle Owner's p^imt R touse Ile fiiards for tie ccnnpdeef onoftha work. nr9it, AYADIA:ann#nit AS t'Ai mw team Ps,,e#nit L-tm1d..Cil ;Im tlatOM110i naAmar alIkst A$ofAck M cir AIIIIrlpOt"bi re le rwe!a..�an Aiv la*Nam' 11$anArtle rraGVm,rrnfl9 it r*Pwde,°irnst'u roW It uvi mm�n arrntc�rwws rrntusn urnsrutomv ,mete,sip�srrw.VANaMin✓fir iji�YRVauutr7rry n W tt W kµeu, q�iuA.rm��rr9,or 2 n n,pat qh ao rr�ut wua,^rc"euut r ti mnww�n�a�A to nn,.a9tt urw4 t+vuMte r wn�u uYk rrnu�mrHa�e��a grk f tie me sunuwn odnrut pica mJIMI,rrPwnorr 1 4IS^,°s,"ro R RpoatcrjWrgWtuIDIWsmsXA1A Cm tact Dopmes t,*-aiiail Tia Ame IM k Us=VclAacattnta'lag;aiiconrcea,c yrrdWl{ eisrnup. CONTRACT II-8 3476 Key West International Airport Noise Insulation Program Group 1 ,110T1W Surety shall robe liabll*e to tha r".haarer,Claintaxds or others forobligaticru,of the Cordractai,that are unrelated tD the Constructic i Contract The Crwrxerskaall,Mt be liable foi tha payxam:xd of ariycosts cxexpenses of any Clainaardunler this Bond,aryl shall haveraxadexrthus Boxrl nro oblidatXMto nuke payments to,or give nrrticeorrbehalf' oC Claintaruts orothextiwi e haus anyobligatiom to Clsaxnaxrt�arrrclerthr*„fto,ril. 111iThe'Surety haiebyww aivsn notice ofarvI*fie,inAvlim chax es dtirxra,tw the CoxvstauctionCrnbw't;orto rela d Abc x4taa t3,pnxrchase ciders and otherob ation s. 11214rr swt or UW'dotIvrtbAnin aCourt , "coxes*text Jurisdiction ui the s tale MWUCla the pxaliect that is the slab jectofacorubuciCritcilo ;,ar fioni dire date 1 d onW hich the Clainiard Alit a Claim to the Sure ex,psixahw.an oforae y� � ty purg`�4 to Section.S 1 2 cr5.Z on(42)crnw hichthe lastlabar,rService was perEbunedby arm;,cM orth tmate""r Or e uip:rivit wen Rimsh hy,arrymweder the CmutmctionConW.xt whklvverc&# 11a or(6,ro.too;o� lft , pnsavisioro(S this Paragraph are void orprohibituadbylaw,tha sirrefiao(v,a. de rue in the jii� dictnoau of dia suitshsdl'be a phcable,. ,1311otace and Cl xis„to flue S urety,the cD+ernnax of the Contractor shah l be mailed or o d tc"� zs sku riven o'nthe page onwuhiu,h tleir swrature appears.Actual rc;ceiptofrwatiLe orClarnis,hxsvvnever " " , be,a,shallbe sM4 ffvcientco4 liame as Y9 de da.to r4cexwed. '1114 linen thus Bond hares beexa fisnuslved to ccanplyvrrtha statutory u,Aioa le pal uw q l it m therlocabonwwhere the con bucticar¢wrastobepert"asrrted,any provision in this Bend cc wi th 5 aid s tA*iy or leg at requixenvid s hall be deemed deletedhe t"ararnandgm^crwusizrruconForxr igto or other le ie,quixemexdshallbe lxru d in Aanpacrxatad hen fin.Whexr so tumrslued„the ixdent is that tlms ' "; ualll be consul as a statutoxybonl akin rrud as acommorn,lawrl m. & Mlciar 11$Up: rrsnreq ztbyar pers' ttentutaappe:uar trabcu;uldd A b �scnd n ;;l «rd,G&ue creak ctaraxtd fhwnershallpnnVtlyfixrushacopyot"thisBondlcarshall" Smutacbj"bemade.`' r 11fil1ai�amcrs 1ti;1ax fr waxittarus'ta'terruertitby 4ux Claarrtiaru#padu , laaadrnuarau: .1 the nano of the Clai , the naruraof the penonf,xwbojt &laboa was dui oirruitarialsoregui;pmerdfunuked; 3 a cap,yofthe ad mermlit ur,va1Cuti o reI,pmsrsnaant tc`wlwch labor materials, equipruesitwras furnished for rose inure peiforxixaxrre the C on tmc't caiCoxdract .4 a b tiefdescrip ion of ma ials,ot*%,ipivent fwaruuns lr,a ,4 the date mn which tli''�1a+ „l�ust pelf laborer last ff°,nxxxsslred anaxaals oxeapuxpanexd frrorrxse in t w peiki nazrce qrr4 comtItr1 ontiact; the tow a4vurtt, by ';ik' Ndtoaa llabax„ra derials rafteogwaprmrd furriislrad as ofthedate of the Clams t1w,to axaaanrxit s paynne s received bythe Claimant;grad "- s rua uxx'ut'due axn mapard t p; C'linnixd for labor„materials or equipment'funarshed as cad't1 to ofdlra Claims 11 NM NIt VSxwudz� �i4lty luavinrg a duct contract with the Contractor or with a subeoxdxactiraf'the Coudxa t tafurrmg a made iegluiptnerd fox we in thepeilbimawe oftla Combuctim C outtact,The term C p,�lr rl4d indxvudr : r exdity that has xightfrxlilyas saxtad a c'laimund,er an applicable mecharre,c"s lien oxsir .atsl l ;a rant fire real pd ztyuupacrrtvwhur'htlue lramyeotis located.The xnterd ofthxs Bondshallbe tnr irwTlade mwrtlwra t hxrritatio'nixu one t a s`lalro4 rruatexiakb ez equipment"that part of„rw atei a,,,pow ex,lug,ld,lv�at;veil, � ,heleplx ne salwxoe;,"war<a tal egurpmentused in thus CorobuctronCoxdract architactu xal curl e rg imexi sexvi s tte g raacd fix„ a e of tlae wsoA of tie Co+rdractor and the C onbacta's su bcoidractcars,and allU other items for wrlxicha nacr lien maybe asserted in tha jurrisdictiuxnwrlrare the labcz,xnatauals orerquipirentwwere fuxmsly d. §,,%3 Co n11:on Contact The agnerverdbetween the O wnerari Coiftactormdexdtlxed onnthe covarpage„ mchidurg all Coaxdract Domanerds and all chmp3 made to tle a Aeenvrd and the Contract 11cwoan xrds Arrn uIl#nt W 12""'"' 9010 IPdg"I onttbndi.' pe"Mi II1t�u'M1113�n a rammerttan ms 1E o(ArA IBA.AP11H IIntA r'oler"d,'rv,aifNMl6rl� 'niIdAiV l Vlrliit, V:r.�wuam our 0i1 ArotIpp,Nth 4'� U p q"„jP 11R1 t Law4�RI'd 17V�bnlohu�rw q'mlba D s I,MIYIWLV%I od�rH O�u,�PIVv4"eN.r"F'4dPrn r u00i lUid'kA�Gw 41 t Ho 40X r1gnPPoll't N, 3 ani,p�rbon; Otmv� ,relfflntovoroo,mamvt,omirelrwu repy br.MsodVAHboproto 'dVAd�fp�'*i aeW9�s.Nr6�Nm'wntp'apriuld4�AraiPor't1��whtao,To elpor1ocporrrD1twPa ntsaaARConaactDocnmmeris,e-mall'rtadAi eAmi,Brandt errArrWteMkga1mnrmse4,rxtrrpYt�aaaoo� CONTRACT II-9 3477 Key West International Airport Noise Insulation Program Group Addi,e55 Address CONTRACT 11-10 Key West International Airport Noise Insulation Program Group 1 SECTION B CERTIFICATE OF OWNER'S ATTORNEY THIS SECTION IS NOT INCLUDED CONTRACT II-11 3479 Key West International Airport Noise Insulation Program Group 1 SECTION C ACKNOWLEDGMENT FOR CHANGE ORDERS TO: Monroe County Board of Commissioners Key West, Florida REF: Key West International Airport Noise Insulation Program Group 1 Ladies and Gentlemen: In order to avoid the necessity of extensive amendments to the referred contract, the undersigned acknowledges hereby that the following conditions are those for which change orders are allowed under the Bid Law: 1 . Unusual and difficult circumstances which arose during the course of the execution of the contract which could not have been reasonably foreseen. 2. Where competitive bidding for the new work for new money will work to the serious detriment of the awarding authority. 3. Emergencies arising during the course of the work. 4. Changes or alterations provided for in the original bid and originals contract. Contractor: By: Title: CONTRACT II-12 3480 Key West International Airport Noise Insulation Program Group 1 SECTION D CONTRACT Key West International Airport Noise Insulation Program Group 1 THIS AGREEMENT made and entered into the day of , 20 , by and between , (hereinafter referred to as "CONTRACTOR"), and the Monroe County Board of Commissioners, Key West, Florida, (hereinafter referred to as "OWNER"). WITNESSETH: That the CONTRACTOR, for the consideration hereinafter fully set out, hereby agrees with the OWNER as follows: 1. That the CONTRACTOR, shall furnish all the materials, and perform all of the work in the manner and form as provided by the following enumerated documents; Instruction to Bidders, Form of Proposal, General Provisions, Special Provisions, Technical Specifications, Form of Contract, Form of Bond, Drawings and Addenda, which are attached hereto and made a part hereof, as if fully contained herein, for the construction of: Key West International Airport Noise Insulation Program Construction of Group 1 Monroe County, Florida 2. That the CONTRACTOR shall commence the work to be performed under this agreement on a date to be specified in a written order of the OWNER and shall fully complete all work hereunder within Two Hundred Thirty-Five (235) calendar days from the Notice-to- Proceed — Permits pursuant to Special Provision No. 3. 3. The OWNER hereby agrees to pay to the CONTRACTOR for the faithful performance of the agreement, subject to additions and deductions as provided in the specifications or proposal in lawful money of the United States as follows: Approximately Dollars ($ ) in accordance with unit prices attached as Exhibit 4. On or before the 15th day of each calendar month, the OWNER shall make partial payment to the CONTRACTOR on the basis of a duly certified and approved estimate of work performed during the preceding calendar month by the CONTRACTOR, less ten percent (10%) of the amount of such estimate which is to be retained by the OWNER until all work has been performed strictly in accordance with this agreement. County shall pay in accordance with the Florida Local Government Prompt Payment Act, Florida Statute 218.735. Each Application for Payment shall be based upon the Schedule of Values for CONTRACT II-13 3481 Key West International Airport Noise Insulation Program Group 1 the project. The Schedule of Values shall allocate the entire Contract Sum among the various portions of the Work and be prepared in such form and supported by such data to substantiate its accuracy as the Director of Airports may require. This schedule, unless objected to by the Director of Airports, shall be used as a basis for reviewing the Contractor's Applications for Payment. Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work, less retainage of ten percent 10%. Payment will be made after delivery and inspection by County and upon submission of invoices with supporting documentation acceptable to the Clerk, on a monthly schedule in arrears. Acceptability to the Clerk is based on generally accepted accounting principles and such laws, rules and regulations as may govern the Clerk's disbursal of funds. 5. Upon submission by the CONTRACTOR of evidence satisfactory to the OWNER that all payrolls, material bills and other costs incurred by the CONTRACTOR in connection with the construction of the work have been paid in full, final payment on account of this agreement shall be made within twenty (20) days after the completion by the CONTRACTOR of all work covered by this agreement and the acceptance of such work by the OWNER. 6. It is mutually agreed between the parties hereto that time is of the essence in this contract and in the event the construction of the work is not completed within the time herein specified, it is agreed that from the compensation otherwise to be paid to the CONTRACTOR, the OWNER may retain the amounts described in the Liquidated Damages, Special Provision No. 3, per day for each day thereafter, Sundays and holidays included, that the work remains uncompleted, which sum shall represent the actual damages which the OWNER will have sustained per day by failure of the CONTRACTOR to complete the work within the time stipulated and this sum is not a penalty being the stipulated damages the OWNER will have sustained in the event of such default by the CONTRACTOR. 7. It is further mutually agreed between the parties hereto that if at any time after the execution of this agreement and the surety bond hereto attached for its faithful performance, the OWNER shall deem the surety or sureties upon such bond to be unsatisfactory, or if, for any reason, such bond ceases to be adequate to cover the performance of the work, the CONTRACTOR shall, at its expense within five (5) days after the receipt of notice from the OWNER so to do, furnish an additional bond or bonds in such form and amount and with such surety or sureties as shall be satisfactory to the OWNER. In such event, no further payment to the CONTRACTOR shall be deemed to be due under this agreement until such new or additional security for the faithful performance of the work shall be furnished in manner and form satisfactory to the OWNER. 8. MAINTENANCE OF RECORDS: CONTRACTOR shall maintain all books, records, and documents directly pertinent to performance under this Agreement in accordance with generally accepted accounting principles consistently applied. Records shall be retained for a period of seven years from the termination of this agreement or three years from the submission of the final expenditure report as per 2 CRF 200.33. Each party to this CONTRACT II-14 3482 Key West International Airport Noise Insulation Program Group 1 Agreement or their authorized representatives shall have reasonable and timely access to such records of each other party to this Agreement for public records purposes during the term of the Agreement and for seven years following the termination of this Agreement. If an auditor employed by the OWNER or Clerk determines that monies paid to CONTRACTOR pursuant to this Agreement were spent for purposes not authorized by this Agreement, the CONTRACTOR shall repay the monies together with interest calculated pursuant to Sec. 55,03, Florida Statutes, running from the date the monies were paid to CONTRACTOR. 9. PUBLIC ACCESS: Public Records Compliance. CONTRACTOR must comply with Florida public records laws, including but not limited to Chapter 119, Florida Statutes and Section 24 of article I of the Constitution of Florida. The OWNER and CONTRACTOR shall allow and permit reasonable access to, and inspection of, all documents, records, papers, letters or other "public record" materials in its possession or under its control subject to the provisions of Chapter 119, Florida Statutes, and made or received by the OWNER and CONTRACTOR in conjunction with this contract and related to contract performance. The OWNER shall have the right to unilaterally cancel this contract upon violation of this provision by the CONTRACTOR. Failure of the CONTRACTOR to abide by the terms of this provision shall be deemed a material breach of this contract and the OWNER may enforce the terms of this provision in the form of a court proceeding and shall, as a prevailing party, be entitled to reimbursement of all attorney's fees and costs associated with that proceeding. This provision shall survive any termination or expiration of the contract. The CONTRACTOR is encouraged to consult with its advisors about Florida Public Records Law in order to comply with this provision. Pursuant to F.S. 119.0701 and the terms and conditions of this contract, the CONTRACTOR is required to: a) Keep and maintain public records that would be required by the OWNER to perform the service. b) Upon receipt from the OWNER's custodian of records, provide the OWNER with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in this chapter or as otherwise provided by law. c) Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of the contract if the contractor does not transfer the records to the OWNER. d) Upon completion of the contract, transfer, at no cost, to the OWNER all public records in possession of the CONTRACTOR or keep and maintain public records that would be required by the OWNER to perform the service. If the CONTRACTOR transfers all public records to the OWNER upon completion of the contract, the CONTRACTOR shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the CONTRACTOR keeps and maintains public records upon completion of the contract, the CONTRACTOR shall CONTRACT II-15 3483 Key West International Airport Noise Insulation Program Group 1 meet all applicable requirements for retaining public records. All records stored electronically must be provided to the OWNER, upon request from the OWNER's custodian of records, in a format that is compatible with the information technology systems of the OWNER. e) A request to inspect or copy public records relating to this contract must be made directly to the OWNER, but if the OWNER does not possess the requested records, the OWNER shall immediately notify the CONTRACTOR of the request, and the CONTRACTOR must provide the records to the OWNER or allow the records to be inspected or copied within a reasonable time. f) If the CONTRACTOR does not comply with the OWNER'S request for records, the OWNER shall enforce the public records contract provisions in accordance with the contract, notwithstanding the OWNER'S option and right to unilaterally cancel this contract upon violation of this provision by the CONTRACTOR. A CONTRACTOR who fails to provide the public records to the OWNER or pursuant to a valid public records request within a reasonable time may be subject to penalties under Section 119.10, Florida Statutes. Contractor shall not transfer custody, release, alter, destroy, or otherwise dispose of any public records unless or otherwise provided in this provision or as otherwise provided by law. IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS, BRIAN BRADLEY, AT (305) 292-3470, BRADLEY- BRIANMONROECOUNTY- L.GOV, MONROE COUNTY ATTORNEY'S OFFICE, 1111 12th STREET, SUITE 408, KEY WEST, FL 33040. 10. HOLD HARMLESS AND INSURANCE: Notwithstanding any minimum insurance requirements prescribed elsewhere in this agreement, CONTRACTOR shall defend, indemnify and hold the OWNER and the OWNER's elected and appointed officers and employees harmless from and against: (i) any claims, actions or causes of action, (ii) any litigation, administrative proceedings, appellate proceedings, or other proceedings relating to any type of injury (including death), loss, damage, fine, penalty or business interruption, and (iii)any costs or expenses (including,without limitation, costs of remediation and costs of additional security measures that the Federal Aviation Administration, the Transportation Security Administration or any other governmental agency requires by reason of, or in connection with a violation of any federal law or regulation, attorneys'fees and costs, court costs, fines and penalties) that may be asserted against, initiated with respect to, or sustained by, any indemnified party by reason of, or in connection with, (A) any activity of CONTRACTOR or any of its employees, agents, contractors or other invitees on the Construction Site during the term of this Agreement, (B) the negligence or willful misconduct of CONTRACTOR or any of its employees, agents, contractors or other invitees, or (C) CONTRACTOR' default in respect of any of the obligations that it undertakes under the terms of this Agreement, except to the extent the claims, actions, causes of action, litigation, proceedings, costs or expenses arise from the intentional or sole negligent acts or omissions of the OWNER or any of its employees, agents, contractors or invitees (other than CONTRACTOR). The monetary limitation of liability under this contract shall be equal to the dollar value of the contract and not less than $1 million per occurrence pursuant to Section 725.06, Florida Statutes. Insofar as the claims, CONTRACT II-16 3484 Key West International Airport Noise Insulation Program Group 1 actions, causes of action, litigation, proceedings, costs, or expenses relate to events or circumstances that occur during the term of this Agreement, this section will survive the expiration of the term of this Agreement or any earlier termination of this Agreement. In the event the completion of the project (including the work of others) is delayed or suspended as a result of the CONTRACTOR's failure to purchase or maintain the required insurance, the CONTRACTOR shall indemnify the OWNER from any and all increased expenses resulting from such delay. The extent of liability is in no way limited to, reduced, or lessened by the insurance requirements contained elsewhere within this agreement. CERTIFICATES OF INSURANCE. Original Certificates of Insurance shall be provided to the OWNER at the time of execution of this Agreement and certified copies provided if requested. Each policy certificate shall be endorsed with a provision that not less than thirty (30) calendar days'written notice shall be provided to the OWNER before any policy or coverage is canceled or restricted. The underwriter of such insurance shall be qualified to do business in the State of Florida. If requested by the County Administrator, the insurance coverage shall be primary insurance with respect to the OWNER, its officials, employees, agents, and volunteers. Failure of CONTRACTOR to comply with the requirements of this section shall be cause for immediate termination of this agreement. 11. NON-WAIVER OF IMMUNITY: Notwithstanding the provisions of Sec. 768.28, Florida Statutes, the participation of OWNER and CONTRACTOR in this Agreement and the acquisition of any commercial liability insurance coverage, self-insurance coverage, or local government liability insurance pool coverage shall not be deemed a waiver of immunity to the extent of liability coverage, nor shall any Agreement entered into by the OWNER be required to contain any provision for waiver. 12. NO PLEDGE OF CREDIT: CONTRACTOR shall not pledge the OWNER'S credit or make it a guarantor of payment or surety for any contract, debt, obligation,judgment, lien, or any form of indebtedness. CONTRACTOR further warrants and represents that it has no obligation or indebtedness that would impair its ability to fulfill the terms of this contract. 13. NOTICE REQUIREMENT: Any notice required or permitted under this agreement shall be in writing and hand delivered or mailed, postage prepaid, to the other party by certified mail, returned receipt requested, to the following: FOR OWNER: Pedro Mercado Richard Strickland, Director of Airports Sr. Assistant County Attorney Key West International Airport 1111 12th Street, Suite 408 3491 S. Roosevelt Blvd. Key West, FL 33040 Key West, Florida 33040 CONTRACT II-17 3485 Key West International Airport Noise Insulation Program Group 1 FOR CONTRACTOR: 14. GOVERNING LAW, VENUE, AND INTERPRETATION: This Agreement shall be governed by and construed in accordance with the laws of the State of Florida applicable to Agreements made and to be performed entirely in the State. In the event that any cause of action or administrative proceeding is instituted for the enforcement or interpretation of this Agreement, the OWNER and CONTRACTOR agree that venue will lie in the appropriate court or before the appropriate administrative body in Monroe County, Florida. 15. MEDIATION: The OWNER and CONTRACTOR agree that, in the event of conflicting interpretations of the terms or a term of this Agreement by or between any of them the issue shall be submitted to mediation prior to the institution of any other administrative or legal proceeding. Mediation proceedings initiated and conducted pursuant to this Agreement shall be in accordance with the Florida Rules of Civil Procedure and usual and customary procedures required by the circuit court of Monroe County. 16. SEVERABILITY: If any term, covenant, condition or provision of this Agreement (or the application thereof to any circumstance or person) shall be declared invalid or unenforceable to any extent by a court of competent jurisdiction, the remaining terms, covenants, conditions and provisions of this Agreement, shall not be affected thereby; and each remaining term, covenant, condition and provision of this Agreement shall be valid and shall be enforceable to the fullest extent permitted by law unless the enforcement of the remaining terms, covenants, conditions and provisions of this Agreement would prevent the accomplishment of the original intent of this Agreement. The OWNER and CONTRACTOR agree to reform the Agreement to replace any stricken provision with a valid provision that comes as close as possible to the intent of the stricken provision. 17. ATTORNEY'S FEES AND COSTS: OWNER and CONTRACTOR agree that in the event any cause of action or administrative proceeding is initiated or defended by any party relative to the enforcement or interpretation of this Agreement, the prevailing party shall be entitled to reasonable attorney's fees and attorney's fees, in appellate proceedings. Each party agrees to pay its own court costs, investigative, and out-of-pocket expenses whether it is the prevailing party or not, through all levels of the court system. 18. ADJUDICATION OF DISPUTES OR DISAGREEMENTS: OWNER and CONTRACTOR agree that all disputes and disagreements shall be attempted to CONTRACT II-18 3486 Key West International Airport Noise Insulation Program Group 1 be resolved by meet and confer sessions between representatives of each of OWNER and CONTRACTOR. If no resolution can be agreed upon within 30 days after the first meet and confer session, the issue or issues shall be discussed at a public meeting of the Board of County Commissioners. If the issue or issues are still not resolved to the satisfaction of OWNER and CONTRACTOR,then any party shall have the right to seek such relief or remedy as may be provided by this Agreement or by Florida law. 19. COOPERATION: In the event any administrative or legal proceeding is instituted against either party relating to the formation, execution, performance, or breach of this Agreement, OWNER and CONTRACTOR agree to participate, to the extent required by the other party, in all proceedings, hearings, processes, meetings, and other activities related to the substance of this Agreement or provision of the services under this Agreement. OWNER and CONTRACTOR specifically agree that no party to this Agreement shall be required to enter into any arbitration proceedings related to this Agreement. 20. BINDING EFFECT: The terms, covenants, conditions, and provisions of this Agreement shall bind and inure to the benefit of OWNER and CONTRACTOR and their respective legal representatives, successors, and assigns. 21. AUTHORITY: Each party represents and warrants to the other that the execution, delivery, and performance of this Agreement have been duly authorized by all necessary County and corporate action, as required by law. 22. PRIVILEGES AND IMMUNITIES: All of the privileges and immunities from liability, exemptions from laws, ordinances, and rules and pensions and relief, disability, workers' compensation, and other benefits which apply to the activity of officers, agents, or employees of any public agents or employees of the OWNER, when performing their respective functions under this Agreement within the territorial limits of the OWNER shall apply to the same degree and extent to the performance of such functions and duties of such officers, agents, volunteers, or employees outside the territorial limits of the OWNER. 23. LEGAL OBLIGATIONS AND RESPONSIBILITIES: This Agreement is not intended to, nor shall it be construed as, relieving any participating entity from any obligation or responsibility imposed upon the entity by law except to the extent of actual and timely performance thereof by any participating entity, in which case the performance may be offered in satisfaction of the obligation or responsibility. Further, this Agreement is not intended to, nor shall it be construed as, authorizing the delegation of the constitutional or statutory duties of the OWNER, except to the extent permitted by the Florida constitution, state statute, and case law. 24. NON-RELIANCE BY NON-PARTIES: No person or entity shall be entitled to rely upon the terms, or any of them, of this Agreement to enforce or attempt to enforce any third-party claim or entitlement to or benefit of any service or program contemplated hereunder, and the OWNER and the CONTRACTOR agree that neither the OWNER nor the CONTRACTOR or any agent, officer, or employee of either shall have the authority to inform, counsel, or otherwise indicate that any particular individual or group of individuals, entity or entities, have entitlements or CONTRACT II-19 3487 Key West International Airport Noise Insulation Program Group 1 benefits under this Agreement separate and apart, inferior to, or superior to the community in general or for the purposes contemplated in this Agreement. 25. NO PERSONAL LIABILITY: No covenant or agreement contained herein shall be deemed to be a covenant or agreement of any member, officer, agent, or employee of Monroe County in his or her individual capacity, and no member, officer, agent, or employee of Monroe County shall be liable personally on this Agreement or be subject to any personal liability or accountability by reason of the execution of this Agreement. 26. EXECUTION IN COUNTERPARTS: This Agreement may be executed in any number of counterparts, each of which shall be regarded as an original, all of which taken together shall constitute one and the same instrument and OWNER and CONTRACTOR hereto may execute this Agreement by signing any such counterpart. 27. NON-DISCRIMINATION: CONTRACTOR agrees that there will be no discrimination against any person, and it is expressly understood that upon a determination by a court of competent jurisdiction that discrimination has occurred, this Agreement automatically terminates without any further action on the part of any party, effective the date of the court order. CONTRACTOR agrees to comply with all Federal and Florida statutes, and all local ordinances, as applicable, relating to nondiscrimination. These include but are not limited to: a) Title VI I of the Civil Rights Act of 1964(PL 88-352)which prohibit discrimination in employment on the basis of race, color, religion, sex, or national origin; b) Title IX of the Education Amendment of 1972, as amended (20 USC §§ 1681- 1683, and 1685-1686), which prohibits discrimination on the basis of sex; c) Section 504 of the Rehabilitation Act of 1973, as amended (20 USC § 794), which prohibits discrimination on the basis of handicaps; d) The Age Discrimination Act of 1975, as amended (42 USC §§ 6101-6107) which prohibits discrimination on the basis of age e) The Drug Abuse Office and Treatment Act of 1972 (PL 92-255), as amended, relating to nondiscrimination on the basis of drug abuse; f) The Comprehensive Alcohol Abuse and Alcoholism Prevention, Treatment and Rehabilitation Act of 1970 (PL 91-616), as amended, relating to nondiscrimination on the basis of alcohol abuse or alcoholism; g) The Public Health Service Act of 1912, §§ 523 and 527 (42 USC §§ 690dd-3 and 290ee- 3), as amended, relating to confidentiality of alcohol and drug abuse patient records; h) Title VIII of the Civil Rights Act of 1968 (42 USC § et seq.), as amended, relating to nondiscrimination in the sale, rental, or financing of housing; CONTRACT II-20 3488 Key West International Airport Noise Insulation Program Group 1 i) The Americans with Disabilities Act of 1990 (42 USC § 12101), as amended from time to time, relating to nondiscrimination in employment on the basis of disability; j) Monroe County Code Chapter 14, Article II, which prohibits discrimination on the basis of race, color, sex, religion, national origin, ancestry, sexual orientation, gender identity or expression, familial status, or age; and k) Any other nondiscrimination provisions in any federal or state statutes which may apply to the parties to, or the subject matter of, this Agreement. 28. COVENANT OF NO INTEREST: OWNER and CONTRACTOR covenant that neither presently has any interest, and shall not acquire any interest, which would conflict in any manner or degree with its performance under this Agreement, and that the only interest of each is to perform and receive benefits as recited in this Agreement. 29. CODE OF ETHICS: OWNER agrees that officers and employees of the OWNER recognize and will be required to comply with the standards of conduct for public officers and employees as delineated in Section 112.313, Florida Statutes, regarding, but not limited to, solicitation or acceptance of gifts; doing business with one's agency; unauthorized compensation; misuse of public position; conflicting employment or contractual relationship; and disclosure or use of certain information. 30. ETHICS CLAUSE: CONTRACTOR warrants that he/she/it had not employed, retained or otherwise had act on his/her/its behalf any former officer or employee of the OWNER subject to the prohibition of Section 2 of Ordinance No. 010-1990 or any officer or employee of the OWNER in violation of Section 3 of Ordinance No. 020-1990. For breach or violation of this provision the OWNER may, in its discretion, terminate this contract without liability and may also, in its discretion, deduct from the contract or purchase price, or otherwise recover the full amount of any fee, commission, percentage, gift, or consideration paid to the former officer or employee of the OWNER. 31. ATTESTATIONS: CONTRACTOR agrees to execute such documents as the OWNER may reasonably require, to include a Public Entity Crime Statement, an Ethics Statement, and a Drug-Free Workplace Statement. 32. MUTUAL REVIEW: This agreement has been carefully reviewed by CONTRACTOR and the OWNER, therefore this agreement is not to be construed against either party on the basis of authorship. CONTRACT II-21 3489 Key West International Airport Noise Insulation Program Group 1 IN WITNESS WHEREOF, each party has caused this Agreement to be executed by its duly authorized representatives on the day and date first above written. (SEAL) BOARD OF COUNTY COMMISSIONERS ATTEST: KEVIN MADOK, CLERK OF MONROE COUNTY, FLORIDA By: By: Deputy Clerk Mayor/Chairman MONROE COUNTY ATTORNEY APPROVED AS TO FORM CONTRACTOR By: PEDRO J. MERCADO SR. ASSISTANT COUNTY ATTORNEY Date: Title: STATE OF: COUNTY OF: Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ online notarization, on (date) by (name of affiant). He/She is personally known to me or has produced (type of identification) as identification. NOTARY PUBLIC CONTRACT II-22 3490 DIVISION III GENERAL PROVISIONS 3491 DIVISION III GENERAL PROVISIONS SECTION 10 - DEFINITION OF TERMS...................................................................................III-1 SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS........................................III-6 SECTION 30 -AWARD AND EXECUTION OF CONTRACT...................................................III-9 SECTION 40 - SCOPE OF WORK..........................................................................................III-11 SECTION 50 - CONTROL OF WORK.....................................................................................III-14 SECTION 60 - CONTROL OF MATERIALS...........................................................................III-21 SECTION 70 - LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC ....................III-25 SECTION 80 - PROSECUTION AND PROGRESS................................................................III-34 SECTION 90 - MEASUREMENT AND PAYMENT.................................................................III-40 SECTION 100 - CONTRACTOR QUALITY CONTROL PROGRAM .....................................III-46 SECTION 110— Not Used....................................................................................................III-52 SECTION 120— Not Used....................................................................................................III-52 SECTION 130 - SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION .............III-53 SECTION 140 - GENERAL INSURANCE REQUIREMENTS FOR CONTRACTORS AND SUBCONTRACTORS.............................................III-54 SECTION 150 - DISADVANTAGED BUSINESS ENTERPRISE PROGRAM .......................III-63 SECTION 160 - CONSTRUCTION CONTRACT CLAUSES AIRPORT IMPROVEMENT PROGRAM ........................................................................III-78 SECTION 170 - BUY AMERICAN PREFERENCES.............................................................III-106 GENERAL PROVISIONS 3492 Key West International Airport Noise Insulation Program Group 1 SECTION 10 DEFINITION OF TERMS Whenever the following terms are used in these specifications, in the Contract, in any documents or other instruments pertaining to construction where these specifications govern, the intent and meaning shall be interpreted as follows: 10-01 ADVERTISEMENT. A public announcement, as required by local law, inviting bids for work to be performed and materials to be furnished. 10-02 ADDENDUM..A modification of the plans or other Contract documents issued by the NIP Program Manager and distributed to prospective bidders prior to the opening of the proposal. 10-03 AIP. The Airport Improvement Program, a grant-in-aid program, administered by the Federal Aviation Administration. 10-04 AIRPORT NOISE PROGRAM COORDINATOR. An Authorized representative of the NIP Program Manager duly authorized by the Owner (Sponsor) to be the Owner's representative and acting directly or through an authorized representative. 10-05 ARCHITECT. An authorized representative of the NIP Program Manager responsible for architectural supervision of the contract work. 10-06 ASTM. The American Society for Testing and Materials. 10-07 AWARD. The acceptance, by the Owner, of the successful bidder's proposal. 10-08 BID BOND (PROPOSAL GUARANTY). The security furnished with a proposal to guarantee that the bidder will enter into a contract if his proposal is accepted by the Owner. 10-09 BIDDER. Any individual, partnership, firm, or corporation, acting directly or through a duly authorized representative, who submits a proposal for the work contemplated. 10-10 CALENDAR DAY. Every day shown on the calendar. 10-11 CERTIFICATES OF COMPLIANCES. Written statements by the manufacturer stating the material furnished is in conformance with the Specifications. 10-12 CHANGE ORDER. A written order to the Contractor covering changes in the plans, specifications, or proposal quantities and establishing the basis of payment and contract time adjustment, if any, for the work affected by such changes. The work, covered by a change order, shall be within the scope of the contract. 10-13 CONSTRUCTION MANAGER. An authorized representative of the NIP Program Manager responsible for day-to-day oversight of the Contract Work and assigned to make all necessary inspections and/or tests of the Work performed or being performed, or of the materials furnished or being furnished by the Contractor. GENERAL PROVISIONS III-1 3493 Key West International Airport Noise Insulation Program Group 1 10-14 CONTRACT. The written agreement covering the Work to be performed. The awarded contract shall include but is not limited to: The Advertisement; The Contract Form; The Proposal; The Performance Bond; The Payment Bond; any required insurance certificates; The Specifications; The Plans, and any addenda issued to bidders. 10-15 CONTRACT DOCUMENTS. The written agreement covering the Work to be performed. The awarded Contract shall include, but is not limited to: the Invitation for Bids; the Bid Documents, the Contract form; the Proposal, the Schedule of Bid Items; the Proposal Bond; the Contract Bond, the Labor and Materials Bond; any required insurance certificates; the General and Special Provisions; the Technical Specifications; the Plans; any addenda issued to Bidders; and any Change Orders issued to the Contractor. 10-16 CONTRACT ITEM (PAY ITEM). A specific unit of work for which a price is provided in the contract. 10-17 CONTRACT TIME. The number of calendar days, stated in the proposal, allowed for completion of the contract, including authorized time extensions. If a calendar date of completion is stated in the proposal, in lieu of a number of calendar days, the contract shall be completed by that date. 10-18 CONTRACTOR. The individual, partnership, firm, or corporation primarily liable for the acceptable performance of the Work contracted and for the payment of all legal debts pertaining to the Work who acts directly or through lawful agents or employees to complete the contract work. See Section 01310 Project Management & Coordination paragraph 1.06 Project Management Personnel for specific project personnel requirements and responsibilities. 10-19 ENVIRONMENTAL SPECIALIST. An authorized representative of the NIP Program Manager responsible for environmental supervision of the contract work. 10-20 ENGINEER. An authorized representative of the NIP Program Manager responsible for engineering supervision of the contract work. 10-21 EQUIPMENT. All machinery, together with the necessary supplies for upkeep and maintenance, and also all tools and apparatus necessary for the proper construction and acceptable completion of the Work. 10-22 EXTRA WORK. An item of work not provided for in the awarded contract as previously modified by change order or supplemental agreement, but which is found by the Program Manager to be necessary to complete the Work within the intended scope of the contract as previously modified. 10-23 FAA. The Federal Aviation Administration of the U.S. Department of Transportation. When used to designate a person, FAA shall mean the Administrator or his/her duly authorized representative. 10-24 FEDERAL SPECIFICATIONS. The Federal Specifications and Standards, and supplements, amendments, and indices thereto are prepared and issued by the General Services Administration of the Federal Government. 10-25 INSPECTOR. An authorized representative of the City of Key West Building Department GENERAL PROVISIONS III-2 3494 Key West International Airport Noise Insulation Program Group 1 assigned to make all necessary inspections and approvals of the Work performed or being performed by the Contractor. 10-26 INTENTION OF TERMS. Whenever, in these specifications or on the plans, the words "directed,""required,""permitted," "ordered,""designated," "prescribed,"or words of the like import are used, it shall be understood that the direction, requirement, permission, order, designation, or prescription of the NIP Program Manager is intended; and similarly, the words "approved," "acceptable," "satisfactory," or words of like import, shall mean approved by, or acceptable to, or satisfactory to the NIP Program Manager, subject in each case to the final determination of the Owner. Any reference to a specific requirement of a numbered paragraph of the contract specifications or a cited standard shall be interpreted to include all general requirements of the entire section, specification item, or cited standard that may be pertinent to such specific reference. 10-27 LABORATORY. The official testing laboratories of the Owner or such other laboratories as may be designated by the NIP Program Manager. 10-28 MAJOR AND MINOR CONTRACT ITEMS. A major contract item shall be any item that is listed in the proposal, the total cost of which is equal to or greater than 20 percent of the total amount of the award contract. All other items shall be considered minor contract items. 10-29 MATERIALS. Any substance specified for use in the construction of the contract work. 10-30 MIL SPECIFICATIONS. The Military Specifications and Standard, and indices thereto, that are prepared and issued by the Department of Defense. 10-31 NIP PROGRAM MANAGER. The individual, partnership, firm, or corporation duly authorized by the Owner (Sponsor) to be responsible for supervision of the contract work and acting directly or through an authorized representative. 10-32 NOTICE TO PROCEED. A written notice to the Contractor to begin the actual contract work on a previously agreed to date. If applicable, the Notice to Proceed shall state the date on which the contract time begins. 10-33 OWNER (SPONSOR). The term Owner shall mean the party of the first part or the contracting agency signatory to the contract (i.e., the Monroe County Board of County Commissioners). For AIP contracts, the term Sponsor shall have the same meaning as the term Owner. 10-34 OWNER'S (SPONSOR'S) REPRESENTATIVE. The individual, partnership, firm, or corporation duly authorized by the Owner (Sponsor) to be the Owner's representative and acting directly or through an authorized representative (i.e., the Airport Noise Program Coordinator). 10-35 PAVEMENT. The combined surface course, base course, and sub base course, if any, considered as a single unit. 10-36 PAYMENT BOND. The approved form of security furnished by the Contractor and his/her surety as a guaranty that he/she will pay in full all bills and accounts for materials and labor used in the construction of the Work. GENERAL PROVISIONS III-3 3495 Key West International Airport Noise Insulation Program Group 1 10-37 PERFORMANCE BOND. The approved form of security furnished by the Contractor and his/her surety as a guaranty that the Contractor will complete the Work in accordance with the terms of the contract. 10-38 PLANS. The official drawings or exact reproductions which show the location, character, dimensions, and details of the Work to be done and which are to be considered as a part of the contract, supplementary to the specifications. 10-39 PROJECT. The agreed scope of work for accomplishing specific airport noise mitigation with respect to a particular airport. 10-40 PROPOSAL. The written offer of the bidder (when submitted on the approved proposal form) to perform the contemplated work and furnish the necessary materials in accordance with the provisions of the Plans and Specifications. 10-41 PROPOSAL GUARANTY. The security furnished with a proposal to guarantee that the bidder will enter into a contract if his/her proposal is accepted by the Owner. 10-42 PROPERTY. The individual residential structure located in Key West FL scheduled to receive airport noise mitigation improvements. 10-43 PROPERTY OWNER. The individual(s), partnership, firm, or corporation holding title to the Property. 10-44 SPECIAL PROVISIONS. The specific clauses setting forth conditions or requirements peculiar to the project under consideration, covering work or material involved in the proposal and estimate, which are not thoroughly or satisfactorily stipulated in these Specifications. 10-45 SPECIFICATIONS. A part of the contract containing the written directions and requirements for completing the contract work. Standards for specifying materials or testing which are cited in the contract specifications by reference shall have the same force and effect as if included in the contract physically. 10-46 SPONSOR. Shall mean the same as Owner. 10-47 SUBCONTRACTOR. Any individual, partnership or corporation supplying the Contractor with labor, materials, and supplies, used directly or indirectly by the said Contractor or subcontractor in the prosecution of the Work. 10-48 SUBGRADE. The soil which forms the pavement foundation. 10-49 SUPERINTENDENT. The Contractor's executive representative who is present on the Work during progress, authorized to receive and fulfill instructions from the NIP Program Manager, and who shall supervise and direct the construction. 10-50 SUPPLEMENTAL AGREEMENT. A written agreement between the Contractor and the Owner covering: (1) work that would increase or decrease the total amount of the awarded contract, or any major contract item, by more than 25 percent, such increased or decreased work being within the scope of the originally awarded contract; or (2) work that is not within the scope of the originally awarded contract. GENERAL PROVISIONS III-4 3496 Key West International Airport Noise Insulation Program Group 1 10-51 SURETY. The corporation, partnership, or individual, other than the Contractor, executing payment or performance bonds which are furnished to the Owner by the Contractor. 10-52 WORK. The furnishing of all labor, materials, tools, equipment, and incidentals necessary or convenient to the Contractor's performance of all duties and obligations imposed by the Contract, Plans, and Specifications. 10-53 WORKING DAY. A working day shall be any day other than a legal holiday, Saturday, or Sunday on which the normal working forces of the Contractor may proceed with regular work for at least 6 hours toward completion of the contract. Unless work is suspended for causes beyond the Contractor's control, Saturdays, Sundays, and holidays on which the Contractor's forces engage in regular work, requiring the presence of an inspector, will be considered as working days. END OF SECTION 10 GENERAL PROVISIONS III-5 3497 Key West International Airport Noise Insulation Program Group 1 SECTION 20 PROPOSAL REQUIREMENTS AND CONDITIONS 20-01 ADVERTISEMENT (Notice to Bidders). The Owner, or his/her authorized agent, shall publish the advertisement at such places and at such times as are required by local law or ordinances. The published advertisement shall state the time and place for submitting sealed proposals; a description of the proposed work; instructions to bidders as to obtaining proposal forms, plans, and specifications; proposal guaranty required; and the Owner's right to reject any and all bids. 20-02 PREQUALIFICATION OF BIDDERS. Each bidder shall furnish the Owner satisfactory evidence of his/her competency to perform the proposed work. Such evidence of competency, unless otherwise specified, shall consist of statements covering the bidder's past experience on similar work, a list of equipment that would be available for the Work, and a list of key personnel that would be available. In addition, each bidder shall furnish the Owner satisfactory evidence of his/her fiscal responsibility. Such evidence of fiscal responsibility, unless otherwise specified, shall consist of a statement or report of the bidder's financial resources and liabilities as of the last calendar year or the Contractor's last fiscal year. Such statements or reports shall be certified by a public accountant.At the time of submitting such financial statements or reports, the bidder shall further certify whether his/her fiscal responsibility is approximately the same as stated or reported by the public accountant. If the bidder's fiscal responsibility has changed, the bidder shall qualify the public accountant's statement or report to reflect his/her (bidder's) true financial condition at the time such qualified statement or report is submitted to the Owner. Each bidder shall submit "evidence of competency" and "evidence of fiscal responsibility" to the Owner at the time of the bid opening. 20-03 CONTENTS OF PROPOSAL FORMS. The Owner shall furnish bidders with proposal forms. All papers bound with or attached to the proposal forms are necessary parts and must not be detached. The Plans, Specifications, and other documents designated in the proposal form shall be considered a part of the proposal whether attached or not. 20-04 ISSUANCE OF PROPOSAL FORMS. The Owner reserves the right to refuse to issue a proposal form to a prospective bidder should such bidder be in default for any of the following reasons: A. Failure to comply with any prequalification regulations of the Owner, if such regulations are cited, or otherwise included, in the proposal as a requirement for bidding. B. Failure to pay, or satisfactorily settle, all bills due for labor and materials on former contracts in force (with the Owner) at the time the Owner issues the proposal to a prospective bidder. C. Contractor default under previous contracts with the Owner. D. Unsatisfactory work on previous contracts with the Owner. GENERAL PROVISIONS III-6 3498 Key West International Airport Noise Insulation Program Group 1 20-05 INTERPRETATION OF ESTIMATED PROPOSAL QUANTITIES. NOT USED. 20-06 EXAMINATION OF PLANS, SPECIFICATIONS, AND SITE. The bidder is expected to carefully examine the site of the proposed work, the Proposal, Plans Specifications, and Contract Forms. He/she shall satisfy himself/herself as to the character, quality, and quantities of work to be performed, materials to be furnished, and as to the requirements of the proposed contract. The submission of a proposal shall be prima facie evidence that the bidder has made such examination and is satisfied as to the conditions to be encountered in performing the Work and as to the requirements of the proposed Contract, Plans, and Specifications. 20-07 PREPARATION OF PROPOSAL. Bidder shall submit the bidder's proposal in electronic format only. The bidder shall submit his/her proposal on the forms furnished by the Owner. All blank spaces in the proposal forms must be correctly filled in where indicated for each and every item for which a quantity is given. The bidder shall state the price (written in ink or typed) both in words and numerals for which he/she proposes to do each pay item furnished in the proposal. In case of conflict between words and numerals, the words, unless obviously incorrect, shall govern. The bidder shall sign his/her proposal correctly and in ink. If the proposal is made by an individual, his/her name and post office address must be shown. If made by a partnership, the name and post office address of each member of the partnership must be shown. If made by a corporation, the person signing the proposal shall give the name of the state under the laws of which the corporation was chartered and the name, titles, and business address of the president, secretary, and the treasurer. Anyone signing a proposal as an agent shall file evidence of his/her authority to do so and that the signature is binding upon the firm or corporation. 20-08 IRREGULAR PROPOSALS. Proposals shall be considered irregular for the following reasons: A. If the proposal is on a form other than that furnished by the Owner, or if the Owner's form is altered, or if any part of the proposal form is detached. B. If there are unauthorized additions, conditional or alternate pay items, or irregularities of any kind which make the proposal incomplete, indefinite, or otherwise ambiguous. C. If the proposal does not contain a unit price for each pay item listed in the proposal, except in the case of authorized alternate pay items, for which the bidder is not required to furnish a unit price. D. If the proposal contains unit prices that are obviously unbalanced. E. If the proposal is not accompanied by the proposal guaranty specified by the Owner. The Owner reserves the right to reject any irregular proposal and the right to waive irregularities, technicalities, or omissions if such waiver is in the best interest of the Owner and conforms to local laws and ordinances pertaining to the letting of construction contracts. 20-09 BID GUARANTEE. Each separate proposal shall be accompanied by a certified check, or other specified acceptable collateral, in the amount specified in the proposal form. Such check, or collateral, shall be made payable to the Owner. GENERAL PROVISIONS III-7 3499 Key West International Airport Noise Insulation Program Group 1 20-10 DELIVERY OF PROPOSAL. Each proposal submitted shall be submitted electronically in accordance with Division 1, Section B -Article 16, Instructions to Bidders. 20-11 WITHDRAWAL OR REVISION OF PROPOSALS. A bidder may withdraw or revise (by withdrawal of one proposal and submission of another) a proposal provided that the bidder's request for withdrawal is received by the Owner in writing before the time specified for opening bids. Revised proposals must be received at the place specified in the advertisement before the time specified for opening all bids. 20-12 PUBLIC OPENING OF PROPOSALS. Proposals shall be opened, and read, publicly at the time and place specified in the advertisement. Bidders, their authorized agents, and other interested persons are invited to attend. Proposals that have been withdrawn (by written request) or received after the time specified for opening bids shall be returned to the bidder unopened. 20-13 DISQUALIFICATION OF BIDDERS. A bidder shall be considered disqualified for any of the following reasons: A. Submitting more than one proposal from the same partnership, firm, or corporation under the same or different name. B. Evidence of collusion among bidders. Bidders participating in such collusion shall be disqualified as bidders for any future work of the Owner until any such participating bidder has been reinstated by the Owner as a qualified bidder. C. If the bidder is considered to be in "default" for any reason specified in the subsection titled ISSUANCE OF PROPOSAL FORMS of this section. END OF SECTION 20 GENERAL PROVISIONS III-8 3500 Key West International Airport Noise Insulation Program Group 1 SECTION 30 AWARD AND EXECUTION OF CONTRACT 30-01 CONSIDERATION OF PROPOSALS. After the proposals are publicly opened and read, they will be compared on the basis of the summation of the products obtained by multiplying the estimated quantities shown in the proposal by the unit bid prices. If a bidder's proposal contains a discrepancy between unit bid prices written in words and unit bid prices written in numbers, the unit price written in words shall govern. Until the award of a contract is made, the Owner reserves the right to reject a bidder's proposal for any of the following reasons: A. If the proposal is irregular as specified in the subsection titled IRREGULAR PROPOSALS of Section 20. B. If the bidder is disqualified for any of the reasons specified in the subsection titled DISQUALIFICATION OF BIDDERS of Section 20. In addition, until the award of a contract is made, the Owner reserves the right at the Owner's sole discretion, to reject any or all proposals, waive irregularities, technicalities, or omissions, if such waiver is in the best interest of the Owner and is in conformance with applicable state and local laws or regulations pertaining to the letting of construction contracts; advertise for new proposals; or proceed with the Work otherwise. All such actions shall promote the Owner's best interests. 30-02 AWARD OF CONTRACT. The award of a contract, if it is to be awarded, shall be made within 160 calendar days of the date specified for publicly opening proposals, unless otherwise specified herein. Award of the contract shall be made by the Owner to the lowest, qualified bidder whose proposal conforms to the cited requirements of the Owner. 30-03 CANCELLATION OF AWARD. The Owner reserves the right to cancel the award without liability to the bidder, except return of proposal guaranty, at any time before a contract has been fully executed by all parties and is approved by the Owner in accordance with the subsection titled APPROVAL OF CONTRACT of this section. 30-04 RETURN OF PROPOSAL GUARANTY. All proposal guaranties, except those of the two lowest bidders, will be returned immediately after the Owner has made a comparison of bids as hereinbefore specified in the subsection titled CONSIDERATION OF PROPOSALS of this section. Proposal guaranties of the two lowest bidders will be retained by the Owner until such time as an award is made, at which time, the unsuccessful bidder's proposal guaranty will be returned. The successful bidder's proposal guaranty will be returned as soon as the Owner receives the contract bonds as specified in the subsection titled REQUIREMENTS OF CONTRACT BONDS of this section. 30-05 REQUIREMENTS OF CONTRACT BONDS. At the time of the execution of the contract, the successful bidder shall furnish the Owner a surety bond or bonds which have been fully executed by the bidder and the surety guaranteeing the performance of the Work and the payment of all legal debts that may be incurred by reason of the Contractor's performance of the Work. GENERAL PROVISIONS III-9 3501 Key West International Airport Noise Insulation Program Group 1 The surety and the form of the bond or bonds shall be acceptable to the Owner. Unless otherwise specified in this subsection, the surety bond or bonds shall be in a sum equal to the full amount of the contract. 30-06 EXECUTION OF CONTRACT. The successful bidder shall sign (execute) the necessary agreements for entering into the contract and return such signed contract to the Owner, along with the fully executed surety bond or bonds specified in the subsection titled REQUIREMENTS OF CONTRACT BONDS of this section,within 15 calendar days from the date mailed or otherwise delivered to the successful bidder. If the contract is mailed, special handling is recommended. 30-07 APPROVAL OF CONTRACT. Upon receipt of the contract and contract bond or bonds that have been executed by the successful bidder, the Owner shall complete the execution of the contract in accordance with local laws or ordinances and return the fully executed contract to the Contractor. Delivery of the fully executed contract to the Contractor shall constitute the Owner's approval to be bound by the successful bidder's proposal and the terms of the contract. 30-08 FAILURE TO EXECUTE CONTRACT. Failure of the successful bidder to execute the contract and furnish an acceptable surety bond or bonds within the 15-calendar day period specified in the subsection titled REQUIREMENTS OF CONTRACT BONDS of this section shall be just cause for cancellation of the award and forfeiture of the proposal guaranty, not as a penalty, but as liquidation of damages to the Owner. END OF SECTION 30 GENERAL PROVISIONS III-10 3502 Key West International Airport Noise Insulation Program Group 1 SECTION 40 SCOPE OF WORK 40-01 INTENT OF CONTRACT. The intent of the contract is to provide for construction and completion, in every detail, of the Work described. It is further intended that the Contractor shall furnish all labor, materials, equipment, tools, transportation, and supplies required to complete the Work in accordance with the Plans, Specifications, and terms of the Contract. 40-02 ALTERATION OF WORK AND QUANTITIES. The Owner reserves and shall have the right to make such alterations in the Work as may be necessary or desirable to complete the Work originally intended in an acceptable manner. Unless otherwise specified herein, the NIP Program Manager shall be and is hereby authorized to make such alterations in the Work as may increase or decrease the originally-awarded contract quantities, provided that the aggregate of such alterations does not change the total contract cost or the total cost of any major contract item by more than 25 percent (total cost being based on the unit prices and estimated quantities in the awarded contract). Alterations which do not exceed the 25 percent limitation shall not invalidate the contract nor release the surety, and the Contractor agrees to accept payment for such alterations as if the altered work had been a part of the original contract. These alterations which are for work within the general scope of the contract shall be covered by "Change Orders" issued by the NIP Program Manager. Change orders for altered work shall include extensions of contract time where, in the NIP Program Manager's opinion, such extensions are commensurate with the amount and difficulty of added work. Should the aggregate amount of altered work exceed the 25 percent limitation hereinbefore specified, such excess altered work shall be covered by supplemental agreement. If the Owner and the Contractor are unable to agree on a unit adjustment for any contract item that requires a supplemental agreement, the Owner reserves the right to terminate the contract with respect to the item and make other arrangements for its completion. The Contractor is advised that all supplemental agreements shall be approved by the FAA and shall include valid wage determinations of the U.S. Secretary of Labor when the amount of the supplemental agreement exceeds $2,000. However, if the Contractor elects to waive the limitations on work that increases or decreases the originally awarded contract or any major contract item by more than 25 percent, the supplemental agreement shall be subject to the same U.S. Secretary of Labor wage determination as was included in the originally awarded contract. All supplemental agreements shall require consent of the Contractor's surety and separate performance and payment bonds. 40-03 OMITTED ITEMS. The NIP Program Manager may, in the Owner's best interest, omit from the Work any contract item, except major contract items. Major contract items may be omitted by a supplemental agreement. Such omission of contract items shall not invalidate any other contract provision or requirement. Should a contract item be omitted or otherwise ordered to be non-performed, the Contractor shall be paid for all work performed toward completion of such item prior to the date of the order to omit such item. Payment for work performed shall be in accordance with the subsection titled PAYMENT FOR OMITTED ITEMS of Section 90. GENERAL PROVISIONS III-11 3503 Key West International Airport Noise Insulation Program Group 1 40-04 EXTRA WORK. Should acceptable completion of the contract require the Contractor to perform an item of work for which no basis of payment has been provided in the original contract or previously issued change orders or supplemental agreements, the same shall be called Extra Work. Extra Work that is within the general scope of the contract shall be covered by written change order. Change Orders for such Extra Work shall contain agreed unit prices for performing the change order work in accordance with the requirements specified in the order and shall contain any adjustment to the contract time that, in the NIP Program Manager's opinion, is necessary for completion of such Extra Work. When determined by the NIP Program Manager to be in the Owner's best interest, he/she may order the Contractor to proceed with Extra Work by force account as provided in the subsection titled PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK of Section 90. Extra Work that is necessary for acceptable completion of the Project but is not within the general scope of the Work covered by the original contract shall be covered by a Supplemental Agreement as hereinbefore defined in the subsection titled SUPPLEMENTAL AGREEMENT of Section 10. Any claim for payment of Extra Work that is not covered by written agreement (change order or supplemental agreement) shall be rejected by the Owner. 40-05 MAINTENANCE OF TRAFFIC. With respect to his/her own operations and the operations of all his/her subcontractors, the Contractor shall provide marking, lighting, and other acceptable means of identifying personnel; equipment; vehicles; storage areas; and any work area or condition that may be hazardous. When the contract requires the maintenance of vehicular traffic on an existing road, street, or highway during the Contractor's performance of work that is otherwise provided for in the Contract, Plans, and Specifications, the Contractor shall keep such road, street, or highway open to all traffic and shall provide such maintenance as may be required to accommodate traffic. The Contractor shall furnish erect, and maintain barricades, warning signs, flagmen, and other traffic control devices in reasonable conformity with the manual of Uniform Traffic Control Devices for Streets and Highways (published by the United States Government Printing Office), unless otherwise specified herein. The Contractor shall also construct and maintain in a safe condition any temporary connections necessary for ingress to and egress from abutting property or intersecting roads, streets, or highways. Unless otherwise specified herein, the Contractor will not be required to furnish snow removal for such existing road, street, or highway. The Contractor shall make his/her own estimate of all labor, materials, equipment, and incidentals necessary for providing the maintenance of vehicular traffic as specified in this subsection. The cost of maintaining the vehicular traffic specified in this subsection shall not be measured or paid for directly but shall be included in the various contract items. GENERAL PROVISIONS III-12 3504 Key West International Airport Noise Insulation Program Group 1 40-08 FINAL CLEANING UP. Upon completion of the Work and before acceptance and final payment will be made, the Contractor shall remove from the site all machinery, equipment, surplus and discarded materials, rubbish, temporary structures. Material cleared from the site and deposited on adjacent property will not be considered as having been disposed of satisfactorily unless the Contractor has obtained the written permission from the owner of such property. END OF SECTION 40 GENERAL PROVISIONS III-13 3505 Key West International Airport Noise Insulation Program Group 1 SECTION 50 CONTROL OF WORK 50-01 AUTHORITY OF THE NIP PROGRAM MANAGER. The NIP Program Manager shall decide any and all questions which may arise as to the quality and acceptability of materials furnished,work performed, and as to the manner of performance and rate of progress of the Work. He/She shall decide all questions which may arise as to the interpretation of the Specifications or Plans relating to the Work, the fulfillment of the Contract on the part of the Contractor, and the rights of different Contractors on the project. The NIP Program Manager shall determine the amount and quality of the several kinds of work performed and materials furnished which are to be paid for under the Contract. 50-02 CONFORMITY WITH PLANS AND SPECIFICATIONS.All work and all materials furnished shall be in reasonably close conformity with the dimensions, material requirements, and testing requirements that are specified (including specified tolerances) in the Contract, Plans or Specifications. If the NIP Program Manager finds the materials furnished,work performed, or the finished product not within reasonably close conformity with the Plans and Specifications but that the portion of the Work affected will, in his/her opinion, result in a finished product having a level of safety, economy, durability, and workmanship acceptable to the Owner, he/she will advise the Owner of his/her determination that the affected work be accepted and remain in place. In this event, the NIP Program Manager will document his/her determination and recommend to the Owner a basis of acceptance which will provide for an adjustment in the contract price for the affected portion of the Work. The NIP Program Manager's determination and recommended contract price adjustments will be based on good engineering judgment and such tests or retests of the affected work as are, in his/her opinion, needed. Changes in the contract price shall be covered by contract modifications (change order or supplemental agreement) as applicable. If the NIP Program Manager finds the materials furnished,work performed, or the finished product are not in reasonably close conformity with the Plans and Specifications and have resulted in an unacceptable finished product, the affected work or materials shall be removed and replaced or otherwise corrected by and at the expense of the Contractor in accordance with the NIP Program Manager's written orders. For the purpose of this subsection, the term "reasonably close conformity" shall not be construed as waiving the Contractor's responsibility to complete the Work in accordance with the Contract, Plans, and Specifications. The term shall not be construed as waiving the NIP Program Manager's right to insist on strict compliance with the requirements of the Contract, Plans, and Specifications during the Contractor's prosecution of the Work, when, in the NIP Program Manager's opinion, such compliance is essential to provide an acceptable finished portion of the Work. For the purpose of this subsection, the term "reasonably close conformity" is also intended to provide the NIP Program Manager with the authority to use good judgment in his/her determinations as to acceptance of work that is not in strict conformity but will provide a finished product equal to or better than that intended by the requirements of the Contract, Plans and Specifications. GENERAL PROVISIONS III-14 3506 Key West International Airport Noise Insulation Program Group 1 For AIP contracts, the NIP Program Manager should advise the Sponsor if he/she accepts work that is not in "reasonably close conformity" to the Contract, Plans, Specifications. The Sponsor will in turn advise the FAA. Change orders or supplemental agreements must bear the written approval of the FAA. 50-03 COORDINATION OF CONTRACT, PLANS, AND SPECIFICATIONS. The Contract, Plans, Specifications, and all referenced standards cited are essential parts of the contract requirements. A requirement occurring in one is as binding as though occurring in all. They are intended to be complementary and to describe and provide for a complete work. In case of discrepancy, calculated dimensions will govern over scaled dimensions; contract technical specifications shall govern over contract general provisions, Plans, cited standards for materials or testing, and cited FAA advisory circulars; contract general provisions shall govern over Plans, cited standards for materials or testing, and cited FAA advisory circulars; Plans shall govern over cited standards for materials or testing and cited FAA advisory circulars. The Contractor shall not take advantage of any apparent error or omission on the Plans or Specifications. In the event the Contractor discovers any apparent error or discrepancy, he/she shall immediately call upon the NIP Program Manager for his/her interpretation and decision, and such decision shall be final. 50-04 COOPERATION OF CONTRACTOR. The Contractor will be supplied with two copies each of the Plans and Specifications. He/She shall have available on the Work at all times one copy each of the Plans and Specifications. Additional copies of Plans and Specifications may be obtained by the Contractor for the cost of reproduction. The Contractor shall give constant attention to the Work to facilitate the progress thereof, and he/she shall cooperate with the NIP Program Manager and his/her inspectors and with other contractors in every way possible. The NIP Program Manager shall allocate the Work and designate the sequence of construction in case of controversy between contractors. The Contractor shall have a competent superintendent on the Work at all times who is fully authorized as his/her agent on the Work. The Superintendent shall be capable of reading and thoroughly understanding the Plans and Specifications and shall receive and fulfill instructions from the NIP Program Manager or his/her authorized representative. 50-05 COOPERATION BETWEEN CONTRACTORS. The Owner reserves the right to contract for and perform other or additional work on or near the Work covered by this Contract. When separate contracts are let within the limits of any one project, each Contractor shall conduct his/her work so as not to interfere with or hinder the progress of completion of the Work being performed by other Contractors. Contractors working on the same project shall cooperate with each other as directed. Each Contractor involved shall assume all liability, financial or otherwise, in connection with his/her contract and shall protect and save harmless the Owner from any and all damages or claims that may arise because of inconvenience, delays, or loss experienced by him because of the presence and operations of other Contractors working within the limits of the same project. GENERAL PROVISIONS III-15 3507 Key West International Airport Noise Insulation Program Group 1 The Contractor shall arrange his/her work and shall place and dispose of the materials being used so as not to interfere with the operations of the other Contractors within the limits of the same project. He/She shall join his/her work with that of the others in an acceptable manner and shall perform it in proper sequence to that of the others. 50-08 AUTHORITY AND DUTIES OF INSPECTORS. Inspectors employed by the Owner shall be authorized to inspect all work done and all material furnished. Such inspection may extend to all or any part of the Work and to the preparation, fabrication, or manufacture of the materials to be used. Inspectors are not authorized to revoke, alter, or waive any provision of the Contract. Inspectors are not authorized to issue instructions contrary to the Plans and Specifications or to act as foreman for the Contractor. Inspectors employed by the Owner are authorized to notify the Contractor or his/her representatives of any failure of the Work or materials to conform to the requirements of the Contract, Plans, or Specifications and to reject such nonconforming materials in question until such issues can be referred to the NIP Program Manager for his/her decision. 50-09 INSPECTION OF THE WORK. All materials and each part or detail of the Work shall be subject to inspection by the NIP Program Manager. The NIP Program Manager shall be allowed access to all parts of the Work and shall be furnished with such information and assistance by the Contractor as is required to make a complete and detailed inspection. If the NIP Program Manager requests it, the Contractor, at any time before acceptance of the Work, shall remove or uncover such portions of the finished work as may be directed. After examination, the Contractor shall restore said portions of the Work to the standard required by the Specifications. Should the Work thus exposed or examined prove acceptable, the uncovering, or removing, and the replacing of the covering or making good of the parts removed will be paid for as Extra Work; but should the Work so exposed or examined prove unacceptable, the uncovering, or removing, and the replacing of the covering or making good of the parts removed will be at the Contractor's expense. Any work done or materials used without supervision or inspection by an authorized representative of the Owner may be ordered removed and replaced at the Contractor's expense unless the Owner's representative failed to inspect after having been given reasonable notice in writing that the work was to be performed. Should the contract work include relocation, adjustment, or any other modification to existing facilities, not the property of the (contract) Owner, authorized representatives of the owners of such facilities shall have the right to inspect such work. Such inspection shall in no sense make any facility owner a party to the contract and shall in no way interfere with the rights of the parties to this Contract. 50-10 REMOVAL OF UNACCEPTABLE AND UNAUTHORIZED WORK. All work which does not conform to the requirements of the Contract, Plans, and Specifications will be considered unacceptable, unless otherwise determined acceptable by the NIP Program Manager as provided in the subsection titled CONFORMITY WITH PLANS AND SPECIFICATIONS of this section. Unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceptance of the Work, shall be removed immediately and replaced in an acceptable manner in accordance with the GENERAL PROVISIONS III-16 3508 Key West International Airport Noise Insulation Program Group 1 provisions of the subsection titled CONTRACTOR'S RESPONSIBILITY FOR WORK of Section 70. Work done contrary to the instructions of the NIP Program Manager, work done beyond the lines shown on the Plans or as given, except as herein specified, or any Extra Work done without authority, will be considered as unauthorized and will not be paid for under the provisions of the Contract. Work so done may be ordered removed or replaced at the Contractor's expense. Upon failure on the part of the Contractor to comply forthwith with any order of the NIP Program Manager made under the provisions of this subsection, the NIP Program Manager will have authority to cause unacceptable work to be remedied or removed and replaced and unauthorized work to be removed and to deduct the costs from any monies due or to become due the Contractor. 50-12 MAINTENANCE DURING CONSTRUCTION. The Contractor shall maintain the Work during construction and until the Work is accepted. This maintenance shall constitute continuous and effective work prosecuted day by day, with adequate equipment and forces so that the Work is maintained in satisfactory condition at all times. In the case of a contract for the placing of a course upon a course or subgrade previously constructed, the Contractor shall maintain the previous course or subgrade during all construction operations. All costs of maintenance work during construction and before the project is accepted shall be included in the unit prices bid on the various contract items, and the Contractor will not be paid an additional amount for such work. 50-13 FAILURE TO MAINTAIN THE WORK. Should the Contractor at any time fail to maintain the Work as provided in the subsection titled MAINTENANCE DURING CONSTRUCTION of this section, the NIP Program Manager shall immediately notify the Contractor of such noncompliance. Such notification shall specify a reasonable time within which the Contractor shall be required to remedy such unsatisfactory maintenance condition. The time specified will give due consideration to the exigency that exists. Should the Contractor fail to respond to the NIP Program Manager's notification, the NIP Program Manager may suspend any work necessary for the Sponsor to correct such unsatisfactory maintenance condition, depending on the exigency that exists. Any maintenance cost incurred by the Sponsor, shall be deducted from monies due or to become due the Contractor. 50-14 PARTIAL ACCEPTANCE. If at any time during the prosecution of the project the Contractor substantially completes a usable portion of the Work, the occupancy of which will benefit the Property Owner, he/she may request the NIP Program Manager to make final inspection of that Unit of Work. If the NIP Program Manager finds upon inspection that the unit has been satisfactorily completed in compliance with the contract, he/she may accept it as being completed, and the Contractor may be relieved of further responsibility for that Unit of Work. Such partial acceptance and beneficial occupancy by the Property Owner shall not void or alter any provision of the contract. 50-15 FINAL ACCEPTANCE. Upon due notice from the Contractor of presumptive completion of the entire project, the NIP Program Manager and Property Owner will make an inspection. If all GENERAL PROVISIONS III-17 3509 Key West International Airport Noise Insulation Program Group 1 construction provided for and contemplated by the contract is found to be completed in accordance with the Contract, Plans, and Specifications, such inspection shall constitute the final inspection. The NIP Program Manager shall notify the Contractor in writing of final acceptance as of the date of the final inspection. If, however, the inspection discloses any work, in whole or in part, as being unsatisfactory, the NIP Program Manager will give the Contractor the necessary instructions for correction of same and the Contractor shall immediately comply with and execute such instructions. Upon correction of the Work, another inspection will be made which shall constitute the final inspection, provided the Work has been satisfactorily completed. In such event, the NIP Program Manager will make the final acceptance and notify the Contractor in writing of this acceptance as of the date of final inspection. 50-16 CLAIMS FOR ADJUSTMENT AND DISPUTES. If for any reason the Contractor deems that additional compensation is due him for work or materials not clearly provided for in the Contract, Plans, or Specifications or previously authorized as Extra Work, he/she shall notify the NIP Program Manager in writing of his/her intention to claim such additional compensation before he/she begins the Work on which he/she bases the claim. If such notification is not given or the NIP Program Manager is not afforded proper opportunity by the Contractor for keeping strict account of actual cost as required, then the Contractor hereby agrees to waive any claim for such additional compensation. Such notice by the Contractor and the fact that the NIP Program Manager has kept account of the cost of the Work shall not in any way be construed as proving or substantiating the validity of the claim. When the Work on which the claim for additional compensation is based has been completed, the Contractor shall, within 10 calendar days, submit his/her written claim to the NIP Program Manager who will present it to the Owner for consideration in accordance with local laws or ordinances. Nothing in this subsection shall be construed as a waiver of the Contractor's right to dispute final payment based on differences in measurements or computations. 50-17 WARRANTY AND GUARANTEE. The Contractor warrants to the Owner that all materials furnished under this Contract shall be new unless specified and free of defects and in conformance with Contract requirements. Any work not so conforming to these standards may be considered defective. If, within one year after the date of final acceptance of the Work, or within such longer period of time as may be prescribed by law or by the terms of any applicable special guarantee required by the Contract, any of the Work is found to be defective or not in accordance with Contract requirements, the Contractor shall correct it promptly after receipt of written notice from the Owner to do so. The obligations of the Contractor in this paragraph titled WARRANTY AND GUARANTEE shall be in addition to and not in limitation of any obligations imposed upon him by special guarantees required by the Contract or otherwise prescribed by law. GENERAL PROVISIONS III-18 3510 Key West International Airport Noise Insulation Program Group 1 50-18 CONTRACT CLOSE-OUT. Subsequent to the final acceptance of this project by the NIP Program Manager, the following requirements must be satisfied by the Contractor before final payment can be made: A. The Contractor must execute copies of CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS. B. The Contractor must have his Surety execute copies of CONSENT OF SURETY TO FINAL PAYMENT. C. The Contractor must furnish a written guarantee on his letterhead covering all defects in material and workmanship for a period of one year commencing on the date of final acceptance. D. If any purchased items have been incorporated in the Work, the Contractor must furnish a letter on his letterhead assigning those warranties to the Property Owner. Copies of said warranties shall be bound in one binder and submitted along with the letter assignment. E. In addition to the above, the Contractor shall provide all documents required in Special Provision No. 11 FINAL PAY REQUESTS AND RELATED FORMS. 50-19 CONCEALED CONDITIONS. Should conditions be encountered below the surface of the ground or should concealed or unknown conditions in an existing structure vary to an unreasonable extent from the conditions indicated by the Drawings and Specifications, the NIP Program Manager shall be notified by the Contractor and instructions shall be equitably adjusted upon claim of either party made within thirty (30) days after the first observation. The conditions shown on the Drawings or attached to these Specifications, are presented only as information that is available indicating certain conditions found and limited to the exact locations and dates shown. Neither the Owner nor the NIP Program Manager shall be responsible for making the determination of water table variations prior to bidding and shall not assume that any water levels shown by the aforesaid core boring data will necessarily be maintained at the level indicated. 50-20 RECORD SET DRAWINGS. The Contractor shall, without additional cost, keep a separate copy of all Specifications, Drawings, addenda, modifications, and shop drawings at the site in good order and annotated currently to show all changes made during the construction process. These shall be available to the NIP Program Manager for review of record information thereon each month prior to approval of monthly application for payment and shall be delivered to him/her for the Owner upon completion of the Project. Record information shall include but not be limited to record dimensions, finished pavement grades, finished elevation of structures, record inverts, etc. The Contractor shall, without additional cost, furnish to the Owner three (3) complete sets of all maintenance manuals, parts lists, and operating instructions covering materials, equipment and installations having moving parts. It is mandatory that all of the aforesaid be delivered at the same time and with the materials, equipment, and installations, so that proper installation and operation can be promptly made. GENERAL PROVISIONS III-19 3511 Key West International Airport Noise Insulation Program Group 1 50-21 TERMINATION OF CONTRACTOR'S RESPONSIBILITY. The Contract will be considered complete when all work has been completed and has been accepted by the Owner. The Contractor will then be released from further obligation except as set forth in his bond. END OF SECTION 50 GENERAL PROVISIONS III-20 3512 Key West International Airport Noise Insulation Program Group 1 SECTION 60 CONTROL OF MATERIALS 60-01 SOURCE OF SUPPLY AND QUALITY REQUIREMENTS.The materials used on the Work shall conform to the requirements of the Contract, Plans, and Specifications. Unless otherwise specified, such materials that are manufactured or processed shall be new (as compared to used or reprocessed). In order to expedite the inspection and testing of materials, the Contractor shall furnish complete statements to the NIP Program Manager as to the origin, composition, and manufacture of all materials to be used in the Work. Such statements shall be furnished promptly after execution of the Contract but, in all cases, prior to delivery of such materials. At the NIP Program Manager's option, materials may be approved at the source of supply before delivery is slated. If it is found after trial that sources of supply for previously approved materials do not produce specified products, the Contractor shall furnish materials from other sources. 60-02 SAMPLES, TESTS, AND CITED SPECIFICATIONS. All materials used in the Work shall be reviewed by the NIP Program Manager before incorporation in the Work. Any work in which untested materials are used without approval or written permission of the NIP Program Manager shall be performed at the Contractor's risk. Materials found to be unacceptable and unauthorized will not be paid for and, if directed by the NIP Program Manager, shall be removed at the Contractor's expense. Unless otherwise designated, tests in accordance with the cited standard methods of ASTM which are current on the date of advertisement for bids will be made by and at the expense of the Owner. Samples will be taken by a qualified representative of the Owner. All materials being used are subject to inspection, test, or rejection at any time prior to or during incorporation into the Work. Copies of all tests will be furnished to the Contractor's representative at his/her request. 60-03 CERTIFICATION OF COMPLIANCE.The NIP Program Manager may permit the use, prior to sampling and testing, of certain materials or assemblies when accompanied by manufacturer's certificates of compliance stating that such materials or assemblies fully comply with the requirements of the Contract. The certificate shall be signed by the manufacturer. Each lot of such materials or assemblies delivered to the Work must be accompanied by a certificate of compliance in which the lot is clearly identified. Materials or assemblies used on the basis of certificates of compliance may be sampled and tested at any time and if found not to be in conformity with contract requirements will be subject to rejection whether in place or not. The form and distribution of certificates of compliance shall be as approved by the NIP Program Manager. GENERAL PROVISIONS III-21 3513 Key West International Airport Noise Insulation Program Group 1 When a material or assembly is specified by "brand name or equal" and the Contractor elects to furnish the specified "brand name," the Contractor shall be required to furnish the manufacturer's certificate of compliance for each lot of such material or assembly delivered to the Work. Such certificate of compliance shall clearly identify each lot delivered and shall certify as to: A. Conformance to the specified performance, testing, quality, or dimensional requirements; and, B. Suitability of the material or assembly for the use intended in the contract work. Should the Contractor propose to furnish an "or equal" material or assembly, he/she shall furnish the manufacturer's certificates of compliance as hereinbefore described for the specified brand name material or assembly. However, the NIP Program Manager shall be the sole judge as to whether the proposed "or equal" is suitable for use in the Work. The NIP Program Manager reserves the right to refuse permission for use of materials or assemblies on the basis of certificates of compliance. 60-04 PLANT INSPECTION.The NIP Program Manager or his/her authorized representative may inspect, at its source, any specified material or assembly to be used in the Work. Manufacturing plants may be inspected from time to time for the purpose of determining compliance with specified manufacturing methods or materials to be used in the Work and to obtain samples required for his/her acceptance of the material or assembly. Should the NIP Program Manager conduct plant inspections, the following conditions shall exist: A. The NIP Program Manager shall have the cooperation and assistance of the Contractor and the producer with whom he/she has contracted for materials. B. The NIP Program Manager shall have full entry at all reasonable times to such parts of the plant that concern the manufacture or production of the materials being furnished. C. If required by the NIP Program Manager, the Contractor shall arrange for adequate office or working space that may be reasonably needed for conducting plant inspections. Office or working space should be conveniently located with respect to the plant. It is understood and agreed that the Owner shall have the right to retest any material which has been tested and approved at the source of supply after it has been delivered to the site. The NIP Program Manager shall have the right to reject only material which, when retested, does not meet the requirements of the Contract, Plans, or Specifications. 60-05 REVIEW AND ACCEPTANCE OF MATERIALS. The Contractor shall furnish to the NIP Program Manager for review, all Contractor's, subcontractor's, and manufacturer's drawings, which shall be deemed to include shop material lists and performance data, which may be required by the Specifications, requested by the NIP Program Manager or otherwise necessary for the proper execution of the Work. At the time of each submission,the Contractor shall in writing call the NIP Program Manager's attention to any deviations that the Shop Drawings may have from the requirements of the Contract Documents. GENERAL PROVISIONS III-22 3514 Key West International Airport Noise Insulation Program Group 1 Where called for, the Contractor shall furnish two samples of each material, texture, color, etc., clearly labeled as to name and quality of material, manufacturer, and application on the job. No work requiring a shop drawing or sample submission shall be started until the submission has been reviewed by the NIP Program Manager. The NIP Program Manager's review of shop drawings or samples will not relieve the Contractor from his/her responsibility for any deviations from the requirements of the Contract documents unless the Contractor has in writing called for the NIP Program Manager's attention to such deviations at the time of submission and the NIP Program Manager has given written comments on the specific deviation, nor will it relieve the Contractor from errors or omissions in the shop drawings. 60-06 PROJECT FIELD OFFICE. The Contractor shall provide a field office with close proximity to the work under this Contract. Field office shall be an air-conditioned space with toilet facilities available for use. Field office shall be available to the Sponsor, NIP Program Manager for meetings or as required to supervise and/or facilitate work of the Contract. Contractor shall provide work space for the NIP Program Manager at the field office. This shall include, but not be limited to: desk, file cabinet, printing/copying/scanning machine. The NIP Program Manager shall have access to the field office during normal work hours, as specified herein. 60-07 STORAGE OF MATERIALS. Materials shall be so stored as to assure the preservation of their quality and fitness for the Work. Stored materials, even though approved before storage, may again be inspected prior to their use in the Work. Stored materials shall be located so as to facilitate their prompt inspection. The Contractor shall coordinate the storage of all materials with the NIP Program Manager. Unless otherwise shown on the Plans, the storage of materials and the location of the Contractor's plant and parked equipment or vehicles shall be as directed by the NIP Program Manager. Individual project sites shall not be used for storage purposes. The Contractor shall make all arrangements and bear all expenses for the storage of materials. 60-08 UNACCEPTABLE MATERIALS. Any material or assembly that does not conform to the requirements of the Contract, Plans, or Specifications shall be considered unacceptable and shall be rejected. The Contractor shall remove any rejected material or assembly from the site of the Work, unless otherwise instructed by the NIP Program Manager. Rejected material or assembly, the defects of which have been corrected by the Contractor, shall not be returned to the site of the Work until such time as the NIP Program Manager has approved its use in the Work. Pursuant to Section 255.04, Florida Statutes, the use of asbestos or asbestos- based fiber materials is prohibited in any buildings, construction of which is commenced after September 30, 1983,which is financed with public funds or is constructed for the express purpose of being leased to any governmental entity. 60-09 OWNER FURNISHED MATERIALS. The Contractor shall furnish all materials required to complete the Work, except those specified herein (if any) to be furnished by the Owner. Owner- furnished materials shall be made available to the Contractor at the location specified herein. GENERAL PROVISIONS III-23 3515 Key West International Airport Noise Insulation Program Group 1 All costs of handling, transportation from the specified location to the site of work, storage, and installing Owner-furnished materials shall be included in the unit price bid for the contract item in which such Owner-furnished material is used. After any Owner-furnished material has been delivered to the location specified, the Contractor shall be responsible for any demurrage, damage, loss, or other deficiencies which may occur during the Contractor's handling, storage, or use of such Owner-furnished material. The Owner will deduct from any monies due or to become due the Contractor any cost incurred by the Owner in making good such loss due to the Contractor's handling, storage, or use of Owner-furnished materials. END OF SECTION 60 GENERAL PROVISIONS III-24 3516 Key West International Airport Noise Insulation Program Group 1 SECTION 70 LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC 70-01 LAWS TO BE OBSERVED.The Contractor shall keep fully informed of all federal and state laws, all local laws, ordinances, and regulations and all orders and decrees of bodies or tribunals having any jurisdiction or authority, which in any manner affect those engaged or employed on the Work, or which in any way affect the conduct of the Work. He/She shall at all times observe and comply with all such laws, ordinances, regulations, orders, and decrees; and shall protect and indemnify the Owner and all his/her officers, agents, or servants against any claim or liability arising from or based on the violation of any such law, ordinance, regulation, order, or decree, whether by himself/herself or his/her employees. 70-02 PERMITS, LICENSES,AND TAXES.The Contractor shall procure all permits and licenses, pay all charges, fees, and taxes, and give all notices necessary and incidental to the due and lawful prosecution of the Work. 70-03 PATENTED DEVICES, MATERIALS, AND PROCESSES. If the Contractor is required or desires to use any design, device, material, or process covered by letters of patent or copyright, he/she shall provide for such use by suitable legal agreement with the patentee or Owner. The Contractor and the surety shall indemnify and save harmless the Owner, any third party, or political subdivision from any and all claims for infringement by reason of the use of any such patented design, device, material or process, or any trademark or copyright, and shall indemnify the Owner for any costs, expenses, and damages which it may be obliged to pay by reason of an infringement, at any time during the prosecution or after the completion of the Work. 70-04 RESTORATION OF SURFACES DISTURBED BY OTHERS. Should the owner of a public or private utility service, or a utility service of another government agency be authorized to construct, reconstruct, or maintain such utility service or facility during the progress of the Work, the Contractor shall cooperate with such owners by arranging and performing the Work in this Contract so as to facilitate such construction, reconstruction or maintenance by others whether or not such work by others is listed above. When ordered as Extra Work by the NIP Program Manager, the Contractor shall make all necessary repairs to the Work which are due to such authorized work by others, unless otherwise provided for in the Contract, Plans, or Specifications. It is understood and agreed that the Contractor shall not be entitled to make any claim for damages due to such authorized work by others or for any delay to the Work resulting from such authorized work. 70-05 FEDERAL AID PARTICIPATION. For AIP contracts, the United States Government has agreed to reimburse the Owner for some portion of the contract costs. Such reimbursement is made from time to time upon the Owner's (Sponsor's) request to the FAA. In consideration of the United Sates Government's (FAA's) agreement with the Owner, the Owner has included provisions in this contract pursuant to the requirements of the Airport Improvement Act of 1982, as amended by the Airport and Airway Safety and Capacity Expansion Act of 1987, and the Rules and Regulations of the FAA that pertain to the Work. As required by the Act, the contract work is subject to the inspection and approval of duly authorized representatives of the FAA and is further subject to those provisions of the rules and regulations that are cited in the Contract, Plans, or Specifications. GENERAL PROVISIONS III-25 3517 Key West International Airport Noise Insulation Program Group 1 No requirement of the Act, the rules and regulations implementing the Act, or this Contract shall be construed as making the Federal Government a party to the Contract nor will any such requirement interfere, in any way, with the rights of either party to the Contract. 70-06 SANITARY, HEALTH, AND SAFETY PROVISIONS. The Contractor shall provide and maintain in a neat, sanitary condition such accommodations for the use of his/her employees as may be necessary to comply with the requirements of the state and local Board of Health, or of other bodies or tribunals having jurisdiction. Attention is directed to federal, state, and local laws, rules and regulations concerning construction safety and health standards. The Contractor shall not require any worker to work in surroundings or under conditions which are unsanitary, hazardous, or dangerous to his/her health or safety. 70-07 PUBLIC CONVENIENCE AND SAFETY. The Contractor shall control his/her operations and those of his/her subcontractors and all suppliers, to assure the least inconvenience to the public. Under all circumstances, safety shall be the most important consideration. The Contractor shall maintain the free and unobstructed movement of vehicular traffic with respect to his/her own operations and those of his/her subcontractors and all suppliers in accordance with the subsection titled MAINTENANCE OF TRAFFIC of Section 40 hereinbefore specified and shall limit such operations for the convenience and safety of the public as specified in the subsection titled LIMITATION OF OPERATIONS of Section 80 hereinafter. 70-08 BARRICADES, WARNING SIGNS, AND HAZARD MARKINGS. The Contractor shall furnish, erect, and maintain all barricades, warning signs, and markings for hazards necessary to protect the public and the Work. When used during periods of darkness, such barricades, warning signs, and hazard markings shall be suitably illuminated. For vehicular and pedestrian traffic, the Contractor shall furnish, erect, and maintain barricades, warning signs, lights, and other traffic control devices in reasonable conformity with the Manual of Uniform Traffic Control Devices for Streets and Highways (published by the United States Government Printing Office). The Contractor shall furnish and erect all barricades, warning signs, and markings for hazards prior to commencing work which requires such erection and shall maintain the barricades,warning signs, and markings for hazards until their dismantling is directed by the NIP Program Manager. 70-09 WORK ACCESS. Any haul roads, ditch crossings, storage areas, etc., that the Contractor may require shall be constructed and maintained at the Contractor's expense. 70-11 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE. The Contractor shall be responsible for the preservation of all public and private property and shall protect carefully from disturbance or damage all land monuments and property markers until the NIP Program Manager has witnessed or otherwise referenced their location and shall not move them until directed. The Contractor shall be responsible for all damage or injury to property of any character, during the prosecution of the Work, resulting from any act, omission, neglect, or misconduct in his/her manner or method of executing the Work, or at any time due to defective work or materials, and GENERAL PROVISIONS III-26 3518 Key West International Airport Noise Insulation Program Group 1 said responsibility will not be released until the project shall have been completed and accepted. When or where any direct or indirect damage or injury is done to public or private property by or on account of any act, omission, neglect, or misconduct in the execution of the Work, or in consequence of the non-execution thereof by the Contractor, he/she shall restore, at his/her own expense, such property to a condition similar or equal to that existing before such damage or injury was done, by repairing, or otherwise restoring as may be directed, or he/she shall make good such damage or injury in an acceptable manner. 70-12 RESPONSIBILITY FOR DAMAGE CLAIMS. The Contractor shall indemnify and save harmless the NIP Program Manager and the Owner and their officers, and employees from all suits, actions, or claims of any character brought because of any injuries (including death) or damage received or sustained by any person, persons, or property on account of the operations of the Contractor; or on account of or in consequence of any neglect in safeguarding the Work; or through use of unacceptable materials in constructing the Work; or because of any act or omission, neglect, or misconduct of said Contractor; or because of any claims or amounts recovered from any infringements of patent, trademark, or copyright; or from any claims or amounts arising or recovered under the "Workmen's Compensation Act," or any other law, ordinance, order, or decree. Money due the Contractor under and by virtue of his/her Contract as may be considered necessary by the Owner for such purpose may be retained for the use of the Owner or, in case no money is due, his/her surety may be held until such suit or suits, action or actions, claim or claims for injuries or damages as aforesaid shall have been settled and suitable evidence to that effect furnished to the Owner, except that money due the Contractor will not be withheld when the Contractor produces satisfactory evidence that he/she is adequately protected by public liability and property damage insurance. 70-13 THIRD PARTY BENEFICIARY CLAUSE. It is specifically agreed between the parties executing the Contract that it is not intended by any of the provisions of any part of the Contract to create in the public or any member thereof a third-party beneficiary or to authorize anyone not a party to the Contract to maintain a suit for personal injuries or property damage pursuant to the terms or provisions of the Contract. 70-14 OPENING SECTIONS OF THE WORK TO TRAFFIC. No portion of the Work may be opened by the Contractor for public use until ordered by the NIP Program Manager in writing. Should it become necessary to open a portion of the Work to public traffic on a temporary or intermittent basis, such openings shall be made when, in the opinion of the NIP Program Manager, such portion of the Work is in an acceptable condition to support the intended traffic. Temporary or intermittent openings are considered to be inherent in the Work and shall not constitute either acceptance of the portion of the Work so opened or a waiver of any provision of the Contract. Any damage to the portion of the Work so opened that is not attributable to traffic which is permitted by the Owner shall be repaired by the Contractor at his/her expense. The Contractor shall make his/her own estimate of the inherent difficulties involved in completing the Work under the conditions herein described and shall not claim any added compensation by reason of delay or increased cost due to opening a portion of the contract work. 70-15 CONTRACTOR'S RESPONSIBILITY FOR WORK. Until the NIP Program Manager's final written acceptance of the entire completed work, excepting only those portions of the Work accepted in accordance with the subsection titled PARTIAL ACCEPTANCE of Section 50, the GENERAL PROVISIONS III-27 3519 Key West International Airport Noise Insulation Program Group 1 Contractor shall have the charge and care thereof and shall take every precaution against injury or damage to any part due to the action of the elements or from any other cause, whether arising from the execution or from the non-execution of the Work. The Contractor shall rebuild, repair, restore, and make good all injuries or damages to any portion of the Work occasioned by any of the above causes before final acceptance and shall bear the expense. If the Work is suspended for any cause whatsoever, the Contractor shall be responsible for the Work and shall take such precautions necessary to prevent damage to the Work. The Contractor shall provide for normal drainage and shall erect necessary temporary structures, signs, or other facilities at his/her expense. During such period of suspension of work, the Contractor shall properly and continuously maintain in an acceptable growing condition all living material in newly established planting, seeding, and sodding furnished under his/her Contract, and shall take adequate precautions to protect new tree growth and other important vegetative growth against injury. 70-16 CONTRACTOR'S RESPONSIBILITY FOR UTILITY SERVICE AND FACILITIES OF OTHERS. As provided in the subsection titled RESTORATION OF SURFACES DISTURBED BY OTHERS of this section, the Contractor shall cooperate with the owner of any public or private utility service, or a utility service of another government agency that may be authorized to construct, reconstruct, or maintain such utility services or facilities during the progress of the Work. In addition, the Contractor shall control his/her operations to prevent the unscheduled interruption of such utility services and facilities. It is understood and agreed that the Sponsor does not guarantee the accuracy or the completeness of the location information relating to existing utility services, facilities, or structures that may be shown on the Plans or encountered in the Work. Any inaccuracy or omission in such information shall not relieve the Contractor of his/her responsibility to protect such existing features from damage or unscheduled interruption of service. In addition to the general written notification hereinbefore provided, it shall be the responsibility of the Contractor to keep such individual owners advised of changes in his/her plan of operations that would affect such owners. Prior to commencing the Work in the general vicinity of an existing utility service or facility, the Contractor shall again notify each such owner of his/her plan of operation. If, in the Contractor's opinion, the owner's assistance is needed to locate the utility service or facility or the presence of a representative of the owner is desirable to observe the Work, such advice should be included in the notification. Such notification shall be given by the most expeditious means to reach the utility owner's PERSON TO CONTACT no later than two normal business days prior to the Contractor's commencement of operations in such general vicinity. The Contractor shall furnish a written summary of the notification to the NIP Program Manager. The Contractor's failure to give the two-day's notice hereinabove provided shall be cause for the NIP Program Manager to suspend the Contractor's operations in the general vicinity of a utility service or facility. Where the outside limits of an underground utility service have been located, and staked on the ground, the Contractor shall be required to use excavation methods acceptable to the NIP Program Manager within 3 feet (90 cm) of such outside limits at such points as may be required to ensure protection from damage due to the Contractor's operations. GENERAL PROVISIONS III-28 3520 Key West International Airport Noise Insulation Program Group 1 Should the Contractor damage or interrupt the operation of a utility service or facility by accident or otherwise, he/she shall immediately notify the proper authority and the NIP Program Manager and shall take all reasonable measures to prevent further damage or interruption of service. The Contractor, in such events, shall cooperate with the utility service or facility owner and the NIP Program Manager continuously until such damage has been repaired and service restored to the satisfaction of the utility or facility owner. The Contractor shall bear all costs of damage and restoration of service to any utility service or facility due to his/her operations whether or not due to negligence or accident. The Contract Owner reserves the right to deduct such costs from any monies due or which may become due the Contractor, or his/her surety. 70-17 FURNISHING RIGHTS-OF-WAY. The Owner will be responsible for furnishing all rights- of-way upon which the Work is to be constructed in advance of the Contractor's operations. 70-18 PERSONAL LIABILITY OF PUBLIC OFFICIALS. In carrying out any of the contract provisions or in exercising any power or authority granted to him by this contract, there shall be no liability upon the NIP Program Manager, his/her authorized representatives, or any officials of the Owner either personally or as an official of the Owner. It is understood that in such matters they act solely as agents and representatives of the Owner. 70-19 NO WAIVER OF LEGAL RIGHTS. Upon completion of the Work, the Owner will expeditiously make final inspection and notify the Contractor of final acceptance. Such final acceptance, however, shall not preclude or stop the Owner from correcting any measurement, estimate, or certificate made before or after completion of the Work, nor shall the Owner be precluded or stopped from recovering from the Contractor or his/her surety, or both, such overpayment as may be sustained, or by failure on the part of the Contractor to fulfill his/her obligations under the Contract. A waiver on the part of the Owner of any breach of any part of the Contract shall not be held to be a waiver of any other or subsequent breach. The Contractor, without prejudice to the terms of the Contract, shall be liable to the Owner for latent defects, fraud, or such gross mistakes as may amount to fraud, or as regards the Owner's rights under any warranty or guaranty. 70-20 ENVIRONMENTAL PROTECTION. The Contractor shall comply with all federal, state, and local laws and regulations controlling pollution of the environment. He/She shall take necessary precautions to prevent pollution of streams, lakes, ponds, and reservoirs with fuels, oils, bitumen, chemicals, or other harmful materials and to prevent pollution of the atmosphere from particulate and gaseous matter. In the event of conflict between federal, state, or local laws, codes, ordinances, rules, and regulations concerning pollution control, the most restrictive applicable ones shall apply. The Contractor shall pay special attention to the pollution control requirements of the several specifications. Work items which may cause excessive pollution and shall be closely controlled by the Contractor are: A. Clearing, grubbing, burning or other disposal. B. Stripping, excavation, and embankment. GENERAL PROVISIONS III-29 3521 Key West International Airport Noise Insulation Program Group 1 C. Drainage and ditching. D. Aggregate production, handling and placing. E. Cement, lime, or other stabilization. F. Concrete and bituminous materials handling, production, and paving. G. Seeding, fertilizing, mulching and use of herbicides or insecticides. H. Contractor's own housekeeping items; haul roads; sanitary facilities; water supply; equipment fueling, servicing, and cleaning; job clean up and disposal. When the Contractor submits his tentative progress schedule in accordance with PROSECUTION and PROGRESS, Section 80, he/she shall also submit for acceptance of the NIP Program Manager, his schedules for accomplishment of temporary and permanent erosion control work, as are applicable for clearing, grading, structures at watercourses, construction, and paving, and his proposed method of erosion control and methods of operations which shall be accepted by the NIP Program Manager. All bituminous and Portland cement concrete proportioning plants shall meet state requirements. The following listed stipulations shall apply to this Contract unless more restrictive ones are specified by the Plans, special provisions, laws, codes, ordinance, etc. Cost of pollution control shall be incidental to the appropriate work items unless otherwise specified. A. Control of Water Pollution and Siltation. 1) All work of water pollution and siltation control is subject to inspection by the local and/or state government enforcing agent. 2) All applicable regulations of Fish and Wildlife agencies and statutes relating to the prevention and abatement of pollution shall be complied with in the performance of the Contract. 3) Construction operations shall be conducted in such manner as to reduce erosion to the practicable minimum and to prevent damaging siltation of watercourses, streams, lakes, or reservoirs. The surface area or erodible land, either on or off the Project Site, exposed to the elements by clearing, grubbing or grading operations, including gravel pits, waste or disposal areas and haul roads, at any one time, for this Contract, shall be subject to approval of the NIP Program Manager and the duration of such exposure prior to final trimming and finishing of the areas shall have full authority to order the suspension of grading and other operations pending adequate and proper performance of trimming, finishing and maintenance work or to restrict the area of erodible land exposed to the elements. 4) Materials used for permanent erosion control measures shall meet the requirements of the applicable Specifications. Gravel or stone, consisting of durable particles of rock and containing only negligible quantities of fines, shall be used for construction pads, haul roads and temporary roads in or across streams. GENERAL PROVISIONS III-30 3522 Key West International Airport Noise Insulation Program Group 1 5) Where called for on the Plans, a stilling basin shall be constructed to prevent siltation in the stream from construction operations. 6) The disturbance of lands and waters that are outside the limits of construction as staked is prohibited, except as found necessary and approved by the NIP Program Manager. 7) The Contractor shall conduct his work in such manner as to prevent the entry of fuels, oils, bituminous materials, chemicals, sewage or other harmful materials into streams, rivers, lakes, or reservoirs. 8) Water from aggregate washing or other operations containing sediment shall be treated by filtration, by use of a settling basin or other means to reduce the sediment content to a level acceptable to the local and/or state governmental enforcing agent. 9) All waterways shall be cleared as soon as practicable of false work, piling, debris, or other obstructions placed during construction operations and not a part of the finished work. Care shall be taken during construction and removal of such barriers to minimize the muddying of a stream. 10)The Contractor shall care for the temporary erosion and siltation control measures during the period that the temporary measures are required and for the permanent erosion control measures until the Contract has been completed and accepted. Such care shall consist of the repair of areas damaged by erosion, wind, fire, or other causes. 1 1)Permanent and temporary erosion control work that is damaged due to the Contractor's operations or where the Work required is attributed to the Contractor's negligence, carelessness, or failure to install permanent controls at the proper time, shall be repaired at the Contractor's expense. B. Not Used. C. Control of Other Air Pollutants. 1) Minimum possible areas of open grading, borrow or aggregate excavation shall be exposed at one time, consistent with the progress of the Work. 2) Grading areas shall be kept at proper moisture conditions. 3) Sand or dust blows shall be temporarily mulched, with or without seeding, or otherwise controlled with stabilizing agents. 4) Temporary roads, haul routes, traffic or work areas shall be stabilized with dust palliative, penetration asphalt, wood chips, or other approved measures to prevent dust pollution. 5) Cements, fertilizers, chemicals, volatiles, etc., shall be stored in proper containers or with proper coverings to prevent accidental discharge into the air. GENERAL PROVISIONS III-31 3523 Key West International Airport Noise Insulation Program Group 1 6) Aggregates bins, cement bins, and dry material batch trucks shall be properly covered to prevent loss of material to the air. 7) Drilling, grinding and sand blasting apparatus shall be equipped with water, chemical, or vacuum dust controlling systems. 8) Applications of chemicals and bitumen shall be held to recommended rates. 9) Bituminous mixing plants shall be equipped with dust collectors as noted in the Specifications. 10)Quarrying, batching, and mixing operations and the transfer of material between trucks, bins, or stockpiles shall be properly controlled to minimize dust diffusion. 11)When necessary, certain operations shall be delayed until proper wind or climatic conditions exist to dissipate or inhibit potential pollutants to the satisfaction of the NIP Program Manager. 70-21 ARCHAEOLOGICAL AND HISTORICAL FINDINGS. Unless otherwise specified in this subsection, the Contractor is advised that the site of the Work is not within any property, district, or site, and does not contain any building, structure, or object listed in the current National Register of Historic Places published by the United States Department of Interior. Should the Contractor encounter, during his/her operations, any building, part of a building, structure, or object which is incongruous with its surroundings, he/she shall immediately cease operations in that location and notify the NIP Program Manager. The NIP Program Manager will immediately investigate the Contractor's finding and will direct the Contractor to either resume his/her operations or to suspend operations as directed. Should the NIP Program Manager order suspension of the Contractor's operations in order to protect an archaeological or historical finding, or order the Contractor to perform Extra Work, such shall be covered by an appropriate contract modification (change order or supplemental agreement) as provided in the subsection titled EXTRA WORK of Section 40 and the subsection titled PAYMENT FOR EXTRA WORK AND FORCE ACCOUNT WORK of Section 90. If appropriate, the contract modification shall include an extension of contract time in accordance with the subsection titled DETERMINATION AND EXTENSION OF CONTRACT TIME of Section 80. 70-22 INSURANCE. The Contractor shall not commence work under this Contract until he/she has obtained and provided insurance of the character specified in the special provisions which will provide adequate protection to the Owner and the Contractor against all liabilities, damages, and accidents, nor shall he/she commence work until such insurance has been approved by the Owner. Neither approval by the Owner, nor a failure to disapprove insurance furnished by a Contractor shall release the Contractor of full responsibility for liability, damages and accidents as set forth herein. The Contractor shall maintain such required insurance in force during the life of this Contract, and no modification or change in insurance coverage and provisions shall be made without thirty (30) days written advance notice to the Owner. The Contractor shall furnish certificates of insurance to the Owner prior to commencing any operations under this Contract, which certificates shall clearly indicate that the Contractor has GENERAL PROVISIONS III-32 3524 Key West International Airport Noise Insulation Program Group 1 obtained insurance, in this type, amount and classification, in strict compliance with this subsection. 70-23 SUBMITTAL OF WAGE RATE SUMMARY. It shall be a condition of this Contract and shall be made a condition of all subcontracts entered into pursuant to this Contract, that the Contractor and any subcontractor will submit to the Owner weekly, one copy of the Summary of Wage Rates. END OF SECTION 70 GENERAL PROVISIONS III-33 3525 Key West International Airport Noise Insulation Program Group 1 SECTION 80 PROSECUTION AND PROGRESS 80-01 SUBLETTING OF CONTRACT. The Owner will not recognize any subcontractor on the Work. The Contractor shall at all times when work is in progress be represented either in person, by a qualified superintendent, or by other designated, qualified representative who is duly authorized to receive and execute orders of the NIP Program Manager. Should the Contractor elect to assign his/her contract, said assignment shall be concurred in by the surety, shall be presented for the consideration and approval of the Owner, and shall be consummated only on the written approval of the Owner. In case of approval, the Contractor shall file copies of all subcontracts with the NIP Program Manager. 80-02 PRE-CONSTRUCTION CONFERENCE. After the award of the Contract and prior to the issuance of the "Notice to Proceed," a conference will be held to discuss the "Notice to Proceed" date, to establish procedures for handling shop drawings and other submissions and for processing applications for payment, and to establish a working understanding between the parties as to the project. 80-03 NOTICE TO PROCEED. To avoid the Contractor being held responsible for delays in obtaining the necessary permits, and having these delays deducted from the total calendar days provided in the Contract to complete construction, two (2) Notices to Proceed will be issued as follows: A. Notice to Proceed — Permits will be issued within five (5) days following award of contract and from which date contract time will be charged. B. Notice to Proceed — Construction: will be issued only after the Contractor has obtained all the necessary construction permits, has sufficient stored materials, and has completed all required site mobilization. Notice to Proceed -Construction will state the date on which it is expected the Contractor will begin the construction. See Division IV— Special Provisions, Special Provision No. 2 for further information. 80-04 PROSECUTION AND PROGRESS. Unless otherwise specified, the Contractor shall submit his/her progress schedule for the NIP Program Manager's approval within 10 days after the effective date of the Notice to Proceed - Permits. The Contractor's progress schedule, when approved by the NIP Program Manager, may be used to establish major construction operations and to check on the progress of the Work. The Contractor shall provide sufficient materials, equipment, and labor to guarantee the completion of the project in accordance with the Plans and Specifications within the time set forth in the proposal. If the Contractor falls significantly behind the submitted schedule, the Contractor shall, upon the NIP Program Manager's request, submit a revised schedule for completion of the Work within the contract time and modify his/her operations to provide such additional materials, equipment, and labor necessary to meet the revised schedule. Should the prosecution of the Work be discontinued for any reason, the Contractor shall notify the NIP Program Manager at least 24 hours in advance of resuming operations. GENERAL PROVISIONS III-34 3526 Key West International Airport Noise Insulation Program Group 1 For AI P contracts, the Contractor shall not commence any actual construction prior to the date on which the Notice to Proceed - Construction is issued by the Owner. 80-05 LIMITATION OF OPERATIONS. Not Used 80-06 CHARACTER OF WORKERS, METHODS, AND EQUIPMENT. The Contractor shall, at all times, employ sufficient labor and equipment for prosecuting the Work to full completion in the manner and time required by the Contract, Plans, and Specifications. All workers shall have sufficient skill and experience to perform properly the work assigned to them. Workers engaged in special work or skilled work shall have sufficient experience in such work and in the operation of the equipment required to perform the work satisfactorily. All equipment which is proposed to be used on the Work shall be of sufficient size and in such mechanical condition as to meet the requirements of the Work and to produce a satisfactory quality of work. Equipment used on any portion of the Work shall be such that no injury to previously completed work, adjacent property, or existing facilities will result from its use. When the methods and equipment to be used by the Contractor in accomplishing the Work are not prescribed in the Contract, the Contractor is free to use any methods or equipment that will accomplish the Work in conformity with the requirements of the Contract, Plans, and Specifications. When the Contract specifies the use of certain methods and equipment, such methods and equipment shall be used unless others are authorized by the NIP Program Manager. If the Contractor desires to use a method or type of equipment other than specified in the Contract, he/she may request authority from the NIP Program Manager to do so. The request shall be in writing and shall include a full description of the methods and equipment proposed and of the reasons for desiring to make the change. If approval is given, it will be on the condition that the Contractor will be fully responsible for producing work in conformity with contract requirements. If, after trial use of the substituted methods or equipment, the NIP Program Manager determines that the work produced does not meet contract requirements, the Contractor shall discontinue the use of the substitute method or equipment and shall complete the remaining work with the specified methods and equipment. The Contractor shall remove any deficient work and replace it with work of specified quality or take such other corrective action as the NIP Program Manager may direct. No change will be made in basis of payment for the contract items involved nor in contract time as a result of authorizing a change in methods or equipment under this subsection. 80-07 TEMPORARY SUSPENSION OF THE WORK. The NIP Program Manager shall have the authority to suspend the Work wholly, or in part, for such period or periods as he/she may deem necessary, due to unsuitable weather, or such other conditions as are considered unfavorable for the prosecution of the Work, or for such time as is necessary due to the failure on the part of the Contractor to carry out orders given or perform any or all provisions of the Contract. In the event that the Contractor is ordered by the NIP Program Manager, in writing, to suspend work for some unforeseen cause not otherwise provided for in the Contract and over which the Contractor has no control, the Contractor may be reimbursed for actual money expended on the Work during the period of shutdown. No allowance will be made for anticipated profits. The period of shutdown shall be computed from the effective date of the NIP Program Manager's order to suspend work to the effective date of the NIP Program Manager's order to resume the Work. GENERAL PROVISIONS III-35 3527 Key West International Airport Noise Insulation Program Group 1 Claims for such compensation shall be filed with the NIP Program Managerwithin the time period stated in the NIP Program Manager's order to resume work. The Contractor shall submit with his/her claim information substantiating the amount shown on the claim. The NIP Program Manager will forward the Contractor's claim to the Owner for consideration in accordance with local laws or ordinances. No provision of this article shall be construed as entitling the Contractor to compensation for delays due to inclement weather, for suspensions made at the request of the Contractor, or for any other delay provided for in the Contract, Plans, or Specifications. If it should become necessary to suspend work for an indefinite period, the Contractor shall store all materials in such manner that they will not become an obstruction nor become damaged in any way. He/She shall take every precaution to prevent damage or deterioration of the Work performed and provide for normal drainage of the Work. The Contractor shall erect temporary structures where necessary to provide for traffic on, to, or from the Project Site. 80-08 DETERMINATION AND EXTENSION OF CONTRACT TIME. The number of calendar or working days allowed for completion of the Work shall be stated in the proposal and contract and shall be known as the CONTRACT TIME. Should the contract time require extension for reasons beyond the Contractor's control, it shall be adjusted as follows: A. CONTRACT TIME based on WORKING DAYS shall be calculated weekly by the NIP Program Manager. The NIP Program Manager will furnish the Contractor a copy of his/her weekly statement of the number of working days charged against the contract time during the week and the number of working days currently specified for completion of the Contract (the original contract time plus the number of working days, if any, that have been included in approved CHANGE ORDERS or SUPPLEMENTAL AGREEMENTS covering EXTRA WORK). The NIP Program Manager shall base his/her weekly statement of contract time charged on the following considerations: 1) No time shall be charged for days on which the Contractor is unable to proceed with the principal item of work under construction at the time for at least 6 hours with the normal work force employed on such principal item. Should the normal work force be on a double-shift, 12 hours shall be used. Should the normal work force be on a triple-shift, 18 hours shall apply. Conditions beyond the Contractor's control such as strikes, lockouts, unusual delays in transportation, temporary suspension of the principal item of work under construction or temporary suspension of the entire work which have been ordered by the NIP Program Manager for reasons not the fault of the Contractor, shall not be charged against the contract time. 2) The NIP Program Manager will not make charges against the contract time prior to the effective date of the notice to proceed. 3) The NIP Program Manager will begin charges against the contract time on the first working day after the effective date of the notice to proceed. 4) The NIP Program Manager will not make charges against the contract time after GENERAL PROVISIONS III-36 3528 Key West International Airport Noise Insulation Program Group 1 the date of final acceptance as defined in the subsection titled FINAL ACCEPTANCE of Section 50. The Contractor will be allowed 1 week in which to file a written protest setting forth his/her objections to the NIP Program Manager's weekly statement. If no objection is filed within such specified time, the weekly statement shall be considered as acceptable to the Contractor. B. CONTRACT TIME based on CALENDAR DAYS shall consist of the number of calendar days stated in the Contract counting from the effective date of the notice to proceed and including all Saturdays, Sundays, holidays, and non-work days. All calendar days elapsing between the effective dates of the NIP Program Manager's orders to suspend and resume all work, due to causes not the fault of the Contractor, shall be excluded. C. When the contract time is a specified completion date, it shall be the date on which all contract work shall be substantially completed. If the Contractor finds it impossible for reasons beyond his/her control to complete the Work within the contract time as specified, or as extended in accordance with the provisions of this subsection, he/she may, at any time prior to the expiration of the contract time as extended, make a written request to the NIP Program Manager for an extension of time setting forth the reasons which he/she believes will justify the granting of his/her request. The Contractor's plea that insufficient time was specified is not a valid reason for extension of time. If the NIP Program Manager finds that the Work was delayed because of conditions beyond the control and without the fault of the Contractor, he/she may extend the time for completion in such amount as the conditions justify. The extended time for completion shall then be in full force and effect, the same as though it were the original time for completion. 80-09 FAILURE TO COMPLETE ON TIME. For each calendar day or working day, as specified in the Contract, that any work remains uncompleted after the contract time (including all extensions and adjustments as provided in the subsection titled DETERMINATION AND EXTENSION OF CONTRACT TIME of this Section) the sum specified in the Contract and proposal as liquidated damages will be deducted from any money due or to become due the Contractor or his/her surety. Such deducted sums shall not be deducted as a penalty but shall be considered as liquidation of a reasonable portion of damages that will be incurred by the Owner should the Contractor fail to complete the Work in the time provided in his/her contract. In addition to liquidated damages, in the event the Contractor fails to reach final completion in accordance with the approved construction schedule for a Property, they will be issued five (5) Deficiency Points (per unit) for each additional day required to reach final completion of the unit. Permitting the Contractor to continue and finish the Work or any part of it after the time fixed for its completion, or after the date to which the time for completion may have been extended, will in no way operate as a wavier on the part of the Owner of any of its rights under the Contract. 80-10 DEFAULT AND TERMINATION OF CONTRACT. The Contractor shall be considered in default of his/her contract and such default will be considered as cause for the Owner to terminate the Contract for any of the following reasons if the Contractor: A. Fails to begin the Work under the Contract within the time specified in the "Notice to GENERAL PROVISIONS III-37 3529 Key West International Airport Noise Insulation Program Group 1 Proceed," or B. Fails to perform the Work or fails to provide sufficient workers, equipment, or materials to assure completion of work in accordance with the terms of the Contract, or C. Performs the Work unsuitably or neglects or refuses to remove materials or to perform anew such work as may be rejected as unacceptable and unsuitable, or D. Discontinues the prosecution of the Work, or E. Fails to resume work which has been discontinued within a reasonable time after notice to do so, or F. Becomes insolvent or is declared bankrupt, or commits any act of bankruptcy or insolvency, or G. Allows any final judgment to stand against him unsatisfied for a period of 10 days, or H. Makes an assignment for the benefit of creditors, or 1. For any other cause whatsoever, fails to carry on the Work in an acceptable manner. Should the NIP Program Manager consider the Contractor in default of the Contract for any reason hereinbefore, he/she shall immediately give written notice to the Contractor and the Contractor's surety as to the reasons for considering the Contractor in default and the Owner's intentions to terminate the Contract. If the Contractor or surety, within a period of 10 days after such notice, does not proceed in accordance therewith, then the Owner will, upon written notification from the NIP Program Manager of the facts of such delay, neglect, or default and the Contractor's failure to comply with such notice, have full power and authority without violating the Contract, to take the prosecution of the Work out of the hands of the Contractor. The Owner may appropriate or use any or all materials and equipment that have been mobilized for use in the Work and are acceptable and may enter into an agreement for the completion of said contract according to the terms and provisions thereof, or use such other methods as in the opinion of the NIP Program Manager will be required for the completion of said contract in an acceptable manner. All costs and charges incurred by the Owner, together with the cost of completing the Work under contract, will be deducted from any monies due or which may become due the Contractor. If such expense exceeds the sum which would have been payable under the Contract, then the Contractor and the surety shall be liable and shall pay to the Owner the amount of such excess. GENERAL PROVISIONS III-38 3530 Key West International Airport Noise Insulation Program Group 1 80-11 TERMINATION FOR NATIONAL EMERGENCIES. The Owner shall terminate the Contract or portion thereof by written notice when the Contractor is prevented from proceeding with the construction contract as a direct result of an Executive Order of the President with respect to the prosecution of war or in the interest of national defense. When the Contract, or any portion thereof, is terminated before completion of all items of work in the Contract, payment will be made for the actual number of units or items of work completed at the contract price or as mutually agreed for items of work partially completed or not started. No claims or loss of anticipated profits shall be considered. Reimbursement for organization of the Work, and other overhead expenses, (when not otherwise included in the Contract) and moving equipment and materials to and from the job will be considered, the intent being that an equitable settlement will be made with the Contractor. Acceptable materials obtained or ordered by the Contractor for the Work and that are not incorporated in the Work shall, at the option of the Contractor, be purchased from the Contractor at actual cost as shown by receipted bills and actual cost records at such points of delivery as may be designated by the NIP Program Manager. Termination of the Contract or a portion thereof shall neither relieve the Contractor of his/her responsibilities for the completed work nor shall it relieve his/her surety of its obligation for and concerning any just claim arising out of the Work performed. END OF SECTION 80 GENERAL PROVISIONS III-39 3531 Key West International Airport Noise Insulation Program Group 1 SECTION 90 MEASUREMENT AND PAYMENT 90-01 MEASUREMENT OF QUANTITIES. All work completed under the Contract will be measured by the NIP Program Manager, or his/her authorized representatives, using United States Customary Units of Measurement or the International System of Units. The method of measurement and computations to be used in determination of quantities of material furnished and of work performed under the Contract will be those methods generally recognized as conforming to good engineering practice. Unless otherwise specified, longitudinal measurements for area computations will be made horizontally, and no deductions will be made for individual fixtures (or leave-outs) having an area of 9 square feet(0.8 square meter) or less. Unless otherwise specified, transverse measurements for area computations will be the neat dimensions shown on the Plans or ordered in writing by the NIP Program Manager. Structures will be measured according to neat lines shown on the Plans or as altered to fit field conditions. Unless otherwise specified, all contract items which are measured by the linear foot such as electrical ducts, conduits, pipe culverts, underdrains, and similar items shall be measured parallel to the base or foundation upon which such items are placed. The term "lump sum"when used as an item of payment will mean complete payment for the Work described in the Contract. When a complete structure or structural unit (in effect, "lump sum" work) is specified as the unit of measurement, the unit will be construed to include all necessary fittings and accessories. Rental of equipment will be measured by time in hours of actual working time and necessary traveling time of the equipment within the limits of the Work. Special equipment ordered by the NIP Program Manager in connection with force account work will be measured as agreed in the change order or supplemental agreement authorizing such force account work as provided in the subsection titled PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK of this section. When standard manufactured items are specified such as fence, wire, plates, rolled shapes, pipe conduit, etc., and these items are identified by gage, unit weight, section dimensions, etc., such identification will be considered to be nominal weights or dimensions. Unless more stringently controlled by tolerances in cited specifications, manufacturing tolerances established by the industries involved will be accepted. When the estimated quantities for a specific portion of the Work are designated as the pay quantities in the Contract, they shall be the final quantities for which payment for such specific portion of the Work will be made, unless the dimensions of said portions of the Work shown on the Plans are revised by the NIP Program Manager. If revised dimensions result in an increase or decrease in the quantities of such work, the final quantities for payment will be revised in the amount represented by the authorized changes in the dimensions. GENERAL PROVISIONS III-40 3532 Key West International Airport Noise Insulation Program Group 1 90-02 SCOPE OF PAYMENT. The Contractor shall receive and accept compensation provided for in the Contract as full payment for furnishing all materials, for performing all work under the Contract in a complete and acceptable manner, and for all risk, loss, damage, or expense of whatever character arising out of the nature of the Work or the prosecution thereof, subject to the provisions of the subsection titled NO WAIVER OF LEGAL RIGHTS of Section 70. When the "basis of payment" subsection of a technical specification requires that the contract price (price bid) include compensation for certain work or material essential to the item, this same work or material will not also be measured for payment under any other contract item which may appear elsewhere in the Contract, Plans, or Specifications. 90-03 COMPENSATION FOR ALTERED QUANTITIES. When the accepted quantities of work vary from the quantities in the proposal, the Contractor shall accept as payment in full, so far as contract items are concerned, payment at the original contract price for the accepted quantities of work actually completed and accepted. No allowance, except as provided for in the subsection titled ALTERATION OF WORK AND QUANTITIES of Section 40 will be made for any increased expense, loss of expected reimbursement, or loss of anticipated profits suffered or claimed by the Contractor which results directly from such alterations or indirectly from his/her unbalanced allocation of overhead and profit among the contract items, or from any other cause. 90-04 PAYMENT FOR OMITTED ITEMS. As specified in the subsection titled OMITTED ITEMS of Section 40, the NIP Program Manager shall have the right to omit from the Work (order nonperformance) any contract item, except major contract items, in the best interest of the Owner. Should the NIP Program Manager omit or order nonperformance of a contract item or portion of such item from the Work, the Contractor shall accept payment in full at the contract prices for any work actually completed and acceptable prior to the NIP Program Manager's order to omit or non- perform such contract item. Acceptable materials ordered by the Contractor or delivered on the Work prior to the date of the NIP Program Manager's order will be paid for at the actual cost to the Contractor and shall thereupon become the property of the Owner. In addition to the reimbursement hereinbefore provided, the Contractor shall be reimbursed for all actual costs incurred for the purpose of performing the omitted contract item prior to the date of the NIP Program Manager's order. Such additional costs incurred by the Contractor must be directly related to the deleted contract item and shall be supported by certified statements by the Contractor as to the nature of the amount of such costs. 90-05 PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK. Extra Work, performed in accordance with the subsection titled EXTRA WORK of Section 40, will be paid for at the contract prices or agreed prices specified in the change order or supplemental agreement authorizing the Extra Work. When the change order or supplemental agreement authorizing the Extra Work requires that it be done by force account, such force account shall be measured and paid for based on expended labor, equipment, and materials plus a negotiated and agreed upon allowance for overhead and profit. A. Miscellaneous. No additional allowance will be made for general superintendence, the use of small tools, or other costs for which no specific allowance is herein provided. GENERAL PROVISIONS III-41 3533 Key West International Airport Noise Insulation Program Group 1 B. Comparison of Record. The Contractor and the NIP Program Manager shall compare records of the cost of force account work at the end of each day. Agreement shall be indicated by signature of the Contractor and the NIP Program Manager or their duly authorized representatives. C. Statement. No payment will be made for work performed on a force account basis until the Contractor has furnished the NIP Program Manager with duplicate itemized statements of the cost of such force account work detailed as follows: 1) Name, classification, date, daily hours, total hours, rate and extension for each laborer and foreman. 2) Designation, dates, daily hours, total hours, rental rate, and extension for each unit of machinery and equipment. 3) Quantities of materials, prices, and extensions. 4) Transportation of materials. 5) Cost of property damage, liability and workman's compensation insurance premiums, unemployment insurance contributions, and social security tax. Statements shall be accompanied and supported by a receipted invoice for all materials used and transportation charges. However, if materials used on the force account work are not specifically purchased for such work but are taken from the Contractor's stock, then in lieu of the invoices the Contractor shall furnish an affidavit certifying that such materials were taken from his/her stock, that the quantity claimed was actually used, and that the price and transportation claimed represent the actual cost to the Contractor. 90-06 PARTIAL PAYMENTS. Partial payments will be made at least once each month as the Work progresses. Said payments will be based upon estimates prepared by the NIP Program Manager of the value of the work performed and materials complete in place in accordance with the Contract, Plans, and Specifications. Such partial payments may also include the delivered actual cost of those materials stockpiled and stored in accordance with the subsection titled PAYMENT FOR MATERIALS ON HAND of this section. No partial payment will be made when the amount due the Contractor since the last estimate amounts to less than five hundred dollars. From the total of the amount determined to be payable on a partial payment, 10 percent of such total amount will be deducted and retained by the Owner for protection of the Owner's interests. Unless otherwise instructed by the Owner, the amount retained by the Owner will be in effect until the final payment is made except as follows: (1) Contractor may request release of retainage on work that has been partially accepted by the Owner in accordance with Section 50-14. Contractor must provide a certified invoice to the NIP Program Manager that supports the value of retainage held by the Owner for partially accepted work. (2) In lieu of retainage, the Contractor may exercise at its option the establishment of an GENERAL PROVISIONS III-42 3534 Key West International Airport Noise Insulation Program Group 1 escrow account per paragraph 90-08 (Payment Of Withheld Funds). The Contractor is required to pay all subcontractors for satisfactory performance of their contracts no later than 30 days after the Contractor has received a partial payment. Contractor must provide the Owner evidence of prompt and full payment of retainage held by the prime Contractor to the subcontractor within 30 days after the subcontractor's work is satisfactorily completed. A subcontractor's work is satisfactorily completed when all the tasks called for in the subcontract have been accomplished and documented as required by the Owner. When the Owner has made an incremental acceptance of a portion of a prime contract, the work of a subcontractor covered by that acceptance is deemed to be satisfactorily completed. When at least 95% of the work has been completed to the satisfaction of the NIP Program Manager, the Program Manger shall, at the Owner's discretion and with the consent of the surety, prepare estimates of both the contract value and the cost of the remaining work to be done. The Owner may retain an amount not less than twice the contract value or estimated cost, whichever is greater, of the work remaining to be done. The remainder, less all previous payments and deductions, will then be certified for payment to the Contractor. It is understood and agreed that the Contractor shall not be entitled to demand or receive partial payment based on quantities of work in excess of those provided in the proposal or covered by approved change orders or supplemental agreements, except when such excess quantities have been determined by the NIP Program Manager to be a part of the final quantity for the item of work in question. No partial payment shall bind the Owner to the acceptance of any materials or work in place as to quality or quantity. All partial payments are subject to correction at the time of final payment as provided in the subsection titled ACCEPTANCE AND FINAL PAYMENT of this section. 90-07 PAYMENT FOR MATERIALS ON HAND. Partial payments may be made to the extent of the delivered cost of materials to be incorporated in the Work, provided that such materials meet the requirements of the Contract, Plans, and Specifications and are delivered to an insured warehouse located in the project area or at an alternate site approved by the NIP Program Manager. In the event the approved insured warehouse site is not located immediately within the project area, the Contractor will be required to have a minimum of two (2) weeks of required materials stored on site at all times. Such delivered costs of stored or stockpiled materials may be included in the next partial payment after the following conditions are met: A. The material has been stored or stockpiled in a manner acceptable to the NIP Program Manager at or on an approved site. B. The Contractor has furnished the NIP Program Manager with acceptable evidence of the quantity and quality of such stored or stockpiled materials. C. The Contractor has furnished the NIP Program Manager with satisfactory evidence that the material and transportation costs have been paid. D. The Contractor has furnished the Sponsor legal title (free of liens or encumbrances of any kind) to the material so stored or stockpiled. E. The Contractor has furnished the NIP Program Manager evidence that the material so GENERAL PROVISIONS III-43 3535 Key West International Airport Noise Insulation Program Group 1 stored or stockpiled is insured against loss by damage to or disappearance of such materials at any time prior to use in the Work. It is understood and agreed that the transfer of title and the Owner's payment for such stored or stockpiled materials shall in no way relieve the Contractor of his/her responsibility for furnishing and placing such materials in accordance with the requirements of the Contract, Plans, and Specifications. In no case will the amount of partial payments for materials on hand exceed the contract price for such materials or the contract price for the contract item in which the material is intended to be used. No partial payment will be made for stored or stockpiled living or perishable plant materials. The Contractor shall bear all costs associated with the partial payment of stored or stockpiled materials in accordance with the provisions of this subsection. 90-08 PAYMENT OF WITHHELD FUNDS. At the Contractor's option, he/she may request that the Owner accept (in lieu of the 10 percent retainage on partial payments described in the subsection titled PARTIAL PAYMENTS of this section) the Contractor's deposits in escrow under the following conditions. A. The Contractor shall bear all expenses of establishing and maintaining an escrow account and escrow agreement acceptable to the Owner. B. The Contractor shall deposit to and maintain in such escrow only those securities or bank certificates of deposit as are acceptable to the Owner and having a value not less than the 10 percent retainage that would otherwise be withheld from partial payment. C. The Contractor shall enter into an escrow agreement satisfactory to the Owner. D. The Contractor shall obtain the written consent of the surety to such agreement. 90-09 ACCEPTANCE AND FINAL PAYMENT. When the contract work has been accepted in accordance with the requirements of the subsection titled FINAL ACCEPTANCE of Section 50, the NIP Program Manager will prepare the final estimate of the items of work actually performed. The Contractor shall approve the NIP Program Manager's final estimate or advise the NIP Program Manager of his/her objections to the final estimate which are based on disputes in measurements or computations of the final quantities to be paid under the Contract as amended by change order or supplemental agreement. The Contractor and the NIP Program Manager shall resolve all disputes (if any) in the measurement and computation of final quantities to be paid within 30 calendar days of the Contractor's receipt of the NIP Program Manager's final estimate. If, after such 30-day period, a dispute still exists, the Contractor may approve the NIP Program Manager's estimate under protest of the quantities in dispute, and such disputed quantities shall be considered by the Owner as a claim in accordance with the subsection titled CLAIMS FOR ADJUSTMENT AND DISPUTES of Section 50. After the Contractor has approved, or approved under protest, the NIP Program Manager's final estimate, final payment will be processed based on the entire sum, or the undisputed sum in case GENERAL PROVISIONS III-44 3536 Key West International Airport Noise Insulation Program Group 1 of approval under protest, determined to be due the Contractor less all previous payments and all amounts to be deducted under the provisions of the Contract. All prior partial estimates and payments shall be subject to correction in the final estimate and payment. If the Contractor has filed a claim for additional compensation under the provisions of the subsection titled CLAIMS FOR ADJUSTMENTS AND DISPUTES of Section 50 or under the provisions of this subsection, such claims will be considered by the Owner in accordance with local laws or ordinances. Upon final adjudication of such claims, any additional payment determined to be due the Contractor will be paid pursuant to a supplemental final estimate. END OF SECTION 90 GENERAL PROVISIONS III-45 3537 Key West International Airport Noise Insulation Program Group 1 SECTION 100 CONTRACTOR QUALITY CONTROL PROGRAM 100-01 GENERAL. When the specifications require a Contractor Quality Control Program, the Contractor shall establish, provide, and maintain an effective Quality Control Program that details the methods and procedures that will be taken to assure that all materials and completed construction conform to contract plans, Technical Specifications, and other requirements,whether manufactured by the Contractor, or procured from subcontractors or vendors.Although guidelines are established and certain minimum requirements are specified herein and elsewhere in the contract Technical Specifications, the Contractor shall assume full responsibility for accomplishing the stated purpose. The intent of this section is to enable the Contractor to establish a necessary level of control that will: A. Adequately provide for the production of acceptable quality materials. B. Provide sufficient information to assure both the Contractor and the NIP Program Manager that the specification requirements can be met. C. Allow the Contractor as much latitude as possible to develop his or her own standard of control. The Contractor shall be prepared to discuss and present, at the preconstruction conference, his/her understanding of the quality control requirements. The Contractor shall not begin any construction or production of materials to be incorporated into the completed work until the Quality Control Program has been reviewed by the NIP Program Manager. No partial payment will be made for materials subject to specific quality control requirements until the Quality Control Program has been reviewed. The quality control requirements contained in this section and elsewhere in the contract Technical Specifications are in addition to and separate from the acceptance testing requirements. Acceptance testing requirements are the responsibility of the NIP Program Manager. 100-02 DESCRIPTION OF PROGRAM. A. General Description. The Contractor shall establish a Quality Control Program to perform inspection and testing of all items of work required by the Technical Specifications, including those performed by subcontractors. This Quality Control Program shall ensure conformance to applicable specifications and plans with respect to materials, workmanship, construction, finish, and functional performance. The Quality Control Program shall be effective for control of all construction work performed under this Contract and shall specifically include surveillance and tests required by the Technical Specifications, in addition to other requirements of this section and any other activities deemed necessary by the Contractor to establish an effective level of quality control. B. Quality Control Program. The Contractor shall describe the Quality Control Program in a written document which shall be reviewed by the NIP Program Manager prior to GENERAL PROVISIONS III-46 3538 Key West International Airport Noise Insulation Program Group 1 the start of any production, construction, or off-site fabrication. The written Quality Control Program shall be submitted to the NIP Program Manager for review at least seven (7) calendar days before the Preconstruction Conference. The Quality Control Program shall be organized to address, as a minimum, the following items: 1) Quality control organization; 2) Project progress schedule; 3) Submittals schedule; 4) Inspection requirements; 5) Quality control testing plan; 6) Documentation of quality control activities; and 7) Requirements for corrective action when quality control and/or acceptance criteria are not met. The Contractor is encouraged to add any additional elements to the Quality Control Program that he/she deems necessary to adequately control all production and/or construction processes required by this contract. 100-03 QUALITY CONTROL ORGANIZATION. The Contractor's Quality Control Program shall be implemented by the establishment of a separate quality control organization. An organizational chart shall be developed to show all quality control personnel and how these personnel integrate with other management/production and construction functions and personnel. The organizational chart shall identify all quality control staff by name and function and shall indicate the total staff required to implement all elements of the Quality Control Program, including inspection and testing for each item of work. If necessary, different technicians can be utilized for specific inspection and testing functions for different items of work. If an outside organization or independent testing laboratory is used for implementation of all or part of the Quality Control Program, the personnel assigned shall be subject to the qualification requirements of paragraph 100-03A and 100-03B. The organizational chart shall indicate which personnel are Contractor employees and which are provided by an outside organization. The quality control organization shall consist of the following minimum personnel: A. Program Administrator. The Program Administrator shall be a full-time employee of the Contractor, or a consultant engaged by the Contractor. The Program Administrator shall have a minimum of 10 years of experience in construction and shall have had prior quality control experience on a project of comparable size and scope as the Contract. The Program Administrator shall have full authority to institute any and all actions necessary for the successful implementation of the Quality Control Program to ensure GENERAL PROVISIONS III-47 3539 Key West International Airport Noise Insulation Program Group 1 compliance with the Contract Plans and Technical Specifications. The Program Administrator shall report directly to a responsible officer of the construction firm. The Program Administrator may supervise the Quality Control Program on more than one project provided that person can be at the job site within 2 hours after being notified of a problem. B. Quality Control Technicians. A sufficient number of quality control technicians necessary to adequately implement the Quality Control Program shall be provided. These personnel shall have a minimum of 5 years of experience in their area of expertise. The quality control technicians shall report directly to the Program Administrator and shall perform the following functions: 1) Inspection of all materials, construction, plant, and equipment for conformance to the Technical Specifications, and as required by Section 100-06. C. Staffing Levels. The Contractor shall provide sufficient qualified quality control personnel to monitor each work activity at all times. Where material is being produced in a plant for incorporation into the Work, separate plant and field technicians shall be provided at each plant and field placement location. The scheduling and coordinating of all inspection and testing must match the type and pace of work activity. The Quality Control Program shall state where different technicians will be required for different work elements. 100-04 PROJECT PROGRESS SCHEDULE. The Contractor shall submit a coordinated construction schedule for all work activities. The schedule shall be prepared as a network diagram in Critical Path Method (CPM), PERT, or another format, or as otherwise specified in the Contract. As a minimum, it shall provide information on the sequence of work activities, milestone dates, and activity duration. The Contractor shall maintain the work schedule and provide an update and analysis of the progress schedule on a twice monthly basis, or as otherwise specified in the Contract. Submission of the work schedule shall not relieve the Contractor of overall responsibility for scheduling, sequencing, and coordinating all work to comply with the requirements of the Contract. 100-05 SUBMITTALS SCHEDULE. The Contractor shall submit a detailed listing of all submittals and shop drawings required by the Technical Specifications. The listing can be developed in a spreadsheet format and shall include: A. Specification item number; B. Item description; C. Description of submittal; D. Specification paragraph requiring submittal; and E. Scheduled date of submittal. GENERAL PROVISIONS III-48 3540 Key West International Airport Noise Insulation Program Group 1 100-06 INSPECTION REQUIREMENTS. Quality control inspection functions shall be organized to provide inspections for all definable features of work, as detailed below. All inspections shall be documented by the Contractor as specified by Section 100-07. Inspections shall be performed daily to ensure continuing compliance with contract requirements until completion of the particular feature of work. These shall include the following minimum requirements: A. During field operations, quality control test results and periodic inspections shall be utilized to ensure the quality of all materials and workmanship. All equipment utilized in placing, finishing, and compacting shall be inspected to ensure its proper operating condition and to ensure that all such operations are in conformance to the Technical Specifications and are within the plan dimensions, lines, grades, and tolerances specified. The Program shall document how these, and other quality control functions will be accomplished and utilized. 100-07 QUALITY CONTROL TESTING PLAN. Not Used 100-08 DOCUMENTATION. The Contractor shall maintain current quality control records of all inspections and tests performed. These records shall include factual evidence that the required inspections or tests have been performed, including type and number of inspections or tests involved; results of inspections or tests; nature of defects, deviations, causes for rejection, etc.; proposed remedial action; and corrective actions taken. These records must cover both conforming and defective or deficient features and must include a statement that all supplies and materials incorporated in the Work are in full compliance with the terms of the Contract. Legible copies of these records shall be furnished to the NIP Program Manager daily. The records shall cover all work placed subsequent to the previously furnished records and shall be verified and signed by the Contractor's Program Administrator. Specific Contractor quality control records required for the Contract shall include, but are not necessarily limited to, the following records: A. Daily Inspection Reports. Each Contractor quality control technician shall maintain a daily log of all inspections performed for both Contractor and subcontractor operations on a form acceptable to the NIP Program Manager. These technician's daily reports shall provide factual evidence that continuous quality control inspections have been performed and shall, as a minimum, include the following: 1) Technical specification item number and description; 2) Compliance with approved submittals; 3) Proper storage of materials and equipment; 4) Proper operation of all equipment; 5) Adherence to plans and Technical Specifications; 6) Review of quality control tests; and GENERAL PROVISIONS III-49 3541 Key West International Airport Noise Insulation Program Group 1 7) Safety inspection. The daily inspection reports shall identify inspections conducted, results of inspections, location and nature of defects found, causes for rejection, and remedial or corrective actions taken or proposed. The daily inspection reports shall be signed by the responsible quality control technician and the Program Administrator. The NIP Program Manager shall be provided at least one copy of each daily inspection report on the workday following the day of record. 100-09 CORRECTIVE ACTION REQUIREMENTS. The Quality Control Program shall indicate the appropriate action to be taken when a process is deemed, or believed, to be out of control (out of tolerance) and detail what action will be taken to bring the process into control. The requirements for corrective action shall include both general requirements for operation of the Quality Control Program as a whole, and for individual items of work contained in the Technical Specifications. The Quality Control Program shall detail how the results of quality control inspections and tests will be used for determining the need for corrective action and shall contain clear sets of rules to gauge when a process is out of control and the type of correction to be taken to regain process control. When applicable or required by the Technical Specifications, the Contractor shall establish and utilize statistical quality control charts for individual quality control tests. The requirements for corrective action shall be linked to the control charts. 100-10 SURVEILLANCE BY THE NIP PROGRAM MANAGER. All items of material and equipment shall be subject to surveillance by the NIP Program Manager at the point of production, manufacture, or shipment to determine if the Contractor, producer, manufacturer, or shipper maintains an adequate quality control system in conformance with the requirements detailed herein and the applicable Technical Specifications and Plans. In addition, all items of materials, equipment and work in place shall be subject to surveillance by the NIP Program Manager at the site for the same purpose. Surveillance by the NIP Program Manager does not relieve the Contractor of performing quality control inspections of either on-site or off-site Contractor's or subcontractor's work. 100-11 NONCOMPLIANCE. A. The NIP Program Manager will notify the Contractor of any noncompliance with any of the foregoing requirements. The Contractor shall, after receipt of such notice, immediately take corrective action. Any notice, when delivered by the NIP Program Manager or his/her authorized representative to the Contractor or his/her authorized representative at the site of the Work, shall be considered sufficient notice. B. In cases where quality control activities do not comply with either the Contractor's Quality Control Program or the contract provisions, or where the Contractor fails to properly operate and maintain an effective Quality Control Program, as determined by the NIP Program Manager, the NIP Program Manager may: GENERAL PROVISIONS III-50 3542 Key West International Airport Noise Insulation Program Group 1 1) Order the Contractor to replace ineffective or unqualified quality control personnel or subcontractors. 2) Order the Contractor to stop operations until appropriate corrective action is taken. END OF SECTION 100 GENERAL PROVISIONS III-51 3543 Key West International Airport Noise Insulation Program Group 1 SECTION 110 METHOD OF ESTIMATING PERCENTAGE OF MATERIAL WITHIN SPECIFICATION LIMITS (PWL) THIS SECTION IS NOT INCLUDED SECTION 120 NUCLEAR GAUGES THIS SECTION IS NOT INCLUDED GENERAL PROVISIONS III-52 3544 Key West International Airport Noise Insulation Program Group 1 SECTION 130 SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION The Contractor shall comply with the Department of Labor Safety and Health Regulations for construction promulgated under the Occupational Safety and Health Act of 1970 (PL91-596) and under Section 107 of the Contract Work Hours and Safety Standards Act (PL91-54). The Contractor alone shall be responsible for the safety, efficiency, and adequacy of his plant, appliances, and methods of construction and for any damages which may result from their failure or their improper construction, maintenance, or operations. The Contractor will be required to comply with all Safety and Security Requirements stipulated in the Contractor's Safety and Security Requirements stated on Plans. END OF SECTION 130 GENERAL PROVISIONS III-53 3545 Key West International Airport Noise Insulation Program Group 1 SECTION 140 GENERAL INSURANCE REQUIREMENTS FOR CONTRACTORS AND SUBCONTRACTORS Prior to the commencement of work governed by this Contract (including the pre-staging of personnel and material), the Contractor shall obtain, at his/her own expense, insurance as specified in the attached schedules, which are made part of this Contract. The Contractor will also ensure that the insurance obtained will extend protection to all subcontractors engaged by the Contractor. As an alternative, the Contractor may require all subcontractors to obtain insurance consistent with the attached schedules. The Contractor will not be permitted to commence work governed by this Contract (including pre- staging of personnel and material) until satisfactory evidence of the required insurance has been furnished to the Owner as specified below. Delays in the commencement of work resulting from the failure of the Contractor to provide satisfactory evidence of the required insurance shall not extend deadlines specified in this Contract and any penalties and failure to perform assessments shall be imposed as if the Work commenced on the specified date and time, except for the Contractor's failure to provide satisfactory evidence. The Contractor shall maintain the required insurance throughout the entire term of this Contract and any extensions specified in any attached schedules. Failure to comply with this provision may result in the immediate suspension of all work until the required insurance has been reinstated or replaced. Delays in the completion of the Work resulting from the failure of the Contractor to maintain the required insurance shall not extend deadlines specified in this Contract and any penalties and failure to perform assessments shall be imposed as if the Work had not been suspended, except for the Contractor's failure to maintain the required insurance. The Contractor shall provide to the Owner as satisfactory evidence of the required insurance either: • Certificate of Insurance, or • A certified copy of the actual insurance policy. The Owner, at its sole option, has the right to request a certified copy of any or all insurance policies required by this Contract. All insurance policies must specify that they are not subject to cancellation, non-renewal, material change or reduction in coverage unless a minimum of thirty (30) days' prior notification is given to the Owner by the insurer. The acceptance and/or approval of the Contractor's insurance shall not be construed as relieving the Contractor from any liability or obligation assumed under this Contract or imposed by law. The Monroe County Board of County Commissioners, their employees, and officials will be included as "Additional Insured" on all policies, except for Workers' Compensation. Contractor shall ensure all sub-contractor's agreements require the subcontractor to list Monroe County as "Additional Insured" on all policies, except for Workers' Compensation. In addition, the County will be named as an Additional Insured and Loss Payee on all policies GENERAL PROVISIONS III-54 3546 Key West International Airport Noise Insulation Program Group 1 covering County-owned property. Any deviations from these General Insurance Requirements must be requested in writing on the County-prepared form entitled "Request for Waiver of Insurance Requirements"and"approved by Monroe County's Risk Manager. To assist in the development of your proposal, the insurance coverage marked with an "X"will be required in the event an award is made to your firm. Please review this form with your insurance agent and have him sign it in the place provided. It is also required that the bidders sign the form and submit it with each proposal. WORKERS' COMPENSATION & EMPLOYER'S LIABILITY Workers' Compensation DWLRC Statutory Limits WC1 Employer's Liability ELOLW\ $100,000/$500,000/$100,000 WC2 Employer's Liability ELOLW\ $500,000/$500,000/$500,000 WC3 X Employer's Liability ELOLW\ $1,000,000/$1,000,000/$1,000,000 WCUSLH U.S. Longshoremen & Harbor Same as Employer's Liability Workers Act WCJA Federal Jones Act Same as Employer's Liability GENERAL LIABILITY As a minimum, the required general liability coverage will include: • Premises Operations • Products and Completed Operations • Blanket Contractual • Personal injury • Expanded Definition of Property Damage Required Limits: $100,000/person; $300,000/occurrence GL1 $ 50,000 property damage or $300,000 combined single limit $250,000/person; $500,000/occurrence GL2 $ 50,000 property damage or $500,000 combined single limit $ 500,000/person; $1,000,000/occurrence GL3 X $_100,000_property_damage or ........... $1,000,000 combined single limit GL4 $5,000,000 combined single limited Required Endorsement: GENERAL PROVISIONS III-55 3547 Key West International Airport Noise Insulation Program Group 1 GLXCU Underground, Explosion & Collapse (XCU) GLLIQ Liquor Liability All endorsements are required to have the same limits as the basic policy. VEHICLE LIABILITY As a minimum, coverage should extend to liability for: • Owned, Non-owned and Hired vehicles Required Limits: $ 50,000/person; $100,000/occurrence VLI $ 25,000 property damage or $100,000 combined single limit $100,000/person; $300,000/occurrence VL2 $ 50,000 property damage or $300,000 combined single limit $ 500,000/person; $1,000,000/occurrence VL3 X $ 100,000 property damage or $1,000,000 combined single limit VL4 $5,000,000 combined single limit GENERAL PROVISIONS III-56 3548 Key West International Airport Noise Insulation Program Group 1 MISCELLANEOUS COVERAGES REV. 09/12 BR1 X Builders' Risk Limits Equal to the risk completed project MVC Motor Truck Cargo Limits Equal to the max. value of any one shipment PR01 Professional Liability $250,000/occurrence PR02 $500,000/occurrence P R03 $1,000,000/occurrence P01-1 Pollution Liability $500,000/occurrence POL2 $1,000,000/occurrence POD $5,000,000/occurrence ED1 I Employee $10,000 ED2 Dishonesty $100,000 GK1 Garage $300,000 ($25,000/vehicle) GK2 Keepers $500,000 ($100,000/vehicle) GK3 $1,000,000 ($250,000/vehicle) MED1 Medical $500,000/$1,000,000 Agg. MED2 Professional $1,000,000/$3,000,000 Agg. MED3 $5,000,000/$10,000,000 Agg. IF Installation Floater Max. Value of Equip. Installed VLP1 I Hazardous $300,000 (Requires MCS-90) VLP2 Cargo $500,000 (Requires MCS-90) VLP3 Transporter $1,000,000 (Requires MCS-90) BLL Bailee Liability Max. value of property HKL1 I Hangar keepers' Liability $300,000 HKL2 $500,000 H KL3 $1,000,000 AIR1 Aircraft Liability $25,000,000 Al R2 $1,000,000 Al R3 $1,000,000 AE01 Architect's Errors & Omissions $250,000/occurrence/$500,000 Agg. AE02 $500,000/occurrence/$1,000,000 Agg. AE03 I$1,000,000/occurrence/$3,000,000 Agg. GENERAL PROVISIONS III-57 3549 Key West International Airport Noise Insulation Program Group 1 WORKERS' COMPENSATION INSURANCE REQUIREMENTS FOR CONTRACT BETWEEN MONROE COUNTY, FLORIDA AND Prior to the commencement of work governed by this Contract, the Contractor shall obtain Workers' Compensation Insurance, with limits sufficient to respond to the applicable state's statutes. In addition, the Contractor shall obtain Employers' Liability Insurance with limits of not less than: • $1,000,000 Bodily Injury by Accident • $1,000,000 Bodily Injury by Disease, policy limits • $1,000,000 Bodily Injury by Disease, each employee Coverage shall be maintained throughout the entire term of the Contract. Coverage shall be provided by a company or companies authorized to transact business in the state of Florida and the company or companies must maintain a minimum rating of A-V1 as assigned by the A.M. Best Company. If the Contractor has been approved by the Florida Department of Labor as an authorized self-insurer, the Owner shall recognize and honor the Contractor's status. The Contractor may be required to submit a Letter of Authorization issued by the Department of Labor and a Certificate of Insurance providing details on the Contractor's Excess Insurance Program. If the Contractor participates in a self-insurance fund, a Certificate of Insurance will be required. In addition, the Contractor may be required to submit updated financial statements from the fund upon request from the Owner. GENERAL PROVISIONS III-58 3550 Key West International Airport Noise Insulation Program Group 1 GENERAL LIABILITY INSURANCE REQUIREMENTS FOR CONTRACT BETWEEN MONROE COUNTY, FLORIDA AND Prior to the commencement of work governed by this Contract, the Contractor shall obtain General Liability Insurance. Coverage shall be maintained throughout the life of the Contract and include, as a minimum: • Premises Operations • Products and Completed Operations - Blanket Contractual Liability • Personal Injury Liability • Expanded Definition of Property Damage The minimum limits acceptable shall be: • $1,000,000 Combined Single Limit (CSL) If split limits are provided, the minimum limits acceptable shall be: • $ 500,000 per person • $1,000,000 per occurrence • $ 100,000 property damage An Occurrence Form policy is preferred. If coverage is provided on a Claims Made policy, its provisions should include coverage for claims filed on or after the effective date of this Contract. In addition, the period for which claims may be reported should extend for a minimum of twelve (12) months following the acceptance of work by the County. The Monroe County Board of County Commissioners, their employees, and officials will be included as "Additional Insured" on all policies issued to satisfy the above requirements. GENERAL PROVISIONS III-59 3551 Key West International Airport Noise Insulation Program Group 1 VEHICLE LIABILITY INSURANCE REQUIREMENTS FOR CONTRACT BETWEEN MONROE COUNTY, FLORIDA AND Recognizing that the Work governed by this Contract requires the use of vehicles, the Contractor, prior to the commencement of work shall obtain Vehicle Liability Insurance. Coverage shall be maintained throughout the life of the Contract and include, as a minimum, liability coverage for: • Owned, Non-Owned and Hired Vehicles The minimum limits acceptable shall be: • $1,000,000 Combined Single Limit (CSL) If split limits are provided, the minimum limits acceptable shall be: • $ 500,000 per person • $1,000,000 per occurrence • $ 100,000 property damage The Monroe County Board of County Commissioners, their employees, and officials will be included as "Additional Insured" on all policies issued to satisfy the above requirements. GENERAL PROVISIONS III-60 3552 Key West International Airport Noise Insulation Program Group 1 BUILDER'S RISK INSURANCE REQUIREMENTS FOR CONTRACT BETWEEN MONROE COUNTY, FLORIDA AND The Contractor shall be required to purchase and maintain, throughout the life of the Contract, and until the project is accepted by the Owner, Builder's Risk Insurance on an All Risk of Loss form. Coverage shall include: • Theft • Explosion • Aircraft • Fire • Windstorm • Riot • Vehicles • Collapse • Hail • Civil Commotion • Smoke • Flood The policy limits shall be no less than the amount of the finished project and coverage shall be provided on a completed value basis. Property located on the construction premises, which is intended to become a permanent part of the building, shall be included as property covered. The policy shall be endorsed permitting the Property Owners to occupy the building prior to completion without effecting the coverage. The Monroe County Board of County Commissioners, their employees, and officials will be included as "Additional Insured" and "Loss Payee" on all policies issued to satisfy the above requirements. Prior to the issuance of the Notice to Proceed - Construction and commencement of work governed by this Contract, the Contractor shall obtain Builder's Risk Insurance. The Contractor shall provide to the Owner as satisfactory evidence of the required insurance either: • Certificate of Insurance, or • A certified copy of the actual insurance policy. GENERAL PROVISIONS III-61 3553 Key West International Airport Noise Insulation Program Group 1 ASBESTOS ABATEMENT LIABILITY INSURANCE REQUIREMENTS FOR CONTRACT BETWEEN MONROE COUNTY, FLORIDA AND Recognizing that the work governed by this contract involves the installation, removal, transporting or disposal of asbestos material, the Contractor will purchase and maintain Asbestos Abatement Liability Insurance with limits no less than $2,000,000. If the policy is structured on a "Claims Made Basis" the policy must contain a "Retroactive Date" of no later than the commencement of work and will have an extended reporting period of four (4) years. The Monroe County Board of County Commissioners, their employees, and officials will be included as "Additional Insured" on all policies issued to satisfy the above requirements. GENERAL PROVISIONS III-62 3554 Key West International Airport Noise Insulation Program Group 1 SECTION 150 DISADVANTAGED BUSINESS ENTERPRISE PROGRAM 150.01 DEFINITIONS OF TERMS. The terms used in this program have the meaning defined in 49 CFR Section 26.5. 150.02 OBJECTIVES/POLICY STATEMENT (Sub-section 26.1, 26.23) The Sponsor has established a Disadvantaged Business Enterprise (DBE) program in accordance with regulations of the U.S. Department of Transportation (DOT), 49 CFR Part 26. The Sponsor has received Federal financial assistance from the Federal Aviation Administration, and as a condition of receiving this assistance, the Sponsor has signed an assurance that it will comply with 49 CFR Part 26. It is the policy of the Sponsor to ensure that DBEs, as defined in part 26, have an equal opportunity to receive and participate in FAA-assisted contracts. It is also their responsibility: A. To ensure nondiscrimination in the award and administration of FAA-assisted contracts; B. To create a level playing field on which DBEs can compete fairly for FAA-assisted contracts; C. To ensure that the DBE Program is narrowly tailored in accordance with applicable law; D. To ensure that only firms that fully meet 49 CFR Part 26 eligibility standards are permitted to participate as DBEs; E. To help remove barriers to the participation of DBEs in FAA-assisted contracts; and F. To assist the development of firms that can compete successfully in the marketplace outside the DBE Program. The Director of Airports has been delegated as the DBE Liaison Officer. In that capacity, the Director of Airports is responsible for implementing all aspects of the DBE program. Implementation of the DBE program is accorded the same priority as compliance with all other legal obligations incurred by the Sponsor in its financial assistance agreements with the Federal Aviation Administration. 150.03 NON-DISCRIMINATION (Section 26.7) The Sponsor will never exclude any person from participation in, deny any person the benefits of, or otherwise discriminate against anyone in connection with the award and performance of any contract covered by 49 CFR Part 26 on the basis of race, color, sex, or national origin. In administering its DBE program, the Sponsor will not, directly or through contractual or other arrangements, use criteria or methods of administration that have the effect of defeating or substantially impairing accomplishment of the objectives of the DBE program with respect to GENERAL PROVISIONS III-63 3555 Key West International Airport Noise Insulation Program Group 1 individuals of a particular race, color, sex, or national origin. 150.04 DBE PROGRAM UPDATES (Section 26.21) The Sponsor will continue to carry out this program until all funds from FAA financial assistance have been expended. They will provide updates to the FAA representing significant changes in the program. 150.05 FEDERAL FINANCIAL ASSISTANCE AGREEMENT ASSURANCE (Section 26.13) The Sponsor has signed the following assurance, applicable to all FAA-assisted contracts and their administration: The Sponsor shall not discriminate on the basis of race, color, national origin, or sex in the award and performance of any FAA-assisted contract or in the administration of its DBE Program or the requirements of 49 CFR Part 26. The recipient shall take all necessary and reasonable steps under 49 CFR Part 26 to ensure nondiscrimination in the award and administration of FAA- assisted contracts. The recipient's DBE Program, as required by 49 CFR Part 26 and as approved by FAA, is incorporated by reference in this agreement. Implementation of this program is a legal obligation and failure to carry out its terms shall be treated as a violation of this agreement. Upon notification to the Sponsor of its failure to carry out its approved program, the FAA may impose sanctions as provided for under Part 26 and may, in appropriate cases, refer the matter for enforcement under 18 U.S.C. 1001 and/or the Program Fraud Civil Remedies Act of 1986 (31 US.C. 3801 et seq.) 150.06 REQUIRED CONTRACT CLAUSES (Sub-section 26.13, 26.29) Contract Assurance The Sponsor will ensure that the following clauses are placed in every FAA-assisted contract and subcontract: A. Nondiscrimination - The Contractor, subrecipient or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The Contractor shall carry out applicable requirements of 49 CFR part 26 in the award and administration of DOT-assisted contracts. Failure by the Contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the recipient deems appropriate, which may include, but is not limited to: 1. Withholding monthly progress payments, 2. Assessing Sanctions 3. Liquidated Damages, and/or, 4. Disqualifying the Contractor from future bidding as non-responsible. B. Equal Opportunity—DBE Obligation —The contractor, sub-recipient or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of GENERAL PROVISIONS III-64 3556 Key West International Airport Noise Insulation Program Group 1 49 CFR Part 26 in the award and administration of FAA assisted contracts. C. Failure to Carry Out DBE Obligations — All bidders, potential contractors, or subcontractors for this FAA-assisted contract are hereby notified that failure to carry out the FAA policy and the DBE obligation, as set forth above, shall constitute a breach of contract which may result in termination of the contract, or such other remedy as deemed appropriate by the recipient and the FAA. D. Prompt Payment-The Sponsor will include the following clause in each FAA-assisted prime contract: The prime contractor agrees to pay each subcontractor under this prime contract for satisfactory performance of its contract no later than 30 working days from the receipt of each payment the prime contractor receives from the Monroe County BOCC. E. Retainage -The prime contractor agrees further to return retainage payments to each subcontractor within 30 days after the subcontractor's work is satisfactorily completed. Any delay or postponement of payment from the above referenced time frame may occur only for good cause following written approval of the Monroe County BOCC. This clause applies to both DBE and non-DBE subcontractors. F. Prompt Payment Monitoring - In order to ensure subcontractors have been promptly paid by the prime contractor within 30 days of receipt of payment from Monroe County, the prime contractor must submit documentation of prior subcontractor payments and dates with their pay requests. The Airport retains the right to audit a contractor's books and records to determine the accuracy of the information reported. A Subcontractor Prompt Payment Form that can be used for this monitoring will be provided to the awarded prime contractor. G. Termination of DBE Subcontracts -The prime contractor must not terminate a DBE subcontractor listed in response to Volume 1, Division I, Section B, paragraphs 29 and 31, and Section I, Volume 1, Division I 11, Section 150-7(or an approved substitute DBE firm) without prior written consent of Monroe County BOCC. This includes, but is not limited to, instances in which the prime contractor seeks to perform work originally designated for a DBE subcontractor with its own forces or those of an affiliate, a non- DBE firm, or with another DBE firm. The prime contractor shall utilize the specific DBEs listed to perform the work and supply the materials for which each is listed unless the contractor obtains written consent Monroe County BOCC. Unless Monroe County BOCC consent is provided, the prime contractor shall not be entitled to any payment for work or material unless it is performed or supplied by the listed DBE. Monroe County BOCC may provide such written consent only if Monroe County BOCC agrees, for reasons stated in the concurrence document, that the prime contractor has good cause to terminate the DBE firm. For purposes of this paragraph, good cause includes the circumstances listed in 49 CFR §26.53. Before transmitting to Monroe County BOCC its request to terminate and/or substitute a DBE subcontractor, the prime contractor must give notice in writing to the DBE GENERAL PROVISIONS III-65 3557 Key West International Airport Noise Insulation Program Group 1 subcontractor, with a copy to Monroe County BOCC, of its intent to request to terminate and/or substitute, and the reason for the request. The prime contractor must give the DBE five days to respond to the prime contractor's notice and advise Monroe County BOCC and the contractor of the reasons, if any,why it objects to the proposed termination of its subcontract and why Monroe County BOCC should not approve the prime contractor's action. If required in a particular case as a matter of public necessity (e.g., safety), Monroe County BOCC may provide a response period shorter than five days. In addition to post-award terminations,the provisions of this section apply to pre-award deletions of or substitutions for DBE firms put forward by offerors in negotiated procurements. 150-07 OTHER CONTRACT PROVISIONS A. DBE Certification - DBEs must be certified by a member of the Florida Unified Certification Program (UCP) and be included in the Florida UCP DBE directory at the time of the bid opening. Florida UCP DBE Directory website is: fficeBusinessDirectory/ B. Bidders List. If the recipient's DBE program provides for collecting information for a bidders list by using a contract clause, the recipient should devise an appropriate clause and include it in each FAA-assisted contract. FAA's "Sample DBE Program" interpreting 49 CFR Section 26 .11 lists various methods by which a recipient can collect information for a bidders list. Use of a contract clause is one such method. Recipients that choose to use another method would not include such a clause in their FAA-assisted contracts. C. Good Faith Efforts. In accordance with 49 CFR Section 26.51, the recipient must meet the maximum feasible portion of their overall goal through race-neutral means of facilitating DBE participation. The recipient is not required to set a contract goal on every FAA-assisted contract but must set contract goals that will cumulatively result in meeting any portion of the overall goal the recipient does not project meeting through the use of race-neutral means. Contract goals may be established only on those FAA- assisted contracts having sub-contracting possibilities. When a contract goal is established pursuant to the recipient's program, the sample bid specification set forth below can be used to notify bidders/offerors of the requirements to make good faith efforts. The forms that follow the specification can be used to collect information necessary to determine whether the bidder/offeror has satisfied these requirements. The sample specification is intended for use in both non- construction and construction contracts for which a contract goal has been established. Thus, it can be included in invitations for bid for construction, in requests for architectural/engineering and other professional services, and in other covered solicitation documents. The requirements of 49 CFR Part 26, Regulations of the U.S. Department of Transportation, apply to this contract. It is the policy of the Sponsor to practice nondiscrimination based on race, color, sex, or national origin in the award or GENERAL PROVISIONS III-66 3558 Key West International Airport Noise Insulation Program Group 1 performance of this contract. All firms qualifying under this solicitation are encouraged to submit bids/proposals. Award of this contract will be conditioned upon satisfying the requirements of this bid specification. These requirements apply to all bidders/offerors, including those who qualify as a DBE. The bidder/offeror shall make good faith efforts, as defined in Appendix A, 49 QR Part 26 to meet the contract goal for DBE participation in the performance of this contract. The bidder/offeror will be required to submit the following information: (1) the names and addresses of DBE firms that will participate in the contract; (2) a description of the work that each DBE firm will perform; (3) the dollar amount of the participation of each DBE firm participating; (4)written documentation of the bidder/offeror's commitment to use a DBE subcontractor whose participation it submits to meet the contract goal; (5) written confirmation from the DBE that it is participating in the contract as provided in the commitment made under (4) and (5) if the contract goal is not met, evidence of good faith efforts. DBE participation in this contract may be in the form of a prime contract, subcontract, joint venture, or another arrangement that qualifies under 49 Q R Part 26 Section 26.55, "How is DBE participation counted toward goals?" D. DBE Compliance. The contractor will be required to submit the following forms as part of their DBE contract compliance; 1) Proposed DBE Utilization Form within seven days of the preconstruction conference. 2) DBE Identification Form within seven days of the preconstruction conference. A separate form should be completed for each DBE firm. 3) DBE Payment Certification Form for each DBE firm that is working as a subcontractor with each pay request. Page 1 of these forms is due by the 101h of each month and must be signed and notarized both by the contractor and the DBE firm. Page 2 should be submitted when final payment has been made to the DBE firm. 4) DBE Expenditure Report Form for each DBE firm that is working as a subcontractor should be submitted with each pay request. 5) Final Report Utilization of Disadvantaged Business Enterprises (DBEs) Form with the final pay request. GENERAL PROVISIONS III-67 3559 Key West International Airport Noise Insulation Program Group 1 Key West International & Florida Keys Marathon Airports ��, DBE Program KeyWest Internatnasmd Airport ort. PROPOSED DBE UTILIZATION DISADVANTAGED BUSINESS ENTERPRISE(DBE) PARTICIPATION THIS FORM MUST BE FULLY COMPLETED FOR EACH PROPOSED DBE CONTRACTOR/SUBCONTRACTOR AND SUBMITTED NO LATER THAN 7 DAYS FROM THE PRECONSRUCTION CONFERENCE TO THE ENGINEER/ARCHITECT PROJECT NAME: AIRPORT NAME: AIP PROJECT NUMBER: PRIME CONTRACTOR: ADDRESS: CONTACT NAME: TEL/FAX/EMAIL: DBE GOAL FOR PROJECT: IDENTIFICATION OF DBE FIRMS TO PARTICIPATE IN CONTRACT (PROVIDE FOR EACH DBE FIRM INTENDED TO PERFORM IN CONTRACT): 1. NAME OF DBE FIRM: ESTIMATED PARTICIPATION:$ ESTIMATED PERCENT OF TOTAL PROJECT: % OVERVIEW OF WORK TO BE PERFORMED: 2. NAME OF DBE FIRM: ESTIMATED PARTICIPATION:$ ESTIMATED PERCENT OF TOTAL PROJECT: % OVERVIEW OF WORK TO BE PERFORMED: Page 1 of 2 GENERAL PROVISIONS III-68 3560 Key West International Airport Noise Insulation Program Group 1 Key West International & Florida Keys Marathon Airports DBE Program KeyWest Internatnasmd Airport ort. PROPOSED DBE UTILIZATION DISADVANTAGED BUSINESS ENTERPRISE(DBE) PARTICIPATION 3. NAME OF DBE FIRM: ESTIMATED PARTICIPATION:$ ESTIMATED PERCENT OF TOTAL PROJECT: % OVERVIEW OF WORK TO BE PERFORMED: 4. NAME OF DBE FIRM: ESTIMATED PARTICIPATION:$ ESTIMATED PERCENT OF TOTAL PROJECT: % OVERVIEW OF WORK TO BE PERFORMED: The undersigned certifies the intent of the Prime Contractor to enter into a contract with the DBE Contractor/Subcontractor to provide the above-referenced work associated with this project. Name of Prime Contractor Signature Date Print Name and Title NOTES: 1. THIS FORM IS DUE NO LATER THAN 7 DAYS FROM THE PRECONSTRUCTION CONFERENCE 2. DISTRIBUTION:ORIGINAL AND ONE COPY TO ENGINEER/ARCHITECT 3. A DBE IDENTIFICATION FORM MUST BE SUBMITTED FOR ALL PROPOSED DBEs Page 2 of 2 GENERAL PROVISIONS III-69 3561 Key West International Airport Noise Insulation Program Group 1 Key West International & Florida Keys Marathon Airports ��, DBE Program KeyWest DBE IDENTIFICATION FORM Internatnasmd Airport ort. DISADVANTAGED BUSINESS ENTERPRISE(DBE) PARTICIPATION THIS FORM MUST BE FULLY COMPLETED FOR EACH PROPOSED DBE CONTRACTOR/SUBCONTRACTOR AND SUBMITTED NO LATER THAN 7 DAYS FROM THE PRECONSRUCTION CONFERENCE TO THE ENGINEER/ARCHITECT PROJECT NAME: AIRPORT NAME: AIP PROJECT NUMBER: PRIME CONTRACTOR: ADDRESS: CONTACT NAME: TEL/FAX/EMAIL: DBE GOAL FOR PROJECT: % (FROM BID DOCUMENTS) IDENTIFICATION OF DBE FIRMS TO PARTICIPATE IN CONTRACT (PROVIDE FOR EACH DBE FIRM INTENDED TO PERFORM IN CONTRACT): NAME OF DBE FIRM: ADDRESS: CONTACT NAME: TEL/FAX/EMAIL: NAME OF AGENCY WHERE CERTIFIED: EXPIRATION DATE OF DBE CERTIFICATE: IS COPY OF DBE CERTIFICATE ATTACHED HERETO? ESTIMATED PARTICIPATION BY THIS DBE CONTRACTOR AT INITIAL/ORIGINAL BID: 1. WAS THIS DBE CONTRACTOR INCLUDED IN INITIAL BID OF PRIME CONTRACTOR? IF ANSWER IS NO,PRIME CONTRACTOR MUST PROVIDE SUBSTITUTION LETTER TO EXPLAIN REASONS FOR REMOVAL OF OTHER DBE CONTRACTOR AND/OR ADDITION OF THE DBE CONTRACTOR. 2. ESTIMATED PARTICIPATION AT INITIAL BID:$ 3. ESTIMATED PERCENTAGE OF TOTAL PROJECT FOR THIS DBE CONTRACTOR: % 4. DETAIL SPECIFIC WORK TO BE PERFORMED: Page 1 of 2 GENERAL PROVISIONS III-70 3562 Key West International Airport Noise Insulation Program Group 1 Key West International & Florida Keys Marathon Airports DBE Program KeyWest Internatiomd Airport DBE IDENTIFICATION FORM DISADVANTAGED BUSINESS ENTERPRISE(DBE) PARTICIPATION ESTIMATED PARTICIPATION BY THIS DBE CONTRACTOR AT PRECONSTRUCTION CONFERENCE: 1. ESTIMATED PARTICIPATION AT PRECONSTRUCTION CONFERENCE:$ 2. ESTIMATED PERCENTAGE OF TOTAL PROJECT FOR THIS DBE CONTRACTOR: % 3. DETAIL SPECIFIC WORK TO BE PERFORMED: Name of DBE Contractor/Subcontractor Signature Date Print Name and Title The undersigned certifies the intent of the Prime Contractor to enter into a contract with the DBE Contractor/Subcontractor to provide the above-referenced work associated with this project. Name of Prime Contractor Signature Date Print Name and Title NOTES: 4. THIS FORM IS DUE NO LATER THAN 7 DAYS FROM THE PRECONSTRUCTION CONFERENCE S. DISTRIBUTION:ORIGINAL AND ONE COPY TO ENGINEER/ARCHITECT 6. A DBE IDENTIFICATION FORM MUST BE SUBMITTED FOR ALL PROPOSED DBEs Page 2 of 2 GENERAL PROVISIONS III-71 3563 Key West International Airport Noise Insulation Program Group 1 Key West International & Florida Keys Marathon Airports ��, DBE Program KeyWest DBE PAYMENT CERTIFICATION Internatnasmd Airport ort. DISADVANTAGED BUSINESS ENTERPRISE(DBE) PARTICIPATION THIS IS TO CERTIFY THAT (DBE CONTRACTOR) RECEIVED(MONTHLY)OR(FINAL)PROGRESS PAYMENT OF:$ (CIRCLE ONE) ON: FROM: (DATE) (PRIME CONTRACTOR) FOR LABOR AND MATERIALS USED ON: PROJECT NAME: AIRPORT: AIRPORT PROJECT NUMBER: SIGNED BY OFFICIAL OF PRIME CONTRACTOR: PRIME CONTRACTOR SIGNATURE: TITLE: NOTARIZED: PERSONALLY KNOWN TO ME: DRIVER'S LICENSE NUMBER: OTHER IDENTIFICATION: SWORN AND SUBSCRIBED BEFORE ME THIS: DAY OF 20 NOTARY PUBLIC SIGNATURE COMMISSION EXPIRES TOTAL PAID TO THIS DBE THIS MONTH: $ TOTAL PREVIOUSLY PAID TO THIS DBE: $ TOTAL PAID TO THIS DBE TO DATE: $ SIGNED BY OFFICIAL OF DBE CONTRACTOR: DBE CONTRACTOR SIGNATURE: TITLE: NOTARIZED: PERSONALLY KNOWN TO ME: DRIVER'S LICENSE NUMBER: OTHER IDENTIFICATION: SWORN AND SUBSCRIBED BEFORE ME THIS: DAY OF 20 NOTARY PUBLIC SIGNATURE COMMISSION EXPIRES Page 1 of 2 GENERAL PROVISIONS III-72 3564 Key West International Airport Noise Insulation Program Group 1 Key West International & Florida Keys Marathon Airports ��, DBE Program KeyWest Internatiomd Airport DBE PAYMENT CERTIFICATION DISADVANTAGED BUSINESS ENTERPRISE(DBE) PARTICIPATION TOTAL OF ALL PROGRESS PAYMENTS: $ RETAINAGE WITH-HELD: $ BOND WITH-HELD: $ PROJECT SUMMARY FOR: (DBE CONTRACTOR) ESTIMATED PARTICIPATION BY THIS DBE CONTRACTOR AT INITIAL BID: S. ESTIMATED PARTICIPATION BY THIS DBE CONTRACTOR AT INITIAL BID: $ 6. ESTIMATED PERCENTAGE OF TOTAL PROJECT FOR THIS DBE CONTRACTOR: % ACTUAL PARTICIPATION BY THIS DBE CONTRACTOR AT FINAL CONTRACT CLOSEOUT: 7. ACTUAL PARTICIPATION BY THIS DBE CONTRACTOR: $ 8. ACTUAL PERCENTAGE OF FINAL CONTRACT AMOUNT FOR THIS DBE CONTRACTOR: EXPLAIN ANY DIFFERENCES BETWEEN ITEMS 1&3(OVERRUNS OR UNDERRUNS BY THIS DBE CONTRACTOR ON THIS PROJECT): EXPLAIN ANY DIFFERENCES BETWEEN ITEMS 2&4(ESTIMATED/INITIAL BID PARTICIPATION PERCENTAGE BY THIS DBE CONTRACOR VERSUS ACTUAL PARTICIPATIONPERCENTAGE BY THIS DBE CONTRACTOR): NOTES: 7. PAGE 1 OF THIS FORM IS DUE BY THE 10"OF EACH MONTH AFTER DBE STARTS WORK WHETHER PAYMENT IS MADE BY PRIME CONTRACTOR OR NOT. 8. DISTRIBUTION:ORIGINAL AND ONE COPY TO ENGINEER/ARCHITECT. 9. PAGE 1 OF THIS FORM IS TO BE PROVIDED UNTIL FINAL PAYMENT HAS BEEN MADE TO THIS DBE CONTRACTOR, INCLUDING ANY PAYMENT OF ANY RETAINAGE. 10. INCLUDE PAGE 2 OF THIS FORM ONLY UPON FINAL PROGRESS PAYMENT TO THIS DBE CONRACTOR. Page 2 of 2 GENERAL PROVISIONS III-73 3565 Key West International Airport Noise Insulation Program Group 1 Key West International & Florida Keys Marathon Airports DBE Program KeyWest DBE EXPENDITURE REPORT Internatnasmd Airport ort. DISADVANTAGED BUSINESS ENTERPRISE(DBE) PARTICIPATION THIS FORM MUST BE COMPLETED IN FULL AND SUBMITTED BY THE PRIME CONTRACTOR FOR EACH DBE FIRM USED, WITH EACH PAY REQUEST MADE BY THE PRIME CONTRACTOR PROJECT NAME: AIRPORT NAME: AIP PROJECT NUMBER: PRIME CONTRACTOR: ADDRESS: DBE CONTRACTOR: ADDRESS: PRIME CONTRACTOR PAY REQUEST NUMBER: TOTAL ESTIMATED DBE CONTRACT PARTICIPATION FOR THIS DBE CONTRACTOR:$ PERCENTAGE OF TOTAL CONTRACT: % CONTRACT DESCRIPTION OF WORK PERFORMED BY DBE CONTRACTOR ITEM UNIT ITEM ITEM NO. QUANTITY PRICE AMOUNT (Attach pages as needed to detail work performed) TOTAL AMOUNT REQUESTED BY DBE THIS INVOICE(ADD ITEM AMOUNTS): $ TOTAL AMOUNT PREVIOUSLY REQUESTED BY DBE(FROM PRIOR PAY REQUEST): $ TOTAL AMOUNT REQUESTED BY DBE TO DATE: $ Page 1 of 2 GENERAL PROVISIONS III-74 3566 Key West International Airport Noise Insulation Program Group 1 Key West International & Florida Keys Marathon Airports DBE Program KeyWest DBE EXPENDITURE REPORT Internatnasmd Airport DISADVANTAGED BUSINESS ENTERPRISE(DBE) PARTICIPATION The undersigned certifies that the DBE Contractor has successfully completed the above-referenced work associated with this project and further assures that said DBE Contractor will be paid in full for the amount indicated above for said services. Name of Prime Contractor Signature Date Print Name and Title DBE Contractor's Certification Information: Name of Agency where DBE Contractor Certified: Certificate Number: Expiration Date of DBE Certificate: Name of DBE Contractor Signature Date Print Name and Title NOTES: 1. THIS FORM IS DUE WITH EACH PAY REQUEST 2. DISTRIBUTION:ORIGINAL AND ONE COPY TO ENGINEER/ARCHITECT Page 2 of 2 GENERAL PROVISIONS III-75 3567 Key West International Airport Noise Insulation Program Group 1 Key West International & Florida Keys Marathon Airports ��, DBE Program KeyWest FINAL REPORT—UTILIZATION OF DBEs Internatnasmd Airport ort. DISADVANTAGED BUSINESS ENTERPRISE(DBE) PARTICIPATION THIS FORM MUST BE FULLY COMPLETED FOR EACH DBE CONTRACTOR/SUBCONTRACTOR THAT PARTICIPATED IN THE CONTRACT AND SUBMITTED WITH FINAL PAY REQUEST FOR PRIME CONTRACTOR PROJECT NAME: AIRPORT NAME: AIP PROJECT NUMBER: PRIME CONTRACTOR: ADDRESS: CONTACT NAME: TEL/FAX/EMAIL: DBE GOAL FOR PROJECT: % (FROM BID DOCUMENTS) IDENTIFICATION OF ACTUAL DBE PERFORMANCE (PROVIDE FOR EACH DBE FIRM THAT PARTICIPATED IN CONTRACT): 9. NAME OF DBE FIRM: ACTUAL PARTICIPATION:$ ACTUAL PERCENTAGE OF TOTAL PROJECT: % OVERVIEW OF WORK PERFORMED: 10. NAME OF DBE FIRM: ACTUAL PARTICIPATION:$ ACTUAL PERCENTAGE OF TOTAL PROJECT: % OVERVIEW OF WORK PERFORMED: 11. NAME OF DBE FIRM: ACTUAL PARTICIPATION:$ ACTUAL PERCENTAGE OF TOTAL PROJECT: % OVERVIEW OF WORK PERFORMED: Page 1 of 2 GENERAL PROVISIONS III-76 3568 Key West International Airport Noise Insulation Program Group 1 Key West International & Florida Keys Marathon Airports ��, DBE Program KeyWest FINAL REPORT—UTILIZATION OF DBEs Internatnasmd Airport ort. DISADVANTAGED BUSINESS ENTERPRISE(DBE) PARTICIPATION 12. NAME OF DBE FIRM: ACTUAL PARTICIPATION:$ ACTUAL PERCENTAGE OF TOTAL PROJECT: % OVERVIEW OF WORK PERFORMED: SUMMARY OF ACTUAL DBE UTILIZATION FOR PROJECT: ACTUAL PARTICIPATION:$ ACTUAL PERCENTAGE OF TOTAL PROJECT: % PROVIDE EXPLANATION OF ANY DIFFERENCES FROM BID/PROPOSED DBE UTILIZATION: (ATTACH ADDITIONAL SHEETS AS NEEDED) The undersigned certifies this Final Report on the Utilization of Disadvantaged Business Enterprises for this project. Name of Prime Contractor Signature Date Print Name and Title NOTES: 11. THIS FORM IS DUE WITH FINAL PAY REQUEST FOR PRIME CONTRACTOR 12. DISTRIBUTION:ORIGINAL AND ONE COPY TO ENGINEER/ARCHITECT 13. THE DBEs SHOWN ON THIS FORM SHOULD BE THE SAME AS THOSE ORIGINALLY LISTED UNLESS AN AUTHORIZED SUBSTITUTION WAS ALLOWED,OR THE CONTRACTOR USED MORE DBEs AND ADDITIONAL DBEs WERE ADDED. 14. THE DOLLAR AMOUNT SHOULD REFLECT ANY CHANGES MADE IN PLANNED WORK DONE BY THE DBE. 1S. THE CONTRACTOR SHOULD EXPLAIN IN WRITING WHY THE NAMES OF THE SUBCONTRACTORS,THE WORK ITEMS OR DOLLAR FIGURES ARE DIFFERENT FROM WHAT WAS ORIGINALLY SHOWN ON THE DBE BIDDER INFORMATION SUBMITTED WITH THE PRIME CONTRACTOR'S INITIAL/ORIGINAL BID TO MONROE COUNTY AND/OR THE COMPLETED "PROPOSED DBE UTILIZATION FORM"AND"DBE IDENTIFICATION FORM." 16. ANY WRITTEN EXPLANATION SHOULD BE ATTACHED TO THIS FORM PRIOR TO SUBMITTAL. Page 2 Of 2 GENERAL PROVISIONS III-77 3569 Key West International Airport Noise Insulation Program Group 1 SECTION 160 CONSTRUCTION CONTRACT CLAUSES AIRPORT IMPROVEMENT PROGRAM The following Contract Provisions are included pursuant to "Contract Provision Guidelines for Obligated Sponsors and Airport Improvement Program Projects," dated May 24, 2023. 160-01 ACCESS TO RECORDS AND REPORTS. The Contractor must maintain an acceptable cost accounting system. The Contractor agrees to provide the Owner, the Federal Aviation Administration, and the Comptroller General of the United States or any of their duly authorized representatives access to any books, documents, papers and records of the Contractor which are directly pertinent to the specific contract for the purpose of making audit, examination, excerpts and transcriptions. The Contractor agrees to maintain all books, records and reports required under this contract for a period of not less than three years after final payment is made and all pending matters are closed 160-02 AFFIRMATIVE ACTION REQUIREMENT. Sponsors are required to set goals for minority participation in Al funded projects exceeding $10,000. The goals for minority participation derive from Economic Area (EA) and Standard Metropolitan Statistical Area (SMSA) as established in Volume 45 of the Federal Register dated 10/3/80. The Sponsor must incorporate this notice in all solicitations for bids or requests for proposals for Al funded construction work contracts and subcontracts that exceed $10,000. NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY. 1. The Offeror's or Bidder's attention is called to the "Equal Opportunity Clause" and the "Standard Federal Equal Employment Opportunity Construction Contract Specifications" set forth herein. 2. The goals and timetables for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area, are as follows: Timetables Goals for minority participation for each trade: 30.4% Goals for female participation in each trade: 6.9% These goals are applicable to all of the Contractor's construction work (whether or not it is Federal or federally assisted) performed in the covered area. If the Contractor performs construction work in a geographical area located outside of the covered area, it shall apply the goals established for such geographical area where the work is actually performed. With regard to this second area, the Contractor also is subject to the goals for both its federally involved and non-federally involved construction. The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60- GENERAL PROVISIONS III-78 3570 Key West International Airport Noise Insulation Program Group 1 4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4.3(a) and its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed. 3. The Contractor shall provide written notification to the Director of the Office of Federal Contract Compliance Programs (OFCCP)within 10 working days of award of any construction subcontract in excess of$10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address, and telephone number of the subcontractor; employer identification number of the subcontractor; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the subcontract is to be performed. 4. As used in this notice and in the contract resulting from this solicitation, the "covered area" is State of Florida, County of Monroe, City of Key West. 160-03 BREACH OF CONTRACT TERMS. For projects exceeding $250,000, Sponsors are required to incorporate administrative, contractual, or legal remedies in the event that a contractor violates or breaches contract terms. Any violation or breach of terms of this Contract on the part of the Contractor or its subcontractors may result in the suspension or termination of this Contract or such other action that may be necessary to enforce the rights of the parties of this agreement. Owner will provide Contractor written notice that describes the nature of the breach and corrective actions the Contractor must undertake in order to avoid termination of the Contract. Owner reserves the right to withhold payments to Contractor until such time the Contractor corrects the breach or the Owner elects to terminate the Contract. The Owner's notice will identify a specific date by which the Contractor must correct the breach. Owner may proceed with termination of the Contract if the Contractor fails to correct the breach by deadline indicated in the Owner's notice. The duties and obligations imposed by the Contract Documents and the rights and remedies available thereunder are in addition to, and not a limitation of, any duties, obligations, rights, and remedies otherwise imposed or available by law. 160-04 BUY AMERICAN PREFERENCE. See SECTION 170. 160-05 CIVIL RIGHTS -GENERAL. In all its activities within the scope of its airport program, the Contractor agrees to comply with pertinent statutes, Executive Orders, and such rules as identified in Title VI List of Pertinent Nondiscrimination Acts and Authorities to ensure that no person shall, on the grounds of race, color, national origin (including limited English proficiency), creed, sex (including sexual orientation and gender identity), age, or disability be excluded from participating in any activity conducted with or benefiting from Federal assistance. GENERAL PROVISIONS III-79 3571 Key West International Airport Noise Insulation Program Group 1 The above provision binds the Contractor and subcontractors from the bid solicitation period through the completion of the contract. 160-06 CIVIL RIGHTS — TITLE VI ASSURANCE. Title VI of the Civil Rights Act of 1964, as amended, (Title VI) prohibits discrimination on the grounds of race, color, or national origin under any program or activity receiving Federal financial assistance. The text of each individual clause comes from the U.S. Department of Transportation Order DOT 1050.2, Standard Title VI Assurances and Nondiscrimination Provisions, effective April 24, 2013. TITLE VI LIST OF PERTINENT NONDISCRIMINATION ACTS AND AUTHORITIES. During the performance of this contract, the Contractor, for itself, its assignees, and successors in interest (hereinafter referred to as the "Contractor") agrees to comply with the following non- discrimination statutes and authorities; including but not limited to: • Title VI of the Civil Rights Act of 1964 (42 USC § 2000d et seq., 78 stat. 252) (prohibits discrimination on the basis of race, color, national origin); • 49 CFR part 21 (Non-discrimination in Federally-Assisted programs of the Department of Transportation—Effectuation of Title VI of the Civil Rights Act of 1964); • The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42 USC § 4601) (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal-aid programs and projects); • Section 504 of the Rehabilitation Act of 1973 (29 USC § 794 et seq.), as amended (prohibits discrimination on the basis of disability); and 49 CFR part 27 (Nondiscrimination on the Basis of Disability in Programs or Activities Receiving Federal Financial Assistance); • The Age Discrimination Act of 1975, as amended (42 USC § 6101 et seq.) (prohibits discrimination on the basis of age); • Airport and Airway Improvement Act of 1982 (49 USC § 47123), as amended (prohibits discrimination based on race, creed, color, national origin, or sex); • The Civil Rights Restoration Act of 1987 (PL 100-259) (broadened the scope, coverage and applicability of Title VI of the Civil Rights Act of 1964, the Age Discrimination Act of 1975 and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms "programs or activities" to include all of the programs or activities of the Federal-aid recipients, sub-recipients and contractors, whether such programs or activities are Federally funded or not); • Titles 11 and III of the Americans with Disabilities Act of 1990 (42 USC § 12101, et seq) (prohibit discrimination on the basis of disability in the operation of public entities, public and private transportation systems, places of public accommodation, and certain testing entities) as implemented by U.S. Department of Transportation regulations at 49 CFR parts 37 and 38; • The Federal Aviation Administration's Nondiscrimination statute (49 USC § 47123) GENERAL PROVISIONS III-80 3572 Key West International Airport Noise Insulation Program Group 1 (prohibits discrimination on the basis of race, color, national origin, and sex); • Executive Order 12898, Federal Actions to Address Environmental Justice in Minority Populations and Low-Income Populations (ensures nondiscrimination against minority populations by discouraging programs, policies, and activities with disproportionately high and adverse human health or environmental effects on minority and low-income populations); • Executive Order 13166, Improving Access to Services for Persons with Limited English Proficiency, and resulting agency guidance, national origin discrimination includes discrimination because of limited English proficiency (LEP). To ensure compliance with Title VI, you must take reasonable steps to ensure that LEP persons have meaningful access to your programs [70 Fed. Reg. 74087 (2005)]; • Title IX of the Education Amendments of 1972, as amended, which prohibits you from discriminating because of sex in education programs or activities (20 USC§ 1681, et seq). NONDISCRIMINATION REQUIREMENTS/ TITLE VI CLAUSES FOR COMPLIANCE. During the performance of this Contract, the Contractor, for itself, its assignees, and successors in interest (hereinafter referred to as the "Contractor") agrees as follows: 1) Compliance with Regulations: The Contractor(hereinafter includes consultants)will comply with the Title VI List of Pertinent Nondiscrimination Acts and Authorities, as they may be amended from time to time, which are herein incorporated by reference and made a part of this contract. 2) Nondiscrimination. The Contractor, with regard to the work performed by it during the contract, will not discriminate on the grounds of race, color, national origin (including limited English proficiency), creed, sex (including sexual orientation and gender identity), age, or disability in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The Contractor will not participate directly or indirectly in the discrimination prohibited by the Nondiscrimination Acts and Authorities, including employment practices when the contract covers any activity, project, or program set forth in Appendix B of 49 CFR part 21. 3) Solicitations for Subcontracts, including Procurement of Materials and Equipment. In all solicitations, either by competitive bidding or negotiation made by the Contractor for work to be performed under a subcontract, including procurements of materials, or leases of equipment, each potential subcontractor or supplier will be notified by the Contractor of the contractor's obligations under this contract and the Nondiscrimination Acts and Authorities on the grounds of race, color, or national origin. 4) Information and Reports. The Contractor will provide all information and reports required by the Acts, the Regulations, and directives issued pursuant thereto and will permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the Sponsor or the Federal Aviation Administration to be pertinent to ascertain compliance with such Nondiscrimination Acts and Authorities and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish the information, the Contractor will so certify to the Sponsor or the Federal Aviation GENERAL PROVISIONS III-81 3573 Key West International Airport Noise Insulation Program Group 1 Administration, as appropriate, and will set forth what efforts it has made to obtain the information. 5) Sanctions for Noncompliance. In the event of a Contractor's noncompliance with the non- discrimination provisions of this contract, the Sponsor will impose such contract sanctions as it or the Federal Aviation Administration may determine to be appropriate, including, but not limited to: (a) Withholding of payments to the Contractor under the Contract until the Contractor complies, and/or (b) Cancellation, termination, or suspension of the Contract, in whole or in part. 6) Incorporation of Provisions. The Contractor will include the provisions of paragraphs one through six in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Acts, the Regulations, and directives issued pursuant thereto. The Contractor will take action with respect to any subcontract or procurement as the Sponsor or the Federal Aviation Administration may direct as a means of enforcing such provisions including sanctions for noncompliance. Provided, that if the Contractor becomes involved in, or is threatened with litigation by a subcontractor, or supplier because of such direction, the Contractor may request the Sponsor to enter into any litigation to protect the interests of the Sponsor. In addition, the Contractor may request the United States to enter into the litigation to protect the interests of the United States. 160-07 CLEAN AIR AND WATER POLLUTION CONTROL. This provision is required for all contracts and lower tier contracts that exceed $150,000. Contractor agrees to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act (42 U.S.C. §§7401-7671 q) and the Federal Water Pollution Control Act as amended (33 U.S.C. §§1251-1387) and will report violations to FEMA and the Regional Office of the Environmental Protection Agency (EPA). The Clean Air Act (42 U.S.C. 7401-7671 q.) and the Federal Water Pollution Control Act (33 U.S.C. 1251-1387), as amended—applies to Contracts and subgrants of amounts in excess of$150,000. 160-08 CONTRACT WORKHOURS AND SAFETY STANDARDS ACT REQUIREMENTS Contract Work Hours and Safety Standards Act Requirements (CWHSSA) (40 USC §§ 3702 & 3704) requires contractors and subcontractors on covered contracts to pay laborers and mechanics employed in the performance of the contracts not less than one and one-half times their basic rate of pay for all hours worked over 40 in a workweek. CWHSSA prohibits unsanitary, hazardous, or dangerous working conditions on federally assisted projects. The Wage and Hour Division (WHD) within the U.S. Department of Labor (DOL) enforces the compensation requirements of this Act, while DOL's Occupational Safety and Health Administration (OSHA) enforces the safety and health requirements. This provision applies to all construction contracts and lower tier contracts that exceed $100,000, and employ laborers, mechanics, watchmen, and guards. 1) Overtime Requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic, including watchmen and guards, in any GENERAL PROVISIONS III-82 3574 Key West International Airport Noise Insulation Program Group 1 workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek. 2) Violation; Liability for Unpaid Wages; Liquidated Damages. In the event of any violation of the clause set forth in paragraph (1) of this clause, the Contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (1) of this clause, in the sum of$29 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (1) of this clause 3) Withholding for Unpaid Wages and Liquidated Damages. The Federal Aviation Administration (FAA) or the Owner shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally-assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (2) of this clause. 4) Subcontracts. The Contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraphs (1) through (4) and also a clause requiring the subcontractor to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (1) through (4) of this clause. 160-09 COPELAND "ANTI-KICKBACK" ACT. The Copeland (Anti-Kickback)Act(18 USC § 874 and 40 USC § 3145) makes it unlawful to induce by force, intimidation, threat of dismissal from employment, or by any other manner, any person employed in the construction or repair of public buildings or public works, financed in whole or in part by the United States, to give up any part of the compensation to which that person is entitled under a contract of employment. The Copeland Act also requires each contractor and subcontractor to furnish weekly a statement of compliance with respect to the wages paid each employee during the preceding week. This provision applies to all construction contracts and subcontracts financed under the AIP that exceed $2,000. Contractor must comply with the requirements of the Copeland "Anti-Kickback" Act (18 USC 874 and 40 USC 3145), as supplemented by Department of Labor regulation 29 CFR part 3. Contractor and subcontractors are prohibited from inducing, by any means, any person employed on the project to give up any part of the compensation to which the employee is entitled. The Contractor and each Subcontractor must submit to the Owner, a weekly statement on the wages paid to each employee performing on covered work during the prior week. Owner must report any violations of the Act to the Federal Aviation Administration. GENERAL PROVISIONS III-83 3575 Key West International Airport Noise Insulation Program Group 1 160-10 DAVIS BACON REQUIREMENTS. - Each Sponsor entering into a Construction Contract over Two Thousand Dollars ($2,000.00) for a project funded through the Airport Improvement Program (AIP) is required to insert in the Contract the following language from 29 CFR Part 5. Each Contractor is to include these provisions in each Construction Subcontract. 1) Minimum Wages (a) All laborers and mechanics employed or working upon the site of the work will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by the Secretary of Labor under the Copeland Act (29 CFR Part 3)), the full amount of wages and bona fide fringe benefits(or cash equivalent thereof)due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the Contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under section 1(b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph (1)(iv) of this section; also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in 29 CFR § 5.5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, that the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classification and wage rates conformed under (1)(ii) of this section) and the Davis-Bacon poster (WH-1321) shall be posted at all times by the Contractor and its subcontractors at the site of the work in a prominent and accessible place where it can easily be seen by the workers. (b) (i) The contracting officer shall require that any class of laborers or mechanics, including helpers, which is not listed in the wage determination, and which is to be employed under the contract shall be classified in conformance with the wage determination. The contracting officer shall approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met: • The work to be performed by the classification requested is not performed by a classification in the wage determination; • The classification is utilized in the area by the construction industry; and • The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. GENERAL PROVISIONS III-84 3576 Key West International Airport Noise Insulation Program Group 1 (ii) If the Contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour Division, U.S. Department of Labor, Washington, DC 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (iii) In the event the Contractor, the laborers, or mechanics to be employed in the classification, or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Administrator for determination. The Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (iv) The wage rate (including fringe benefits where appropriate) determined pursuant to subparagraphs (1)(ii) (B) or (C) of this paragraph, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. (c) Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. (d) If the Contractor does not make payments to a trustee or other third person, the Contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, that the Secretary of Labor has found, upon the written request of the Contractor, that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the Contractor to set aside, in a separate account, assets for the meeting of obligations under the plan or program. 2. Withholding. The Federal Aviation Administration or the Sponsor shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld from the Contractor under this contract or any other Federal contract with the same prime contractor, or any other federally-assisted contract subject to Davis- Bacon prevailing wage requirements, which is held by the same prime contractor, so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the Contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work, all or part of the wages required by the contract, the Federal Aviation Administration may, after written notice to the Contractor, Sponsor, Applicant, or Owner, take such action as may be necessary to cause the suspension of any further payment, advance, GENERAL PROVISIONS III-85 3577 Key West International Airport Noise Insulation Program Group 1 or guarantee of funds until such violations have ceased. 3. Payrolls and Basic Records. (i) Payrolls and basic records relating thereto shall be maintained by the Contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social security number of each such worker; his or her correct classification; hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in 1(b)(2)(B) of the Davis-Bacon Act); daily and weekly number of hours worked; deductions made; and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section 1(b)(2)(B) of the Davis-Bacon Act, the Contractor shall maintain records that show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual costs incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. (A) The Contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the Federal Aviation Administration if the agency is a party to the contract, but if the agency is not such a party, the Contractor will submit the payrolls to the applicant, Sponsor, or Owner, as the case may be, for transmission to the Federal Aviation Administration. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under 29 CFR § 5.5(a)(3)(i), except that full social security numbers and home addresses shall not be included on weekly transmittals. Instead, the payrolls shall only need to include an individually identifying number for each employee (e.g., the last four digits of the employee's social security number). The required weekly payroll information may be submitted in any form desired. Optional Form WH-347 is available for this purpose from the Wage and Hour Division Web site at hapse//www.dol.govlagencies/whgLIg vemment-contracts/constructior21 ayroll® certification or its successor site. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. Contractors and subcontractors shall maintain the full social security number and current address of each covered worker and shall provide them upon request to the Federal Aviation Administration if the agency is a party to the contract, but if the agency is not such a party, the Contractor will submit them to the applicant, Sponsor, or Owner, as the case may be, for transmission to the Federal Aviation Administration, the Contractor, or the Wage and Hour Division of the Department of Labor for purposes of an investigation or audit of compliance with prevailing wage requirements. It is not a violation of this section for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime contractor for its own records, without weekly submission to the GENERAL PROVISIONS III-86 3578 Key West International Airport Noise Insulation Program Group 1 sponsoring government agency (or the applicant, Sponsor, or Owner). (B) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the Contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: • That the payroll for the payroll period contains the information required to be provided under 29 CFR § 5.5(a)(3)(ii), the appropriate information is being maintained under 29 CFR § 5.5 (a)(3)(i), and that such information is correct and complete; • That each laborer and mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in Regulations, 29 CFR Part 3; • That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract. (C)The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph (3)(ii)(B) of this section. (D)The falsification of any of the above certifications may subject the Contractor or subcontractor to civil or criminal prosecution under Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. (iii) The Contractor or subcontractor shall make the records required under paragraph (3)(i) of this section available for inspection, copying, or transcription by authorized representatives of the Sponsor, the Federal Aviation Administration, or the Department of Labor and shall permit such representatives to interview employees during working hours on the job. If the Contractor or subcontractor fails to submit the required records or to make them available, the Federal agency may, after written notice to the Contractor, Sponsor, applicant, or Owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR § 5.12. 4. Apprentices and Trainees (i) Apprentices. Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Office of Apprenticeship Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in GENERAL PROVISIONS III-87 3579 Key West International Airport Noise Insulation Program Group 1 the program, but who has been certified by the Office of Apprenticeship Training, Employer and Labor Services or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the Contractor's or subcontractor's registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Office of Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office,withdraws approval of an apprenticeship program, the Contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (ii) Trainees. Except as provided in 29 CFR § 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination that provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate that is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the Contractor will no longer be permitted to GENERAL PROVISIONS III-88 3580 Key West International Airport Noise Insulation Program Group 1 utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (iii) Equal Employment Opportunity. The utilization of apprentices, trainees, and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR Part 30. 5. Compliance with Copeland Act Requirements. The Contractor shall comply with the requirements of 29 CFR Part 3, which are incorporated by reference in this contract. 6. Subcontracts. The Contractor or subcontractor shall insert in any subcontracts the clauses contained in 29 CFR§§ 5.5(a)(1)through (10) and such other clauses as the Federal Aviation Administration may by appropriate instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR § 5.5. 7. Contract Termination: Debarment. A breach of the contract clauses in paragraph 1 through 10 of this section may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR § 5.12. 8. Compliance with Davis-Bacon and Related Act Requirements. All rulings and interpretations of the Davis-Bacon and Related Acts contained in 29 CFR Parts 1, 3, and 5 are herein incorporated by reference in this contract. 9. Disputes Concerning Labor Standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR Parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the Contractor (or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their representatives. 10. Certification of Eligibility. (a) By entering into this contract, the Contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the Contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR § 5.12(a)(1) (b) No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of section 3(a) of the Davis- Bacon Act or 29 CFR § 5.12(a)(1) (c) The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 USC § 1001. 160-11 DEBARMENT AND SUSPENSION The Sponsor must verify that the firm or individual that it is entering into a contract with is not presently suspended, excluded, or debarred by any Federal department or agency from participating in federally-assisted projects. The Sponsor accomplishes this by: GENERAL PROVISIONS III-89 3581 Key West International Airport Noise Insulation Program Group 1 1) Checking the System for Award Management( to verify that the firm or individual is not listed in SAM.gov as being suspended, debarred, or excluded; 2) Collecting a certification from the firm or individual that it is not suspended, debarred, or excluded; and 3) Incorporating a clause in the contract that requires lower tier contracts to verify that no suspended, debarred, or excluded firm or individual is included in the project. CERTIFICATION OF OFFEROR/BIDDER REGARDING DEBARMENT By submitting a bid/proposal under this solicitation, the bidder or offeror certifies that neither it nor its principals are presently debarred or suspended by any Federal department or agency from participation in this transaction. CERTIFICATION OF LOWER TIER CONTRACTORS REGARDING DEBARMENT The successful bidder, by administering each lower tier subcontract that exceeds $25,000 as a "covered transaction," must confirm each lower tier participant of a "covered transaction" under the project is not presently debarred or otherwise disqualified from participation in this federally assisted project. The successful bidder will accomplish this by: 1. Checking the System for Award Management at website: htt�://www.sarn.�ov. 2. Collecting a certification statement similar to the Certification of Offeror/Bidder Regarding Debarment, above. 3. Inserting a clause or condition in the covered transaction with the lower tier contract. If the Federal Aviation Administration later determines that a lower tier participant failed to disclose to a higher tier participant that it was excluded or disqualified at the time it entered the covered transaction, the FAA may pursue any available remedies, including suspension and debarment of the non-compliant participant. 160-12 DISADVANTAGED BUSINESS ENTERPRISE. See SECTION 150 160-13 DISTRACTED DRIVING The FAA encourages recipients of Federal grant funds to adopt and enforce safety policies that decrease crashes by distracted drivers, including policies to ban text messaging while driving when performing work related to a grant or subgrant. Sponsors must insert this provision in all AIP funded contracts that exceed the micro-purchase threshold of 2 CFR § 200.320 (currently set at $10,000). TEXTING WHEN DRIVING In accordance with Executive Order 13513, "Federal Leadership on Reducing Text Messaging While Driving", (10/1/2009) and DOT Order 3902.10, "Text Messaging While Driving", (12/30/2009), the Federal Aviation Administration encourages recipients of Federal grant funds to adopt and enforce safety policies that decrease crashes by distracted drivers, including policies to ban text messaging while driving when performing work related to a grant or subgrant. GENERAL PROVISIONS III-90 3582 Key West International Airport Noise Insulation Program Group 1 In support of this initiative, the Owner encourages the Contractor to promote policies and initiatives for its employees and other work personnel that decrease crashes by distracted drivers, including policies that ban text messaging while driving motor vehicles while performing work activities associated with the project. The Contractor must include the substance of this clause in all sub-tier contracts exceeding $10,000 that involve driving a motor vehicle in performance of work activities associated with the project. 160-14 PROHIBITION ON CERTAIN TELECOMMUNICATIONS AND VIDEO SURVEILLANCE SERVICES OR EQUIPMENT. Sponsors and subgrant recipients are prohibited from using AIP grant funds to: a) Procure or obtain, b) Extend or renew a contract to procure or obtain, or c) Enter into a contract to procure or obtain certain covered telecommunications equipment. These restrictions apply to telecommunication equipment, services, or systems that use covered telecommunications equipment or services as a substantial or essential component of any system or as critical technology as part of any system. Covered telecommunications equipment is equipment produced or provided by Huawei Technologies Company or ZTE Corporation (or any subsidiary or affiliate of either). Contractor and Subcontractor agree to comply with mandatory standards and policies relating to use and procurement of certain telecommunications and video surveillance services or equipment in compliance with the National Defense Authorization Act [Public Law 115-232 § 889(f)(1)]. 160-15 DRUG FREE WORKPLACE REQUIREMENTS. The Drug-Free Workplace Act of 1988 requires some Federal contractors and all Federal grantees to agree that they will provide drug- free workplaces as a condition of receiving a contract or grant from a Federal agency. The Act does not apply to contractors, subcontractors, or subgrantees, although the Federal grantees workplace may be where the contractors, subcontractors, or subgrantees are working. This provision applies to all AIP funded projects, but not to the contracts between the grantee (the Sponsor) and a contractor, subcontractors, suppliers, or subgrantees. 160-16 EQUAL EMPLOYMENT OPPORTUNITY (EEO). The purpose of this provision is to provide equal opportunity for all persons, without regard to race, color, religion, sex, or national origin who are employed or seeking employment with contractors performing under a federally assisted construction contract. There are two provisions — a construction clause and a specification clause. The equal opportunity contract clause must be included in any contract or subcontract when the amount exceeds $10,000. Once the equal opportunity clause is determined to be applicable, the contract or subcontract must include the clause for the remainder of the year, regardless of the amount of the contract. EQUAL OPPORTUNITY CLAUSE. GENERAL PROVISIONS III-91 3583 Key West International Airport Noise Insulation Program Group 1 41 CFR § 60-1.4 provides the following mandatory contract language: During the performance of this Contract the Contractor agrees as follows: 1) The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, sexual orientation, gender identity, or national origin. The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex, sexual orientation, gender identify, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff, or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. 2) The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, sexual orientation, gender identity, or national origin. 3) The contractor will not discharge or in any other manner discriminate against any employee or applicant for employment because such employee or applicant has inquired about, discussed, or disclosed the compensation of the employee or applicant or another employee or applicant. This provision shall not apply to instances in which an employee who has access to the compensation information of other employees or applicants as a part of such employee's essential job functions discloses the compensation of such other employees or applicants to individuals who do not otherwise have access to such information, unless such disclosure is in response to a formal complaint or charge, in furtherance of an investigation, proceeding, hearing, or action, including an investigation conducted by the employer, or is consistent with the contractor's legal duty to furnish information. 4) The Contractor will send to each labor union or representative of workers with which it has a collective bargaining agreement or other contract or understanding, a notice to be provided by the agency contracting officer, advising the labor union or workers' representative of the Contractor's commitments under this section 202 of Executive Order 11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 5) The Contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. 6) The Contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by the rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. 7) In the event of the Contractor's noncompliance with the nondiscrimination clauses of this contract or with any such rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order GENERAL PROVISIONS III-92 3584 Key West International Airport Noise Insulation Program Group 1 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. 8) The Contractor will include the provisions of paragraphs (1) through (8) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as may be directed by the Secretary of Labor as a means of enforcing such provisions, including sanctions for noncompliance: Provided, however, that in the event the contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction, the Contractor may request the United States to enter into such litigation to protect the interests of the United States. STANDARD FEDERAL EQUAL EMPLOYMENT OPPORTUNITY CONSTRUCTION CONTRACT SPECIFICATIONS. 41 CFR § 60-4.3 provides the following mandatory specification language: 1. As used in these Specifications: (a) "Covered area" means the geographical area described in the solicitation from which this contract resulted; (b) "Director" means Director, Office of Federal Contract Compliance Programs (OFCCP), U.S. Department of Labor, or any person of whom the Director delegates authority; (c) "Employer Identification Number" means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U.S. Treasury Department Form 941; (d) "Minority" includes: (1) Black (all persons having origins in any of the black African racial groups not of Hispanic origin); (2) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American or other Spanish culture or origin regardless of race); (3) Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far East, Southeast Asia, the Indian Subcontinent, or the Pacific Islands); and (4) American Indian or Alaskan native (all persons having origins in any of the original peoples of North America and maintaining identifiable tribal affiliations through membership and participation or community identification). 2) Whenever the Contractor, or any subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the Notice which contains the applicable goals for minority and female participation, and which is set forth in the solicitations from which this contract resulted. GENERAL PROVISIONS III-93 3585 Key West International Airport Noise Insulation Program Group 1 3) If the Contractor is participating (pursuant to 41 CFR part 60-4.5) in a Hometown Plan approved by the U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each contractor or subcontractor participating in an approved plan is individually required to comply with its obligations under the EEO clause and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other contractors or subcontractors toward a goal in an approved Plan does not excuse any covered contractor's or subcontractor's failure to take good faith efforts to achieve the Plan goals and timetables. 4) The Contractor shall implement the specific affirmative action standards provided in paragraphs 7a through 7p of these specifications. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered construction contractors performing construction work in geographical areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical area where the work is being performed. Goals are published periodically in the Federal Register in notice form, and such notices may be obtained from any Office of Federal Contract Compliance Programs office or from Federal procurement contracting officers. The Contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified. 5) Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto. 6) In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor. 7) The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its actions. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following: (a) Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the Contractor's employees are assigned to work. The Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents, and other onsite supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. GENERAL PROVISIONS III-94 3586 Key West International Airport Noise Insulation Program Group 1 (b) Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organizations' responses. (c) Maintain a current file of the names, addresses, and telephone numbers of each minority and female off-the-street applicant and minority or female referral from a union, a recruitment source, or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefor, along with whatever additional actions the Contractor may have taken. (d) Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obligations. (e) Develop on-the-job training opportunities and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the Department of Labor. The Contractor shall provide notice of these programs to the sources compiled under 7b above. (f) Disseminate the Contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. (g) Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination, or other employment decisions including specific review of these items with onsite supervisory personnel such superintendents, general foremen, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. (h) Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the Contractor's EEO policy with other contractors and subcontractors with whom the Contractor does or anticipates doing business. (i) Direct its recruitment efforts, both oral and written, to minority, female, and community organizations, to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor's recruitment area and GENERAL PROVISIONS III-95 3587 Key West International Airport Noise Insulation Program Group 1 employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures, and tests to be used in the selection process. Q) Encourage present minority and female employees to recruit other minority persons and women and, where reasonable, provide after school, summer, and vacation employment to minority and female youth both on the site and in other areas of a contractor's work force. (k) Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR part 60-3. (1) Conduct, at least annually, an inventory and evaluation at least of all minority and female personnel, for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities. (m)Ensure that seniority practices,job classifications, work assignments, and other personnel practices do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out. (n) Ensure that all facilities and company activities are nonsegregated except that separate or single-user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. (o) Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. (p) Conduct a review, at least annually, of all supervisor's adherence to and performance under the Contractor's EEO policies and affirmative action obligations. 8) Contractors are encouraged to participate in voluntary associations, which assist in fulfilling one or more of their affirmative action obligations (7a through 7p). The efforts of a contractor association, joint contractor-union, contractor-community, or other similar group of which the Contractor is a member and participant may be asserted as fulfilling any one or more of its obligations under 7a through 7p of these specifications provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensures that the concrete benefits of the program are reflected in the Contractor's minority and female workforce participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance. 9) A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non-minority. Consequently, the Contractor may be in violation of the Executive Order if GENERAL PROVISIONS III-96 3588 Key West International Airport Noise Insulation Program Group 1 a particular group is employed in a substantially disparate manner (for example, even though the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). 10)The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion, sex, sexual orientation, gender identity, or national origin. 11)The Contractor shall not enter into any subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246. 12)The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspension, termination, and cancellation of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations, by the Office of Federal Contract Compliance Programs. Any contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. 13)The Contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of these specifications, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR part 60-4.8. 14)The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the Government, and to keep records. Records shall at least include for each employee, the name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, contractors shall not be required to maintain separate records. 15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). 160-17 FEDERAL FAIR LABOR STANDARDS ACT (FEDERAL MINIMUM WAGE). The U.S. Department of Labor (DOL) Wage and Hour Division administers the Fair Labor Standards Act FLSA . This act prescribes federal standards for basic minimum wage, overtime pay, record keeping, and child labor standards. All contracts and subcontracts that result from this solicitation incorporate by reference the provisions of 29 CFR part 201, the Federal Fair Labor Standards Act (FLSA), with the same force and effect as if given in full text. The FLSA sets minimum wage, overtime pay, recordkeeping, GENERAL PROVISIONS III-97 3589 Key West International Airport Noise Insulation Program Group 1 and child labor standards for full and part time workers. The Contractor has full responsibility to monitor compliance to the referenced statute or regulation. The Contractor must address any claims or disputes that arise from this requirement directly with the U.S. Department of Labor—Wage and Hour Division 160-18 LOBBYING AND INFLUENCING FEDERAL EMPLOYEES. Contractors that bid for an award of$100,000 or more must certify that they will not and have not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant, or another award covered by 31 USC § 1352. Each tier must also disclose any lobbying with non- Federal funds that takes place in connection with obtaining any Federal award. CERTIFICATION REGARDING LOBBYING The Bidder or Offeror certifies by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: (1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the Bidder or Offeror, to any person for influencing or attempting to influence an officer or employee of an agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. (3) The undersigned shall require that the language of this certification be included in the award documents for all sub-awards at all tiers (including subcontracts, subgrants, and contracts under grants, loans, and cooperative agreements) and that all sub-recipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by section 1352, title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. 160-19 PROHIBITION OF SEGREGATED FACILITIES. The contractor must comply with the requirements of the EEO clause by ensuring that facilities they provide for employees are free of segregation on the basis of race, color, religion, sex, sexual orientation, gender identity, or national origin. This clause must be included in all contracts that include the equal opportunity clause, regardless of the amount of the contract. GENERAL PROVISIONS III-98 3590 Key West International Airport Noise Insulation Program Group 1 AIP Sponsors must incorporate the Prohibition of Segregated Facilities clause (41 CFR § 60-1.8) in any contract containing the Equal Employment Opportunity clause of 41 CFR § 60-1.4. This obligation flows down to subcontract and sub-tier purchase orders containing the Equal Employment Opportunity clause. PROHIBITION OF SEGREGATED FACILITIES (a) The Contractor agrees that it does not and will not maintain or provide for its employees any segregated facilities at any of its establishments, and that it does not and will not permit its employees to perform their services at any location under its control where segregated facilities are maintained. The Contractor agrees that a breach of this clause is a violation of the Equal Employment Opportunity clause in this contract. (b) "Segregated facilities," as used in this clause, means any waiting rooms, work areas, rest rooms and wash rooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees that are segregated by explicit directive or are in fact segregated on the basis of race, color, religion, sex, sexual orientation, gender identity, or national origin because of written or oral policies or employee custom. The term does not include separate or single-user rest rooms or necessary dressing or sleeping areas provided to assure privacy between the sexes. (c)The Contractor shall include this clause in every subcontract and purchase order that is subject to the Equal Employment Opportunity clause of this contract. 160-20 OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970. All contracts and subcontracts must comply with the Occupational Safety and Health Act of 1970 (OSH). The U.S. Department of Labor Occupational Safety and Health Administration (OSHA) oversees the workplace health and safety standards wage provisions from OSH. All contracts and subcontracts that result from this solicitation incorporate by reference the requirements of 29 CFR Part 1910 with the same force and effect as if given in full text. The employer must provide a work environment that is free from recognized hazards that may cause death or serious physical harm to the employee. The employer retains full responsibility to monitor its compliance and their subcontractor's compliance with the applicable requirements of the Occupational Safety and Health Act of 1970 (29 CFR Part 1910). The employer must address any claims or disputes that pertain to a referenced requirement directly with the U.S. Department of Labor—Occupational Safety and Health Administration. 160-21 PROCUREMENT OF RECOVERED MATERIALS.This provision applies to any contracts that include procurement of products designated in subpart B of 40 CFR part 247 where the purchase price of the item exceeds $10,000 or the value of the quantity acquired by the preceding fiscal year exceeded $10,000. GENERAL PROVISIONS III-99 3591 Key West International Airport Noise Insulation Program Group 1 PROCUREMENT OF RECOVERED MATERIALS Contractor and subcontractor agree to comply with Section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act, and the regulatory provisions of 40 CFR Part 247. In the performance of this contract and to the extent practicable, the Contractor and subcontractors are to use products containing the highest percentage of recovered materials for items designated by the Environmental Protection Agency (EPA) under 40 CFR Part 247 whenever: a) The contract requires procurement of$10,000 or more of a designated item during the fiscal year; or b) The contractor has procured $10,000 or more of a designated item using Federal funding during the previous fiscal year. The list of EPA-designated items is available at www.eta.r�ov/smm/comprehensive-�rocurement- guidelines®construction-products. Section 6002(c) establishes exceptions to the preference for recovery of EPA-designated products if the contractor can demonstrate the item is: a) Not reasonably available within a timeframe providing for compliance with the contract performance schedule; b) Fails to meet reasonable contract performance requirements; or c) Is only available at an unreasonable price. 160-22 RIGHT TO INVENTIONS. This clause is not applicable to construction contracts unless the contract includes experimental, developmental, or research work. Contracts or agreements that include the performance of experimental, developmental, or research work must provide for the rights of the Federal Government and the Owner in any resulting invention as established by 37 CFR part 401, Rights to Inventions Made by Non-profit Organizations and Small Business Firms under Government Grants, Contracts, and Cooperative Agreements. This contract incorporates by reference the patent and inventions rights as specified within 37 CFR § 401.14. Contractor must include this requirement in all sub-tier contracts involving experimental, developmental, or research work. 160-23 SEISMIC SAFETY. This provision applies to construction of new buildings and additions to existing buildings financed in whole or in part through the Airport Improvement Program. The Contractor agrees to ensure that all work performed under this contract, including work performed by subcontractors, conforms to a building code standard that provides a level of seismic safety substantially equivalent to standards established by the National Earthquake Hazards Reduction Program (NEHRP). Local building codes that model their code after the current version of the International Building Code (IBC) meet the NEHRP equivalency level for seismic safety. GENERAL PROVISIONS III-100 3592 Key West International Airport Noise Insulation Program Group 1 160-24 TAX DELINQUENCY AND FELONY CONVICTIONS. The Sponsor must ensure that no funding goes to any contractor who: • Has been convicted of a Federal felony within the last 24 months; or • Has any outstanding tax liability for which all judicial and administrative remedies have lapsed or been exhausted. CERTIFICATION OF OFFEROR/BIDDER REGARDING TAX DELINQUENCY AND FELONY CONVICTIONS The applicant must complete the following two certification statements. The applicant must indicate its current status as it relates to tax delinquency and felony conviction by inserting a checkmark (Q) in the space following the applicable response. The applicant agrees that, if awarded a contract resulting from this solicitation, it will incorporate this provision for certification in all lower tier subcontracts. Certifications 1) The applicant represents that it is ( ❑ ) is not ( ❑ ) a corporation that has any unpaid Federal tax liability that has been assessed, for which all judicial and administrative remedies have been exhausted or have lapsed, and that is not being paid in a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability. 2) The applicant represents that it is( ❑ ) is not( ❑ )a corporation that was convicted of a criminal violation under any Federal law within the preceding 24 months. Note If an applicant responds in the affirmative to either of the above representations, the applicant is ineligible to receive an award unless the Sponsor has received notification from the agency suspension and debarment official (SDO) that the SDO has considered suspension or debarment and determined that further action is not required to protect the Government's interests. The applicant therefore must provide information to the owner about its tax liability or conviction to the Owner, who will then notify the FAA Airports District Office, which will then notify the agency's SDO to facilitate completion of the required considerations before award decisions are made. Term Definitions Felony conviction: Felony conviction means a conviction within the preceding twenty four (24) months of a felony criminal violation under any Federal law and includes conviction of an offense defined in a section of the U.S. Code that specifically classifies the offense as a felony and conviction of an offense that is classified as a felony under 18 USC § 3559. Tax Delinquency: A tax delinquency is any unpaid Federal tax liability that has been assessed, for which all judicial and administrative remedies have been exhausted, or have lapsed, and that is not being paid in a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability. GENERAL PROVISIONS III-101 3593 Key West International Airport Noise Insulation Program Group 1 160-25 TERMINATION OF CONTRACT. All contracts and subcontracts in excess of $10,000 must address termination for cause and termination for convenience by the Sponsor. TERMINATION FOR CONVENIENCE The Owner may terminate this contract in whole or in part at any time by providing written notice to the Contractor. Such action may be without cause and without prejudice to any other right or remedy of Owner. Upon receipt of a written notice of termination, except as explicitly directed by the Owner, the Contractor shall immediately proceed with the following obligations regardless of any delay in determining or adjusting amounts due under this clause: 1. Contractor must immediately discontinue work as specified in the written notice. 2. Terminate all subcontracts to the extent they relate to the work terminated under the notice. 3. Discontinue orders for materials and services except as directed by the written notice. 4. Deliver to the Owner all fabricated and partially fabricated parts, completed and partially completed work, supplies, equipment and materials acquired prior to termination of the work, and as directed in the written notice. 5. Complete performance of the work not terminated by the notice. 6. Take action as directed by the Owner to protect and preserve property and work related to this contract that Owner will take possession. Owner agrees to pay Contractor for: 1. Completed and acceptable work executed in accordance with the contract documents prior to the effective date of termination; 2. Documented expenses sustained prior to the effective date of termination in performing work and furnishing labor, materials, or equipment as required by the contract documents in connection with uncompleted work; 3. Reasonable and substantiated claims, costs, and damages incurred in settlement of terminated contracts with Subcontractors and Suppliers; and 4. Reasonable and substantiated expenses to the Contractor directly attributable to Owner's termination action. Owner will not pay Contractor for loss of anticipated profits or revenue or other economic loss arising out of or resulting from the Owner's termination action. The rights and remedies this clause provides are in addition to any other rights and remedies provided by law or under this contract. GENERAL PROVISIONS III-102 3594 Key West International Airport Noise Insulation Program Group 1 TERMINATION FOR CAUSE Section 80-09 of FAA Advisory Circular 150/5370-10 establishes standard language for conditions, rights, and remedies associated with Owner termination of this contract for cause due to default of the Contractor. 160-26 TRADE RESTRICTION CERTIFICATION. Unless waived by the Secretary of Transportation, Sponsors may not use AIP funds on a product or service from a foreign country included in the current list of countries that discriminate against U.S. firms as published by the Office of the United States Trade Representative (USTR). TRADE RESTRICTION CERTIFICATION By submission of an offer, the Offeror certifies that with respect to this solicitation and any resultant contract, the Offeror— 1) is not owned or controlled by one or more citizens of a foreign country included in the list of countries that discriminate against U.S. firms as published by the Office of the United States Trade Representative (USTR); 2) has not knowingly entered into any contract or subcontract for this project with a person that is a citizen or national of a foreign country included on the list of countries that discriminate against U.S. firms as published by the USTR; and 3) has not entered into any subcontract for any product to be used on the Federal project that is produced in a foreign country included on the list of countries that discriminate against U.S. firms published by the USTR. This certification concerns a matter within the jurisdiction of an agency of the United States of America and the making of a false, fictitious, or fraudulent certification may render the maker subject to prosecution under Title 18 USC § 1001. The Offeror/Contractor must provide immediate written notice to the Owner if the Offeror/Contractor learns that its certification or that of a subcontractor was erroneous when submitted or has become erroneous by reason of changed circumstances. The Contractor must require subcontractors provide immediate written notice to the Contractor if at any time it learns that its certification was erroneous by reason of changed circumstances. Unless the restrictions of this clause are waived by the Secretary of Transportation in accordance with 49 CFR § 30.17, no contract shall be awarded to an Offeror or subcontractor: 1) who is owned or controlled by one or more citizens or nationals of a foreign country included on the list of countries that discriminate against U.S. firms published by the USTR; or 2) whose subcontractors are owned or controlled by one or more citizens or nationals of a foreign country on such USTR list; or 3) who incorporates in the public works project any product of a foreign country on such USTR list. GENERAL PROVISIONS III-103 3595 Key West International Airport Noise Insulation Program Group 1 Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render, in good faith,the certification required by this provision. The knowledge and information of a contractor is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. The Offeror agrees that, if awarded a contract resulting from this solicitation, it will incorporate this provision for certification without modification in all lower tier subcontracts. The Contractor may rely on the certification of a prospective subcontractor that it is not a firm from a foreign country included on the list of countries that discriminate against U.S. firms as published by USTR, unless the Offeror has knowledge that the certification is erroneous. This certification is a material representation of fact upon which reliance was placed when making an award. If it is later determined that the Contractor or subcontractor knowingly rendered an erroneous certification, the Federal Aviation Administration (FAA) may direct through the Owner cancellation of the contract or subcontract for default at no cost to the Owner or the FAA. 160-27 VETERAN'S PREFERENCE. This provision applies to all AIP funded projects that involve labor to carry out the project. This preference, which excludes executive, administrative, and supervisory positions, applies to covered veterans [as defined under § 47112(c)] only when they are readily available and qualified to accomplish the work required by the project. In the employment of labor (excluding executive, administrative, and supervisory positions), the Contractor and all sub-tier contractors must give preference to covered veterans as defined within Title 49 United States Code Section 47112. Covered veterans include Vietnam-era veterans, Persian Gulf veterans, Afghanistan-Iraq war veterans, disabled veterans, and small business concerns (as defined by 15 USC § 632) owned and controlled by disabled veterans. This preference only applies when there are covered veterans readily available and qualified to perform the work to which the employment relates. 160-28 DOMESTIC PREFERENCES FOR PROCUREMENTS To the greatest extent "practicable," Sponsors must provide a preference for the purchase, acquisition, or use of goods, products, or materials produced in the U.S., including, but not limited to iron, aluminum, steel, cement, or other manufactured products. CERTIFICATION REGARDING DOMESTIC PREFERENCES FOR PROCUREMENTS The Bidder or Offeror certifies by signing and submitting this bid or proposal that, to the greatest extent practicable, the Bidder or Offeror has provided a preference for the purchase, acquisition, or use of goods, products, or materials produced in the United States (including, but not limited to, iron, aluminum, steel, cement, and other manufactured products) in compliance with 2 CFR § 200.322. 160-29 MISCELLANEOUS CONTRACT PROVISIONS A. Airport Improvement Program Project (AIP). The Work in this Contract is included in AIP Project No. 3-12-0037-To be Determined-2024 which is being undertaken and accomplished by the Sponsor in accordance with the terms and conditions of a grant agreement between the Owner and the United States, under the Airport and Airway Improvement Act of 1982 and Part 152 of the Federal Aviation Regulations (14 CFR Part 152), GENERAL PROVISIONS III-104 3596 Key West International Airport Noise Insulation Program Group 1 pursuant to which the United States has agreed to pay a certain percentage of the costs of the Project that are determined to be allowable project costs under that Act. The United States is not a party to this Contract and no reference in this Contract to the FAA or any representative thereof, or to any rights granted to the FAA or any representative thereof, or the United States, by the Contract, makes the United States a party to this Contract. B. Consent to Assignment. The Contractor shall obtain the prior written consent of the OWN ER to any proposed assignment of any interest in or part of this Contract. C. FAA Inspection and Review. The Contractor shall allow any authorized representative of the FAA to inspect and review any work or materials used in the performance of this Contract. D. Subcontracts. The Contractor shall ensure in each of his subcontracts the provisions contained in Paragraphs A., B., and C. of this section and also a clause requiring the subcontractors to include these provisions in any lower tier subcontracts which they may enter into, together with a clause requiring this insertion in any further subcontracts that may in turn be made. E. Energy Conservation Requirements. Contractor and Subcontractor agree to comply with mandatory standards and policies relating to energy efficiency as contained in the state energy conservation plan issued in compliance with the Energy Policy and Conservation Act (42 U.S.C. 6201 et seq). F. E-Verify. The Contractor shall utilize the U.S. Department of Homeland Security's E-Verify system to verify the employment eligibility of all new employees hired by the Contractor during the term of the Contract and shall expressly require any subcontractors performing work or providing services pursuant to the Contract to likewise utilize the U.S. Department of Homeland Security's E-Verify system to verify the employment eligibility of all new employees hired by the subcontractor during the Contract term. END OF SECTION 160 GENERAL PROVISIONS III-105 3597 Key West International Airport Noise Insulation Program Group 1 SECTION 170 BUY AMERICAN PREFERENCE The Sponsor must meet the Buy American Preference requirements of 49 USC § 50101 and Bipartisan Infrastructure Law (Pub. L. No. 117-58), Build America, Buy America (BABA) for all AIP funded projects that require materials that are or consists primarily of iron, steel or manufactured goods and construction materials. The Buy American Preference incorporates statutory requirements and policies outlined in the in 49 USC § 50101, Executive Order 14005, and BABA. Section 50101 of 49 USC requires that all steel and manufactured goods used on AIP projects be produced in the United States. This section also gives the FAA the ability to issue a waiver to a Sponsor to use non-domestic material on an AIP funded project subject to meeting certain conditions. A Sponsor may request that the FAA issue a waiver from the Buy American Preference requirements if the FAA finds that: 1) Applying the provision is not in the public interest. 2) The steel or manufactured goods are not available in sufficient quantity or quality in the United States. 3) The cost of components and subcomponents produced in the United States is more than 60 percent of the total components of a facility or equipment, and final assembly has taken place in the United States. Items that have an FAA standard specification item number (such as specific airport lighting equipment) are considered the equipment. 4) Applying this provision would increase the cost of the overall project by more than 25 percent. Executive Order 14005 advances the Administration's priority to use terms and conditions of Federal financial assistance awards to maximize the use of goods, products, and materials produced in, and services offered in, the United States. The Order directs, to the extent appropriate and consistent with applicable law, agencies shall partner with the Hollings Manufacturing Extension Partnership (MEP) to conduct supplier scouting in order to identify American companies that are able to produce goods, products, and materials in the United States that meet Federal procurement needs, prior to consideration of using non-domestic products. The Bipartisan Infrastructure Law, Build America, Buy America (BABA) Act strengthens Made in America Laws and bolsters America's industrial base, protects national security, and supports high-paying jobs. Under BABA, iron, steel, and certain construction materials are required to be 100% produced in the United States. Under the Bipartisan Infrastructure Law (Pub. L. No. 117-58) BABA three waivers are available for iron and steel, manufactured products, and construction materials when a Federal agency finds that— 1) Applying the domestic content procurement preference would be inconsistent with the public interest (a "public interest waiver"); GENERAL PROVISIONS III-106 3598 Key West International Airport Noise Insulation Program Group 1 2) Types of iron, steel, manufactured products, or construction materials are not produced in the United States in sufficient and reasonably available quantities or of a satisfactory quality (a "nonavailability waiver"); or 3) The inclusion of iron, steel, manufactured products, or construction materials produced in the United States will increase the cost of the overall project by more than 25 percent (an "unreasonable cost waiver"). BABA defines construction materials, items that are or consists primarily of non-ferrous metals, plastic and polymer-based products (including polyvinylchloride, composite building materials, and polymers used in fiber optic cables), glass (including optic glass), lumber or drywall. Items that consist of two or more of the aforementioned materials that have been combined together through a manufacturing process, and items that include at least one of the listed materials combined with a material that is not listed through a manufacturing process, should be treated as manufactured products, rather than as construction materials. For example, a plastic framed sliding window should be treated as a manufactured product while plate glass should be treated as a construction material. The Buy America Preference requirements flow down from the Sponsor to first tier contractors, who are responsible for ensuring that lower tier contractors and subcontractors are also in compliance. Note: The Buy American Preference does not apply to temporary equipment a contractor uses as a tool of its trade and which does not remain as part of the project. Required Documentation The FAA Buy American Requests. All applications (requests) for an FAA Buy American Preference Waiver includes, at minimum, a completed Content Percentage Worksheet and Final Assembly Questionnaire.Additional information may be requested from the applicant by the FAA. Airport Sponsors, consultants, construction contractors, or equipment manufacturers are responsible for completing and submitting waiver applications. The FAA is unable to make a determination on waiver requests with incomplete information. Sponsors must confirm with the bidder or offeror to assess the adequacy of the waiver request and associated information prior to forwarding a waiver request to the FAA for action. All FAA waivers forms are available from the FAA Buy American Requirements webpage. Proprietary Confidentiality. Exemption 4 of the Freedom of Information Act protects "trade secrets and commercial or financial information obtained from a person [that is] privileged or confidential. Proprietary manufacturing and design information submitted to the Federal Aviation Administration for the purposes of receiving a Buy American Waiver shall not be disclosed outside the FAA. The FAA will provide a written notification to the Airport Sponsor, manufacturer(s), contractor(s) or supplier(s) when a waiver determination is complete. Timing of Waiver Requests. The Sponsor must submit a Type 2, Type 3, or Type 4 waiver request prior to executing the contract. The FAA will generally not consider waiver requests after execution of the contract except where extraordinary and extenuating circumstances exist. GENERAL PROVISIONS III-107 3599 Key West International Airport Noise Insulation Program Group 1 The Buy American Notice of Determination (NOD) Process. The FAA Reauthorization Act of 2018 requires that all approved waivers must be posted to the FAA's website and remain posted for public comment for 10 days, before becoming effective. All FAA waivers must complete the NOD process. Sponsors are encouraged to wait until approved waivers become effective before executing AIP projects. Buy American Conformance Lists. The FAA Office of Airports maintains listings of projects and products that have received a waiver from the Buy American Preference requirements for project specific and nationwide use. Each of these conformance lists is available online at www.faa.�ov/airports/aid/buy american/. Products listed on the FAA Nationwide Buy American Conformance list do not require additional submittal of domestic content information. Nationwide waivers expire five years from the date issued, unless revoked earlier by the FAA. Facility Waiver Requests. For construction or renovation of a facility (e.g., a building), the Sponsor may submit the waiver request after bid opening, but prior to contract execution. A bidder or offeror must complete and submit the Buy American certification included herein with their bid or offer. The Owner will reject as nonresponsive any bid or offer that does not include a completed Certificate of Buy American Compliance. FAA BUY AMERICAN PREFERENCE STATEMENT The Contractor certifies that its bid/offer is in compliance with 49 USC § 50101, BABA and other related Made in America Laws, U.S. statutes, guidance, and FAA policies, which provide that Federal funds may not be obligated unless all iron, steel and manufactured goods used in AIP funded projects are produced in the United States, unless the Federal Aviation Administration has issued a waiver for the product; the product is listed as an Excepted Article, Material Or Supply in Federal Acquisition Regulation subpart 25.108; or is included in the FAA Nationwide Buy American Waivers Issued list. The bidder or offeror must complete and submit the certification of compliance with FAA's Buy American Preference, BABA and Made in America laws included herein with their bid or offer. The Airport Sponsor/Owner will reject as nonresponsive any bid or offer that does not include a completed certification of compliance with FAA's Buy American Preference and BABA. The bidder or offeror certifies that all constructions materials, defined to mean an article, material, or supply other than an item of primarily iron or steel; a manufactured product; cement and cementitious materials; aggregates such as stone, sand, or gravel; or aggregate binding agents or additives that are or consist primarily of: non-ferrous metals; plastic and polymer-based products (including polyvinylchloride, composite building materials, and polymers used in fiber optic cables); glass (including optic glass); lumber; or drywall used in the project are manufactured in the U.S. GENERAL PROVISIONS III-108 3600 Key West International Airport Noise Insulation Program Group 1 BUY AMERICAN PROJECT/ PRODUCT CONTENT PERCENTAGE CALCULATION WORKSHEET Enter onto the worksheet the final project and manufactured component/subcomponent items, prices, and total costs, excluding labor and retail markup through level 2 only. Eligible materials below level two should be included with its associated component or subcomponent. Price multiplied by quantity equals costs. Level. Enter material level 0, 1, or 2. Level 0 is the final product, Level 1 is a component, and Level 2 is a sub-component. Part Number. Enter a reference number used to track the item. Item Description. Enter a concise but clear description of the item. Quantity. Enter the quantity of the item described in the product/project. Unit of Measure. Enter the unit of measure used for the item. Examples: Each, Ton, or Sq. Ft. Price/Unit of Measure. Enter the price for each unit of the item. U.S. Origin Price/Unit of Measure. Enter the price for each unit of U.S. origin. U.S. Origin Cost. Enter the total cost. Non-U.S. Price/Unit of Measure. Enter the price for each unit not of U.S. origin. Non-U.S. Cost. Enter the total cost of the item not of U.S. origin. Country of Non-U.S. Materials. Enter the country or countries of origin for all non-U.S. materials. Enter"Not applicable" if only U.S. materials are used for the item. Unit of measure prices are multiplied by the quantity to identify costs. The sum of each component/subcomponents is equal to the amounts in the final project. Eligible materials below level 2 may be included within a manufactured good in levels 1 or 2. Ineligible or excluded materials should be omitted. The country of origin of all non-U.S. material are listed by each component and the final product. Other variations of the project components/subcomponents are possible as each manufacturer may produce or apply components/subcomponents differently. GENERAL PROVISIONS III-109 3601 Key West International Airport Noise Insulation Program Group 1 N U.S.Department of Transportation OMB CONTROL NUMBER:2120-0569 Federal Aviation Administration EXPIRATION DATE:6/30/2023 Buy American Project/Product Content Percentage Calculation —Worksheet Applicant Information Date of Application: Applicant Name: Applicant Type (choose one): F] Prime Contractor ❑ Manufacturer ❑ Supplier Point of Contact (First and Last Name): Applicant Business Address: Email address: Telephone: Extension- Project/Product Information FAA Eligible Project: Airport Sponsor: Airport LOCID: FAA Award Number: FAA Item Number (FAA Advisory Circular reference, if applicable): Total Material Cost: Total U.S. Material Content Cost: $ Percentage % Total Non-U.S. Material Content Cost: $ Percentage % FAA Form 5100-136(6/2023)SUPERSEDES PREVIOUS EDITION Page 1 of 4 GENERAL PROVISIONS III-110 3602 Key West International Airport Noise Insulation Program Group 1 FAA Buy American Preference (including Buy American Build American) Compliance Does this project include any iron, steel, or any of the following construction materials, not 100% produced in the United States? ❑ Yes ❑ No If"Yes," indicate the cost and percentage of the project below. Steel (e.g., structural steel, rebar)................Cost: Percentage: % Iron ..............................................................Cost: Percentage: % Non-ferrous metals ......................................Cost: Percentage: % Plastic and polymer-based products ............Cost: Percentage: % Glass (including optic glass).........................Cost: Percentage: % Lumber ........................................................Cost: Percentage: % Drywall.........................................................Cost: Percentage: % Use of Non-Domestic Construction Materials Justification Provide a description of your efforts to locate and secure a domestic source for those"construction materials" or final manufactured goods that are not 100% produced in the U.S., including use of the Manufacturing Extension Partnership (MEP) and market research. FAA Form 5100-136(6/2023)SUPERSEDES PREVIOUS EDITION Page 2 of 4 GENERAL PROVISIONS III-ill 3603 Iq 0 � M A e O < Z O \ � ± ' � O E . Z_ LL ' O . 2 O 0_ E ƒ E E 2.@ E � \ � CU @ — o £ ) z Z E w 9 ' / @ R k k L ± L z 2 ° o Z � Q 2 5 L \ ± _ 7 / o \ § LU » w m @ / % co \ R ± cn 3 k w \ § \ / 2 / E \ 9 g _ z a » 0 o w e = 2 = 2 2 3 % / � n ■ 9 S I / \ < \ j L = 2 / CL _ Key West International Airport Noise Insulation Program Group 1 —CONFIDENTIAL— NOT SUBJECT TO DISCLOSURE UNDER EXEMPTION #4 OF THE FREEDOM OF INFORMATION ACT Certification The undersigned certifies that this information is true and accurate to the best of their knowledge. A false certification represents a violation of 18 U.S.0 § 1001 and 49 U.S.0 § 47126. Signatory has the burden of proof to establish compliance. Signature: Date: Name: Title: FAA Form 5100-136(6/2023)SUPERSEDES PREVIOUS EDITION Page 4 of 4 GENERAL PROVISIONS III-113 3605 Key West International Airport Noise Insulation Program Group 1 " U.S.Department of Transportation OMB CONTROL NUMBER:2120-0569 %W Federal Aviation Administration EXPIRATION DATE:6/30/2023 —CONFIDENTIAL— NOT SUBJECT TO DISCLOSURE UNDER EXEMPTION #4 OF THE FREEDOM OF INFORMATION ACT Buy American Preferences — Final Assembly Questionnaire To assist the Federal Aviation Administration (FAA) in making the determination of whether final assembly of the product occurs in the United States, please complete and submit this questionnaire when requesting a Buy American Waiver under 49 USC § 50101(b)(3)(A). Company Name: Date: FAA Eligible Item: FAA Item Number(if applicable): Address of Final Assembly Location: 1. Provide a description of the assembly process occurring at the specified final location in the United States. a. Describe the final assembly process and its various operations. b. How long does the final assembly process take to complete? 2. Provide a description of the resources used to conduct the assembly of the product at the specified location in the United States. a. How many employees are involved in the final assembly process and what is the general skill level of those employees? b. What type of equipment is used during the final assembly process? c. What is a rough estimate of the associated cost to conduct final assembly of the product at the specified location in the United States? The undersigned certifies that this information is true and accurate to the best of their knowledge. A false certification represents a violation of 18 U.S.0 § 1001 and 49 U.S.0 § 47126. Signatory has the burden of proof to establish compliance. Signature: Name: END OF SECTION 170 FAA Form 5100-137 (8/20) SUPERSEDES PREVIOUS EDITION GENERAL PROVISIONS III-114 3606 DIVISION IV SPECIAL PROVISIONS 3607 DIVISION IV SPECIAL PROVISIONS SPA - PROJECT GENERAL REQUIREMENTS...................................................................IV-1 SP-2 - NOTICE TO PROCEED, CONSTRUCTION PHASING AND WORK SEQUENCING...................................................................... IV-20 SP-3 - CONTRACT TIME AND LIQUIDATED DAMAGES.................................................. IV-22 SP-4— Not Used ................................................................................................................ IV-23 SP-5 - RESIDENT PROJECT REPRESENTATIVE............................................................. IV-24 SP-6 - SAFETY AND SECURITY REQUIREMENTS........................................................... IV-25 SP-7 - LIST OF DRAWINGS ............................................................................................... IV-26 SP-8 - TEMPORARY FACILITIES....................................................................................... IV-27 SP-9— Not Used ................................................................................................................. IV-29 SP-10 - PRECEDENCE OF DOCUMENTS ......................................................................... IV-30 SP-11 - FINAL PAY REQUESTS AND RELATED FORMS................................................. IV-31 SP-12 - PRIME BIDDER'S DRUG TESTING AND CRIMINAL BACKGROUND REQUIREMENTS ............................................................................. IV-32 SP-13— DEFICIENCY POINTS ........................................................................................... IV-35 SPECIAL PROVISIONS 3608 Key West International Airport Noise Insulation Program Group 1 SPECIAL PROVISION NO. 1 PROJECT GENERAL REQUIREMENTS 1. WORK LOCATION. The work will be performed at the following addresses: Base Bid Homes: 1. 2801 Venetian Drive 2. 2827 Venetian Drive 3. 2916 Riviera Drive 4. 2924 Riviera Drive 5. 2918 Flagler Avenue 6. 2919 Riviera Drive 7. 3014 Flagler Avenue 8. 2930 Riviera Drive Alternate Bid Homes: 9. 3000 Flagler Avenue 10. 1604 Bahama Drive 11. 2805 Flagler Avenue 12. 2824 Staples Avenue 13. 2816 Staples Avenue 14. 2815 Flagler Avenue 2. SCOPE OF WORK. The project consists of building construction and replacement work necessary to improve the noise insulation of residential properties in Key West, Florida. This Bid Package describes and specifies work which may include but not be limited to hazmat remediation, window replacement, exterior door replacement; removal and infill of "through-wall" portable air conditioning units, gypsum walls, interior and exterior finishing work, trim and painting; the addition of central ductless or ducted air conditioning systems and associated electrical service and panel modifications. 3. WORK PHASING AND SEQUENCING. Work phasing and sequencing requirements are stipulated in Special Provision No. 2 included hereinafter. 4. TIME OF COMPLETION AND LIQUIDATED DAMAGES. Work included in this Contract shall be completed within the contract time, in calendar days, stipulated in Special Provision No. 3. 5. PLANS. The Plans included in this Contract are listed in Special Provision No. 7. 6. NIP PROGRAM MANAGER A. IDENTIFICATION OF THE NIP PROGRAM MANAGER 1) The NIP Program Manager is referred to throughout the Contract Documents as if singular in number. SPECIAL PROVISIONS IV-1 3609 Key West International Airport Noise Insulation Program Group 1 a) Wherever the term "NIP Program Manager" appears throughout the Contract Documents, it shall mean Project Manager, Airport Noise Program Coordinator, Construction Manager, Architect, Engineer, or Asbestos Consultant. 2) In case of termination of employment of the NIP Program Manager, the Sponsor shall appoint a NIP Program Manager against whom the Contractor makes no reasonable objection and whose status under the Contract Documents shall be that of the former NIP Program Manager. B. NIP PROGRAM MANAGER'S ADMINISTRATION OF THE CONTRACT 1) The NIP Program Manager will provide administration of the Contract as described in the Contract Documents and will be the Sponsor's representative: (1) during construction, (2) until final payment is due and (3) with the Sponsor's concurrence, from time to time during the correction period. During the construction process, the NIP Program Manager representatives will be comprised of project manager, airport noise program coordinator, construction manager, architect, mechanical / electrical engineer, and asbestos consultant. The Sponsor representatives will be comprised of representatives from Monroe County. The City of Key West Building Department will provide representatives to inspect and approve work performed by licensed individual trades. The NIP Program Manager will advise and consult with the Sponsor. The NIP Program Manager will have authority to act on behalf of the Sponsor. 2) The NIP Program Manager will monitor all on-site construction activities on a daily basis throughout the entire scheduled construction period to ensure compliance with the Contract Documents. On the basis of on-site observations, the NIP Program Manager will keep the Sponsor informed of progress of the Work and will endeavor to guard the Sponsor against defects and deficiencies in the Work. 3) The NIP Program Manager will not have control over or charge of and will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs related to the Work, since these are solely the Contractor's responsibility. The NIP Program Manager will not be responsible for the Contractor's failure to carry out the Work in accordance with the Contract Documents. The NIP Program Manager will not have control over or charge of and will not be responsible for acts or omissions of the Contractor, Subcontractors, or their agents or employees, or of any other persons performing portions of the Work. 4) Communications Facilitating Contract Administration. Except as otherwise provided in the Contract Documents or when direct communications have been specially authorized,the Sponsor and Contractor shall endeavor to communicate through the NIP Program Manager. Communications by and with Subcontractors and material suppliers shall be through the Contractor. Communications by and with separate contractors shall be through the Sponsor. SPECIAL PROVISIONS IV-2 3610 Key West International Airport Noise Insulation Program Group 1 5) Based on the NIP Program Manager's observations and evaluations of the Contractor's Applications for Payment, the NIP Program Manager will review and certify the amounts due the Contractor and will issue Certificates for Payment in such amounts. 6) The NIP Program Manager or Sponsor will have authority to reject Work which does not conform to the Contract Documents. Whenever NIP Program Manager or Sponsor considers it necessary or advisable for implementation of the intent of the Contract Documents, the NIP Program Manager or Sponsor will have authority to require additional inspection or testing of the Work, whether or not such Work is fabricated, installed or completed. However, neither this authority of the NIP Program Manager or Sponsor nor a decision made in good faith either to exercise or not to exercise such authority shall give rise to a duty or responsibility of the NIP Program Manager or Sponsor to the Contractor, Subcontractors, material and equipment suppliers, their agents or employees, or other persons performing portions of the Work. 7) The NIP Program Manager will review and approve or take other appropriate action upon the Contractor's submittals such as Shop Drawings, Product Data and Samples, but only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents and only to the extent which the NIP Program Manager or Sponsor believes desirable to protect the Sponsor's interest. The NIP Program Manager's action will be taken with reasonable promptness, while allowing sufficient time in the NIP Program Manager's professional judgment to permit adequate review, taking into account the time periods set forth in the latest recognized Construction Schedule prepared by the Contractor and reviewed by the NIP Program Manager. Review of such submittals is not conducted for the purpose of determining the accuracy and completeness of other details such as dimensions and quantities, or for substantiating instructions for installation or performance of equipment or systems, all of which remain the responsibility of the Contractor as required by the Contract Documents. The NIP Program Manager's review of the Contractor's submittals shall not relieve the Contractor of the obligations. The NIP Program Manager's review shall not constitute approval of safety precautions or, of any construction means, methods, techniques, sequences, or procedures. The NIP Program Manager's approval of a specific item shall not indicate approval of an assembly of which the item is a component. 8) The NIP Program Manager will prepare Change Orders and Construction Change Directives and may authorize minor changes in the Work. 9) The NIP Program Manager will conduct inspections to determine the date or dates of Substantial Completion and the date of Final Completion and acceptance,will receive and forward to the Sponsor for the Sponsor's review and records written warranties and related documents required by the Contract and assembled by the Contractor, and will issue a final Certificate for Payment upon compliance with the requirements of the Contract Documents. SPECIAL PROVISIONS IV-3 3611 Key West International Airport Noise Insulation Program Group 1 10) If the Sponsor and NIP Program Manager agree, the NIP Program Manager will provide one or more Project Representatives to assist in carrying out the NIP Program Manager's responsibilities at the site. The duties, responsibilities, and limitations of authority of such Project Representatives shall be as set forth in an exhibit to be incorporated in the Contract Documents. If no such exhibit has been incorporated, the duties, responsibilities, and limitations of authority of such Project Representative shall be as set forth in the edition of AIA B 352 current as of the date of the Contract. 11) The NIP Program Manager will interpret and decide matters concerning performance under and requirements of the Contract Documents on written request of the Contractor. The NIP Program Manager's response to such requests will be made with reasonable promptness and within any time limits agreed upon. The NIP Program Manager may, as the NIP Program Manager judges desirable, issue additional drawings or instructions indicating in greater detail the construction or design of the various parts of the Work; such drawings or instructions may be affected by field order or other notice to the Contractor, and provided such drawings or instructions are reasonably consistent with the previously existing Contract Documents, the Work shall be executed in accordance with such additional drawings or instructions without additional cost or extension of the Contract Time. 12) Interpretations and decisions of the NIP Program Manager will be consistent with the intent of and reasonably inferable from the Contract Documents and will be in writing or in the form of drawings. When making such interpretations and decisions, the NIP Program Manager will endeavor to secure faithful performance by both Sponsor and Contractor, will not show partiality to either, and will not be liable for results of interpretations or decisions so rendered in good faith. 13) The NIP Program Manager's decisions on matters relating to aesthetic effect will be final if consistent with the intent expressed in the Contract Documents. 14) Public Necessity and Welfare: When required by public necessity or welfare, the NIP Program Manager will have the authority to change the order or sequence of Work, and to order the suspension thereof, but such actions shall not affect the responsibility of the Contractor for the conduct and safety of the Work and shall not entitle the Contractor to an increase in Contract Price or Contract Time for actions taken in the interest of such public necessity or welfare. C. AUTHORITY OF THE NIP PROGRAM MANAGER 1) The NIP Program Manager shall decide any and all questions which may arise as to the quality and acceptability of material furnished, Work performed and the manner of performance and rate of progress of said Work. They shall decide all questions that may arise as to the interpretation of any or all Drawings, Scope of Work, and Specifications relating to the Work and all questions as to the acceptable fulfillment of the Contract on the part of the Contractor. They shall also determine the amount and quality of the Work performed and materials furnished that are to be paid for under the Contract. SPECIAL PROVISIONS IV-4 3612 Key West International Airport Noise Insulation Program Group 1 2) In case of a dispute arising between two or more Contractors, engaged on the same or adjacent areas as to the respective rights of each under this Specification, the NIP Program Manager shall determine the matter at issue and shall define the respective rights of the various interests involved and the completion of all parts of the Work. Their decision shall be final and binding on all parties concerned. 3) The NIP Program Manager shall have the right, as the Work progresses, to alter the plans or the specified coordination of two or more concurrent Contracts. 4) The NIP Program Manager and/or Sponsor shall have the authority to suspend the Contractor's operations, wholly or in part, for such period or periods of time as they may deem necessary because of unsuitable weather, site conditions or other conditions which it considers unfavorable for the completion or non- completion of the Work, work being done under other contracts in the same or adjacent areas, or the failure of the Contractor to comply with the provisions of the Contract. Such "Suspension of Work Order" shall be in writing and will state the reason for such suspension, the effective date and the operations suspended. Any work done by the Contractor contrary to such "Suspension of Work Order"will be considered as unauthorized and as having been done at the expense of the Contractor. The NIP Program Manager will issue a "Resumption of Work Order' when, in its opinion, the conditions that justified the suspension no longer exist. 5) The NIP Program Manager shall have such other rights and powers as are specified elsewhere in the Specification. The decisions and determinations and the exercise of its authority by the NIP Program Manager pursuant to this Section, where additional cost is involved, shall be subject to review and approval by the Sponsor before becoming effective. 7. PROTECTION OF EXISTING PAVEMENTS AND STRUCTURES. The Contractor shall be responsible for methods, means, materials and procedure necessary to protect all existing facilities, property, asphalt and concrete pavements, structures, equipment, and finishes from any and all damage whatsoever arising from the execution or non-execution of the Work of this project. The Contractor shall take all necessary precautions to protect asphalt and concrete pavement surfaces when steel treaded equipment or vehicles are used. Rubber tires or treads shall be used wherever possible. All conflicts discovered between existing underground utilities or structures and new structures and other foundation work shall be immediately brought to the attention of the NIP Program Manager who will then issue directions regarding a solution to the conflict(s). 8. VERIFICATION OF EXISTING CONDITIONS. Prior to bidding and commencing with construction, the Contractor shall familiarize himself/herself as to the existing conditions. Should the Contractor discover any inaccuracies, errors or omissions between the actual existing conditions and the Contract Documents, he/she shall within seven (7) calendar days prior to Bid Opening, notify the NIP Program Manager in writing. Submission of Bid SPECIAL PROVISIONS IV-5 3613 Key West International Airport Noise Insulation Program Group 1 by the Contractor shall be held as an acceptance of the existing conditions by the Contractor. 9. SAFETY AND PROTECTION. A. General Project Safety: In as much as each work area will be accessible to and used by the public, the Sponsor, and other companies doing business at the project site during the construction period, it is the Contractor's responsibility to maintain each work area in a safe, hazard-free condition at all times. Should the Sponsor find the area unsafe at any time, they will notify the Contractor, and the Contractor shall take whatever steps necessary to remedy the unsafe condition. Should the Contractor not be immediately available for corrective action, the Sponsor will remedy the problem and the Contractor shall reimburse the Sponsor for the expense of such correction. B. Protection of Property: Fixed structures, equipment, paving, landscaping, and vehicles (automobiles, trucks, etc.) shall be protected with dust containment, drop cloths, shielding and other appropriate measures to ensure maximum protection of all property and vehicles. 10. PRE-CONSTRUCTION CONFERENCE. Before beginning work at the site, the Contractor shall attend a pre-construction conference and bring with him the Superintendent employed for this Project. In the event the Contractor is unable to attend, he/she shall send a letter of introduction with the Superintendent in which he/she advises the Superintendent's full name and states that he/she is assigned to the project and will be in full responsible charge. This conference will be called by the NIP Program Manager or its Authorized Representative, who will arrange for the Sponsor's representative and other interested parties to be present. At this time, all parties will discuss the project under contract and prepare a program of procedure in keeping with requirements of the Drawings and Specifications. The Superintendent will henceforth make every effort to expeditiously coordinate all phases of the Work, including the required reporting procedure, to obtain the end result within the full purpose and intent of the Drawings and Specifications for the Project. 11. COORDINATION AND PROGRESS MEETINGS A. General: The NIP Program Manager will prepare a written memorandum on required coordination activities. Included will be such items as required notices, reports, and attendance at meetings. This memorandum will be distributed to each entity performing work at the Project Site. B. Weekly Coordination and Progress Meetings: The NIP Program Manager will hold weekly general project coordination and progress meetings at regularly scheduled times convenient for all parties involved. These meetings are in addition to specific meetings held for other purposes, such as special project meetings and special pre- installation meetings. The NIP Program Manager will require representation at each meeting by every party currently involved in coordination or planning for the Work of the entire project. Meetings will be conducted in a manner which will resolve coordination problems. C. The NIP Program Manager will record results of the meeting and distribute copies to SPECIAL PROVISIONS IV-6 3614 Key West International Airport Noise Insulation Program Group 1 everyone in attendance and to others affected by decisions or actions resulting from each meeting. 12. ADMINISTRATIVE/SUPERVISORY PERSONNEL. The Contractor shall provide a full- time Project Management Team consisting of a Project Manager and Project Superintendent for the duration of the Project. The names and qualifications of this team for this work shall be submitted to the Sponsor as part of the Bidder Qualification Form. They shall have a minimum of five (5) years of experience on suitable projects of equal difficulty. The Project Superintendent shall be at the construction site at all periods when work is in progress. This person shall have full authority to act on the Contractor's behalf. It is agreed and understood that, if requested in writing by the Sponsor, the Contractor shall replace any member of the team with another meeting the required qualifications within three (3) days of the receipt of the request. 13. SPECIAL REPORTS. A. Reporting Unusual Events: When an event of an unusual and significant nature occurs at the Site, Contractor shall prepare and submit a special report to the NIP Program Manager. List chain of events, persons participating, response by the Contractor's personnel, an evaluation of the results or effects and similar pertinent information. Advise the Sponsor and NIP Program Manager as soon as possible when such events are known. B. Submit special reports directly to the Sponsor within one day of occurrence. Submit a copy of the report to the NIP Program Manager and other entities that are affected by the occurrence within one day of the occurrence. 14. SCHEDULE OF WORK. A. Prepare and submit one copy of the progress schedule for the Work, in electronic PDF format, for the NIP Program Manager's review and information. B. Progress schedules shall relate to the entire project to the extent required by the Contract Documents and shall provide for expeditious and practicable execution of the Work. C. Progress schedules shall be updated monthly. D. Percent complete shall be based on actual construction in place or dollar volume of the Work. If dollar volume of the Work reflects the greater percent complete, the maximum percent complete shall in no case exceed 5 percent of the value of the in- place construction. 15. PROGRESS SCHEDULE. Preliminary Schedule: Within ten (10) days after date of Notice of Award and Acceptance, the Contractor shall submit his/her preliminary network phasing diagram (Preliminary Schedule) indicating a comprehensive overview of the Project including an activity line for each of the work segments to be performed at the Site. SPECIAL PROVISIONS IV-7 3615 Key West International Airport Noise Insulation Program Group 1 A. Arrange the schedule to indicate required sequencing of work and to show time allowances for submittals, inspections, and similar time margins. B. The submitted schedule shall be reviewed by the NIP Program Manager and Sponsor for conformance to Critical Dates and overall project completion time criteria. Lack of this information will be cause for rejection of the schedule. C. Following initial submittal of schedule to and response by the NIP Program Manager, print and distribute the Progress Schedule to entities with a need-to-know responsibility, including one copy to the NIP Program Manager. Revise at intervals matching payment requests and redistribute and repost. Provide copies required with payment requests. 16. MAINTENANCE OF SCHEDULE. The Contractor's Progress Schedule must be updated on a weekly basis, and a copy thereof submitted with each of the Contractor's Applications for Payment. The updated Progress Schedule shall not only indicate revisions to the Schedule for upcoming work but show "as-built" schedule progress data. The NIP Program Manager will not recommend for payment by the Sponsor, an Application for Payment without the Contractor's submission of a Monthly Schedule Update. A. If the Contractor's Monthly Schedule Update reflects, or the NIP Program Manager determines, that the Contractor is at least ten percent (10%) behind the original Progress Schedule or fourteen (14) or more calendar days behind the original Progress Schedule for: 1) the Work as a whole; 2) a major Contract item; 3) an item of work which is on the critical path; or 4) an item of work not on the original critical path that, because of the delay or anticipated delay became a critical path item; then the Contractor must submit with the Monthly Schedule Update his/her proposed plan for bringing the Work back on schedule and completing the Work within the Contract Time. B. The Contractor shall comply fully with all time and other requirements of the Contract Documents. Recommendation of an Application for Payment of the NIP Program Manager and payment thereon by the Sponsor, without the submission of a Monthly Schedule Update, shall not constitute a waiver of the requirements of such updates, nor shall it relieve the Contractor from the obligation to complete the Work within the Contract Time. C. Should a review of work indicate a critical path (milestone) item has fallen behind the approved schedule; at the option of the NIP Program Manager; funds equal to the established liquidated damages for the number of calendar days behind schedule will be withheld until that critical path item is brought back on schedule. SPECIAL PROVISIONS IV-8 3616 Key West International Airport Noise Insulation Program Group 1 17. CHANGES IN THE SCHEDULE. A. Minor Changes: Each week, prior to the weekly coordination meeting, during the time of the Contract, the Contractor shall notify the NIP Program Manager of any minor changes that are anticipated in the schedule for the following week. B. Major Changes: If for any reason, a major change in the approved schedule is anticipated, the Contractor shall make the necessary changes to the schedule and resubmit the revised schedule for approval. Copies of the approved schedule shall be posted in the Contractor's field office with completed work identified in colored pencil. C. Claims for Additional Time: If the Contractor wishes to make Claim for an increase in the Contract Time, written notice as provided herein shall be given. The Contractor shall have the burden of demonstrating the effect of the claimed delay on the Contract Time and shall furnish the NIP Program Manager with such documentation relating thereto as the NIP Program Manager will reasonably require. In the case of a continuing delay only one Claim is necessary. The Contractor may request an extension to their approved schedule. No extensions of time shall be granted for materials known to be damaged or missing from the Contractor's materials during the construction unless it can be documented that the replacements will arrive after the scheduled construction period expires. The Contractor shall notify the NIP Program Manager as soon as the damaged or missing products are noticed. The Contractor shall request an extension of the construction schedule if there is a documented delay: 1) in the delivery of the prime window or door products or; 2) requested by the Sponsor or; 3) caused by an act of neglect of the Sponsor or NIP Program Manager or; 4) caused by an act of neglect of any separate contractor working under other contracts in the same or adjacent areas or; 5) caused by changes ordered in the Work, strikes, lockouts, fire, Acts of God, unusual delay in transportation, or extreme weather conditions. The Time of Completion shall be extended for such reasonable time as the NIP Program Manager may decide. Any extension of time granted on any part of the Project shall apply to that part only. No extension of time shall be granted for missing or damaged product unless the request is presented to the NIP Program Manager in writing as soon as the missing or damaged product is noticed. Delay caused by the Contractor's Subcontractors or Suppliers may be deemed a justification for an extension of time, at the NIP Program Manager's discretion. SPECIAL PROVISIONS IV-9 3617 Key West International Airport Noise Insulation Program Group 1 Contractor agrees that neither it nor its Subcontractors shall have any claim for damages against the Sponsor or its agents arising from delays in the Work. Contractor understands that its sole remedy is an extension of time. If adverse weather conditions are the basis for a Claim for additional time, such Claim shall be documented by data substantiating that weather conditions were abnormal for the period of time, could not have been reasonably anticipated, and had an adverse effect on the scheduled construction. 18. MAINTENANCE OF TRAFFIC. The Contractor shall not obstruct nor create a hazard to any traffic during the prosecution of the Work and shall be responsible for repair of all damage to existing pavement or facilities caused by his/her operations. A. Beginning date of Contractor's Responsibility: The Contractor's responsibility for maintenance of traffic shall begin on the day he/she starts the Work and continue until Final Completion and Acceptance of the Project. B. Sections Not Requiring Traffic Maintenance: The Contractor will not be required to maintain traffic over those portions of the Project where no work is to be accomplished or where construction operations will not affect vehicle operations. The Contractor, however, shall not obstruct nor create a hazard to any traffic during the prosecution of the Work and shall be responsible for repair of any damage to existing pavement or facilities caused by his/her operations. C. Traffic During Construction: All construction vehicles are required to use existing traffic routes. Normal traffic lanes are not to be used as staging areas for arriving delivery vehicles.The Contractor's employees shall utilize the designated Contractor employee parking area. D. Material Deliveries: The Contractor shall make his/her own material and equipment deliveries. No deliveries shall be made by Vendors or Suppliers without escort by a representative of the Contractor. E. Notification: On days when construction traffic is expected to be extra heavy or when oversized pieces of equipment are to be delivered, give minimum forty-eight (48) hours' notice to the NIP Program Manager. F. Personnel Traffic: 1) General: All construction personnel shall be restricted to construction areas. They shall wear shirts with sleeves and long pants at all times. 2) Use of Public Areas: The Contractor's personnel shall not utilize public areas for taking their "work breaks" or "lunchbreaks." Areas for this purpose can be designated by the NIP Program Manager upon request. No public toilets shall be used by any personnel at any time. G. Refer to the Construction Safety and phasing Plan Volume 2 Appendix A. SPECIAL PROVISIONS IV-10 3618 Key West International Airport Noise Insulation Program Group 1 19. DAILY CLEAN-UP AND TRASH REMOVAL. A. Debris from this Work shall be promptly removed from the site at least daily. It shall not be allowed to become a hazard to the safety of the public. B. The Contractor shall be responsible for clean-up and trash removal. Accumulation of trash and debris will not be allowed, and the NIP Program Manager may at any time direct the Contractor to immediately remove his/her trash and debris from the site of the Work when in the opinion of the NIP Program Manager such trash constitutes a nuisance or in any way hinders the Work. If the Contractor should fail to remove his/her trash and debris from the site of the Work in a timely manner, the NIP Program Manager may have this work performed and deduct the cost of such from Contractor's payment. 20. CLEANING AND PROTECTION. A. General: During handling and installation of work at the Project Site, clean and protect work in progress and adjoining work on the basis of continuous daily maintenance. Apply protective covering on installed work to ensure freedom from damage or deterioration. B. Clean and perform maintenance on installed work as frequently as necessary through the remainder of the construction period. C. Limiting Exposure of Work: To the extent possible through appropriate control and protection methods, supervise performance of the Work in such a manner and by such means which will ensure that none of the Work, whether completed or in progress, will be subjected to harmful, dangerous, damaging or otherwise deleterious exposure during the construction period. Such exposures include, where applicable, but not by way of limitation, the following: 1) Excessive static or dynamic loading 2) Excessive internal or external pressures 3) Solvents 4) Chemicals 5) Light 6) Puncture 7) Abrasion 8) Heavy Traffic 9) Soiling 10) Combustion SPECIAL PROVISIONS IV-11 3619 Key West International Airport Noise Insulation Program Group 1 11) Improper shipping or handling 12) Theft 13) Vandalism D. Protection at Openings: Contractor shall provide protection at all openings in structures and finishes to maintain the building weather- and dust-tight. All protection shall be of solid material and substantial so that it will not be disturbed by wind and weather normal to the area and season, and also tight-fitting to prevent noise infiltration. E. Protection of Improvements: 1) Damage to Existing Facilities: Existing surfaces and materials of the Project Site not requiring work by the Contract Documents that is damaged by the Contractor's operations shall be immediately repaired. Repaired surfaces and materials shall match existing adjacent undamaged surfaces and materials. Repair work shall be coordinated with the NIP Program Manager with regard to time and method. 2) Accidental Demolition: All structures or parts thereof that may become damaged due to accident or Contractor's error shall be restored to their original condition at no cost to the Sponsor. Materials and equipment being used in the repair or replacement resulting from damage shall be new and shall perform at the manufacturer's published capacities. If the existing equipment or materials cannot be identified, or if unavailable, the selection of the replacement will be subject to approval by the NIP Program Manager in writing. F. Final Cleaning: After Substantial Completion is reached, The Contractor shall be required to provide a deep cleaning of the entire home, including walls, floors, ceilings. All deep cleaning services will be performed by an independent licensed professional cleaning company. 21. CONSERVATION AND SALVAGE A. General: It is a requirement for supervision and administration of the Work that construction operations be carried out with the maximum possible consideration given to conservation of energy, water and materials. In addition, maximum consideration shall be given to salvaging materials and equipment involved in performance of the Work but not incorporated therein. Refer to other sections for required disposition of salvaged materials which are the Sponsor's property. 22. TESTING COST BORNE BY OWNER. Unless otherwise specified herein, all initial construction "acceptance" testing costs shall be borne by the Sponsor. An independent testing laboratory selected and responsible to the NIP Program Manager shall perform all "acceptance" testing required by the Technical Specifications or as directed by the Sponsor and/or the NIP Program Manager. SPECIAL PROVISIONS IV-12 3620 Key West International Airport Noise Insulation Program Group 1 23. TESTING COST BORNE BY CONTRACTOR. The Contractor shall bear the cost of testing under the following conditions: A. If substitute materials or equipment are proposed by the Contractor, he/she shall pay the cost of all tests which may be necessary to satisfy the NIP Program Manager that specification requirements are satisfied. The Contractor shall pay for the NIP Program Manager's time spent in review and administrating such proposed substitution. B. If materials or workmanship are used which fail to meet Specification requirements, the Contractor shall pay the cost of all testing deemed necessary by the NIP Program Manager to determine the safety or suitability of the material or element. C. The Contractor shall pay for all testing costs including, but not limited to, power, fuel, and equipment costs which may be required for complete testing of all equipment and systems for proper operation. D. The Contractor shall pay for all testing required for materials, job mix designs, equipment, structures, and related items included in all Shop Drawings and other Submittals as required by the Technical Specifications to be submitted and approved by the NIP Program Manager prior to construction. 24. PROJECT DOCUMENTATION. A. Project Drawings: The Contractor will be furnished, following the field measurement visit, an electronic pdf copy of the signed and sealed permit drawings for obtaining building permits. A field set of Drawings and Specifications shall remain on the job site at all times and shall be available at all times to the NIP Program Manager. The field set shall be continuously updated to reflect the "as-built" condition of all work included in this Contract. The Contractor shall immediately include plainly and conspicuously on the field set of Drawings, and at appropriate paragraphs in the Specifications, all changes or corrections made by Addenda and Change Orders as they are issued. Approved copies of all Shop Drawings and other Submittals are to be kept on the job site at all times and shall be available at all times to the NIP Program Manager. Changes and deviations from the existing conditions shall be submitted in writing for approval by the NIP Program Manager prior to installation. In no case shall any unspecified equipment or materials be installed without prior approval by the NIP Program Manager. B. Record Documents: 1) Definition: Record copies are defined to include those documents or copies relating directly to performance of the Work, which the Contractor is required to prepare or maintain for the Sponsor's records, recording the Work as actually performed. In particular, record copies show changes in the Work in relation to SPECIAL PROVISIONS IV-13 3621 Key West International Airport Noise Insulation Program Group 1 the way in which shown and specified by the original Contract Documents; and show additional information of value to the Sponsor's records, but not indicated by the original Contract Documents. Record copies include newly prepared drawings (if any are specified), marked-up copies of Contract Drawings, Shop Drawings, Specifications, Addenda and Change Orders, marked-up Product Data Submittals, record Samples, field records for variable and concealed conditions such as excavations and foundations, and miscellaneous record information on work which is otherwise recorded only schematically or not at all. 2) Record Drawings: The Contractor shall maintain a set of Record Drawings at the job site. These shall be kept legible and current and shall be available for inspection at all times by the NIP Program Manager. Show all changes or work added on these Record Drawings in a contrasting color. (a) Mark-up Procedure: During progress of the Work, maintain a white-print set (blue-line or black-line) of Contract Drawings and Shop Drawings, with mark-up of actual installations which vary substantially from the Work as originally shown. Mark whatever Drawing is most capable of showing actual physical condition, fully and accurately. Where Shop Drawings are marked up, mark cross-reference on Contract Drawings at corresponding location. Mark with erasable colored pencil, using separate colors where feasible to distinguish between changes for different categories of work at the same general location. Mark-up important additional information which was either shown schematically or omitted from original drawings. Give particular attention to information on work concealed, which would be difficult to identify or measure and record at a later date. Note alternate numbers, Change Order numbers and similar identification. Require each person preparing the mark-up to initial and date the mark-up and indicate the name of the firm. Label each sheet "PROJECT RECORD" in 1-1/2-inch-high letters. In showing changes in the Work use the same legends as used on the original drawings. Indicate exact locations by dimensions and exact elevations by job datum. Give dimensions from a permanent point. (b) Preparation of Record Drawings: In preparation for Certification of Substantial Completion on the last major portion of the Work, review the completed mark-up of Record Drawings and Shop Drawings with the NIP Program Manager. The NIP Program Manager will then proceed with preparation of a full set of corrected Contract Drawings. The NIP Program Manager will date each updated drawing and label each sheet "PROJECT RECORD" in 1-1/2-inch-high letters. Printing as required herein is the responsibility of the NIP Program Manager. 3) Copies, Distribution: Upon completion of Record Drawings, the NIP Program Manager shall prepare blue-line or black-line prints of each drawing, regardless of whether changes and additional information were recorded thereon. The NIP Program Manager shall then organize into manageable sets, bind with durable paper cover sheets, and print suitable titles and dates. The marked-up set of prints maintained during the Construction Period shall be bound in the same SPECIAL PROVISIONS IV-14 3622 Key West International Airport Noise Insulation Program Group 1 manner. The NIP Program Manager will retain one set. At the completion of the Project, the NIP Program Manager shall submit one set of prints, with changes noted thereon, to the Sponsor. Record Drawings shall contain the names, addresses and phone numbers of the General Contractor and the major sub- contractors. 4) The NIP Program Manager shall be the sole judge of the acceptability of the Record Drawings. Receipt and acceptance of the As-Built Drawings is a pre- requisite for Final Payment. C. Record Specifications 1) During progress of the Work, maintain one copy of Specifications, including Addenda, Change Orders and similar modifications issued in printed form during construction, mark-up variations (of substance) in actual work in comparison with text of Specifications and modifications as issued. Give particular attention to substitutions, selection of options, and similar information on work where it is concealed or cannot otherwise be readily discerned at a later date by direct observation. Note related Record Drawing information and Product Data where applicable. Upon completion of the mark-up, submit to the NIP Program Manager for the Sponsor's records. Label the front cover "PROJECT RECORD" in 1-1/2-inch-high letters. 2) Where the manual is printed on one side of the page only, mark variations on blank left-hand pages of the Project Manual, facing printed right-hand pages containing original text affected by variation. D. Record Product Data During progress of the Work, maintain one copy of each Product Data Submittal, and mark-up significant variations in the actual work in comparison with submitted information. Include both variations in product as delivered to site, and variations from manufacturer's instructions and recommendations for installation. Give particular attention to concealed products and portions of the Work which cannot otherwise be readily discerned at a later date by direct observation. Note related Change Orders and mark-up of Record Drawings and Specifications. Upon completion of the mark- up, submit the complete set of Product Data Submittals to NIP Program Manager for the Sponsor's records. Label each data submittal "PROJECT RECORD" in 1-1/2-inch- high letters. E. Project Close-out Project Close-out is hereby defined to include general requirements near end of Contract Time, in preparation for Final Acceptance, final payment, normal termination of Contract, occupancy by all Property Owners and similar actions evidencing completion of the Work. Specific requirements for individual units of work are specified in other sections. Time of Close-out is directly related to Substantial Completion, and therefore may be a single time period for the entire Work or a series of time periods for individual parts of the Work which have been certified as substantially complete at different dates. The time variation, if any, shall be applicable to other provisions of this SPECIAL PROVISIONS IV-15 3623 Key West International Airport Noise Insulation Program Group 1 section. F. Prerequisites to Substantial Completion 1) Prior to requesting the NIP Program Manager's inspection for Certification of Substantial Completion,for either the entire Work or portions thereof, complete the following and list known exceptions in request: (a) In progress payment request coincident with, or first following the date claimed, show 100% completion for the portion of work claimed as "substantially completed", or list incomplete items, value of incompleteness, and reasons for being incomplete. (b) Include supporting documentation for completion as indicated in the Contract Documents. (c) Submit statement showing accounting of changes to the Contract Sum. (d) Advise the Sponsor of pending insurance change-over requirements. (e) Obtain and submit releases enabling the Sponsor's full and unrestricted use of the Work and access to services and utilities, including, where required, occupancy permits, operating certificates, and similar releases. (f) Deliver tools, spare parts, extra stocks of materials, and similar physical items to the Sponsor. (g) Make final change-over of locks and transmit keys to NIP Program Manager. (h) Complete start-up testing of systems. Discontinue, or change over and remove from project site, temporary facilities, and services, along with construction tools and facilities, mock-ups, barricades, and similar elements. 2) Inspection Procedures: Upon receipt of the Contractor's request, the NIP Program Manager will proceed with inspection or advise the Contractor of prerequisites not fulfilled. Following initial inspection, the NIP Program Manager will prepare a Certificate of Substantial Completion or advise the Contractor of work which must be performed prior to issuance of the Certificate and will perform a repeat inspection when requested and assured by the Contractor that the Work has been substantially completed. Results of the completed inspection will form an initial "Punchlist" for final acceptance. G. Prerequisites to Final Acceptance 1) Prior to requesting the NIP Program Manager's final inspection for Certification of Final Acceptance as required by the General Provisions, the Contractor shall complete the following and list known exceptions in the request: SPECIAL PROVISIONS IV-16 3624 Key West International Airport Noise Insulation Program Group 1 (a) Submit certified copy of the NIP Program Manager's final Punchlist of itemized work to be completed or corrected, stating that each item has been completed or otherwise resolved for acceptance, endorsed, and dated by the NIP Program Manager. (b) Complete final cleaning requirements, including touch-up of marred surfaces. (c) Touch-up and otherwise repair and restore marred exposed finishes. 2) Re-inspection Procedures: Following Substantial Completion, the Contractor shall correct or remedy all Punchlist items to the satisfaction of the NIP Program Manager within a 5-calendar day period after the Date of Substantial Completion. When ready, the Contractor shall request in writing a final inspection of the Work. Upon completion of re-inspection, the NIP Program Manager will prepare a Certificate of Final Acceptance or advise the Contractor of work not completed or obligations not fulfilled as required for Final Acceptance. If necessary, the procedures will be repeated. H. Prerequisites to Final Payment 1) Final Payment: Final Payment will be made after final acceptance of the project by the NIP Program Manager and Owner upon request by the Contractor on condition that the Contractor: (a) Furnish properly executed complete releases of lien from all material men and Subcontractors who have furnished materials or labor for the Work and submit supporting documentation not previously submitted and accepted. Include certificates of insurance for products and completed operations where required. (b) Furnish the Contractor's Affidavit of Release of Liens (2 copies) that all material men and Subcontractors have been paid in full. In the event they have not been paid in full, the Sponsor shall retain a sufficient sum to pay them in full and at his/her option may make direct payment as provided in Chapter 713, Florida Statutes, as amended, to obtain complete releases of lien. This authorization to make a direct payment is not an acknowledgement or waiver by the Sponsor that an unpaid Subcontractor or material man may seek payment from the Sponsor rather than from the Public Construction Bond Surety as required by Sect. 255.05, F.S. (c) Furnish Contractor's Affidavit of Debts and Claims (2 copies). (d) Furnish required sets of Record Drawings and maintenance and operating instructions of new mechanical equipment. (e) Furnish guarantees signed by Subcontractors, material suppliers, and countersigned by the Contractor for operating equipment. (f) Submit specific warranties, workmanship-maintenance bonds, SPECIAL PROVISIONS IV-17 3625 Key West International Airport Noise Insulation Program Group 1 maintenance agreements, final certifications, and similar documents. (g) Furnish a signed guarantee, in a form acceptable to the NIP Program Manager and Owner agreeing to repair or replace as decided by the NIP Program Manager, all work and materials that prove defective within one (1) year (or more) from the date of final acceptance, including restoration of all other work damaged in making such repairs or replacements. (h) Furnish Consent of Surety to Final Payment. (i) Submit updated final statement, accounting for final changes to Contract Sum. (j) Submit evidence of final, continuing insurance coverage complying with insurance requirements. (k) Certify that all Social Security, Unemployment, and all other taxes (city, state, federal government) have been paid. (1) Provide receipt, as applicable, of affidavits certifying all labor standards of local, state, or federal requirements have been complied with by the Contractor. I. Record Document Submittals Specific requirements for Record Documents are shown in the section, PROJECT RECORD DOCUMENTS. Other requirements are indicated in the General Provisions. General submittal requirements are indicated in "Submittals" sections. Do not use Record Documents for construction purposes; protect from deterioration and loss in a secure, fire-resistive location; provide access to Record Documents for the NIP Program Manager's reference during normal working hours. 1) Record Drawings: The NIP Program Manager shall organize record drawing sheets into manageable sets, bind with durable paper cover sheets, and print suitable titles, dates, and other identification on cover of each set. 2) Record Specifications: Upon completion of mark-up, submit to the NIP Program Manager for the Sponsor's records. 3) Record Product Data: Upon completion of mark-up, submit a complete set to the NIP Program Manager for the Sponsor's records. 4) Record Sample Submittal: Comply with the NIP Program Manager's instructions for packaging, identification, marking, and delivery to the Sponsor's sample storage space. 5) Miscellaneous Record Submittals: Complete miscellaneous records and place in good order, properly identified and bound or filed, ready for continued use and reference. Submit to the NIP Program Manager for the Sponsor's records. SPECIAL PROVISIONS IV-18 3626 Key West International Airport Noise Insulation Program Group 1 6) Maintenance Manuals: Complete, place in order, properly identify and submit to the NIP Program Manager for the Sponsor's records. J. Close-out Procedures General Operating and Maintenance Instructions: Arrange for each installer of work requiring continuing maintenance or operation, to meet with the NIP Program Manager at the Project Site to provide basic instructions needed for proper operation and maintenance of the entire work. Include instructions by manufacturer's representatives where installers are not expert in the required procedures. Review maintenance manuals, record documentation and materials, lubricants, fuel, identification system, control sequences, hazards, cleaning and similar procedures and facilities. For operational equipment, demonstrate start-up, shut-down, emergency operations, safety, economy, efficiency adjustments, and similar operations. Review maintenance and operations in relation with applicable warranties, agreements to maintain bonds, and similar continuing commitments. Permit NIP Program Manager to video tape operating and maintenance instructions. 25. FINAL CLEANING. A. The Contractor shall keep the premises free from accumulation of construction waste materials or dust and debris caused by Contractor's operations on a daily basis and maintain a dust free living environment. Provide final cleaning of the Work, at the time indicated, consisting of cleaning each surface or unit of work to normal "clean" condition. B. Removal of Protection: Remove temporary protection devices and facilities which were installed during the course of the Work to protect previous completed work during the remainder of the construction period. C. Compliances: Comply with safety standards and governing regulations for cleaning operations. Do not burn waste materials at site, nor bury debris or excess materials on the Project Site. Do not discharge volatile or other harmful or dangerous materials into drainage systems. Remove waste materials from site and dispose of in a lawful manner. D. Where extra materials of value remain after the completion of the associated work have become the Sponsor's property, dispose of these as directed by the Sponsor. SPECIAL PROVISIONS IV-19 3627 Key West International Airport Noise Insulation Program Group 1 SPECIAL PROVISION NO. 2 NOTICE TO PROCEED, CONSTRUCTION PHASING AND WORK SEQUENCING NOTICE TO PROCEED 1. NOTICE TO PROCEED - PERMITS A Notice to Proceed - Permits will be issued within five (5) days after award of contract. At this time, the Contractor shall accomplish the following activities, but not be limited to: A. Obtain permits as required for construction. B. Conduct a site visit and walk-thru of all properties to document existing conditions and take detailed measurements. C. Prepare and transmit all Shop Drawings, Submittals and certifications as required by the Contract Documents to the NIP Program Manager for review and approval. D. The Contractor shall submit a detailed construction schedule to the NIP Program Manager in accordance with Section 16 of Special Provision No. 1 for review and approval. E. Place orders for the purchase and delivery of equipment, materials, and supplies required to complete the Work in accordance with the Contract Documents. F. Prepare his/her staging area and establish staging and parking areas. G. Mobilize equipment, materials, and supplies in Contractor's staging area. No personnel, equipment, materials, or supplies will be allowed outside the staging area during this time unless otherwise authorized by the NIP Program Manager. 2. NOTICE TO PROCEED - CONSTRUCTION The Contractor shall submit an updated construction progress schedule to the NIP Program Manager in accordance with Section 16 of Special Provision No. 1. The progress schedule shall indicate the phasing and work sequencing anticipated to be accomplished by the Contractor. After the NIP Program Manager has approved the updated schedule and has confirmed that the Contractor has a minimum of two (2) weeks of materials in the warehouse and has obtained all the necessary permits, the Notice to Proceed-Construction will be issued, which shall state the date on which it is expected the Contractor will begin the construction and from which date Contract Time will be charged. Upon completion of the Work, and before final payment, the Contractor shall remove all equipment, surplus and discarded materials, rubbish, and shall submit as-built information. SPECIAL PROVISIONS IV-20 3628 Key West International Airport Noise Insulation Program Group 1 SPECIAL PROVISION NO. 3 CONTRACT TIME AND LIQUIDATED DAMAGES CONTRACT TIME NOTICE TO CONTRACT PROCEED DESCRIPTION TIME TO COMPLETE This notice shall allow the Contractor 0 obtain any necessary construction permits required to accomplish the Work. Also, during this time, the 119 Calendar NOTICE TO Contractor shall order and deliver Days PROCEED - materials, equipment and supplies PERMITS needed to complete the Work. No on- site construction activities shall be accomplished. NOTICE TO Noise Insulation Improvements 116 Calendar PROCEED - Construction. Days CONSTRUCTION 235 Calendar TOTAL CONTRACT TIME: Days SPECIAL PROVISIONS IV-21 3629 Key West International Airport Noise Insulation Program Group 1 LIQUIDATED DAMAGES If the Work is not completed in accordance with the Contract, the Contractor will be assessed liquidated damages listed below for each calendar day the Work overruns the allotted Contract Time. NOTICE TO PROCEED LIQUIDATED DAMAGES If the Contractor fails to achieve approval of all required Notice to Proceed Submittals by the NIP Program Manager and have a minimum Permits of two (2) weeks of products delivered for start of construction achieved within the allotted time in calendar days, the Contractor shall pay the Sponsor the sum of$1000.00 per day. If the Contractor fails to achieve Final Completion within the allotted number of calendar days for construction of each Property, the Contractor shall pay the Sponsor the sum of Notice to Proceed $1000.00 per day, thereafter for each and every calendar day Construction of unexcused delay in achieving Final Completion beyond the date set forth herein for Final Completion of this work. See also General Provisions Section 80-09 FAILURE TO COMPLETE ON TIME for additional stipulations. SPECIAL PROVISIONS IV-22 3630 Key West International Airport Noise Insulation Program Group 1 SPECIAL PROVISION NO. 4 THIS SECTION IS NOT INCLUDED SPECIAL PROVISIONS IV-23 3631 Key West International Airport Noise Insulation Program Group 1 SPECIAL PROVISION NO. 5 RESIDENT PROJECT REPRESENTATIVE 1. ON-SITE OBSERVATION. The Project Observation for this Contract shall be performed by the NIP Program Manager or his/her duly authorized representative. 2. DUTIES OF THE NIP PROGRAM MANAGER. The NIP Program Manager's duties and responsibilities are to: A. Monitor performance of the Contractor; require correction of work that does not meet Plans and Specifications; and report serious problems to the NIP Program Manager and Owner. B. Determine test sites/locations, coordinate and supervise testing. C. Interpret Plans and Specification details. D. Resolve minor construction problems. E. Maintain project records. F. Review and approve requests for payment to the Contractor. G. Conduct day-to-day construction observations. H. Maintain a project diary on a daily basis. I. Maintain up-to-date records on quantities of work performed and quantities of materials in place. J. Contact the Sponsor for advice and assistance when needed and when major problems arise. K. Recommend to the Sponsor when a Change Order or Supplemental Agreement is required. SPECIAL PROVISIONS IV-24 3632 Key West International Airport Noise Insulation Program Group 1 SPECIAL PROVISION NO. 6 SAFETY AND SECURITY REQUIREMENTS 1. GENERAL INTENT. The Contractor shall comply with all security requirements specified herein. The Project Superintendent shall monitor, coordinate and adopt new security procedures relating to this Contract. 2. CONTRACTOR PERSONNEL SECURITY ORIENTATION. The Project Superintendent shall be responsible for briefing all contractor personnel on these requirements and, from time to time, other security provisions. All new contractor employees shall be briefed on these requirements prior to working in the construction area. 3. IDENTIFICATION - PERSONNEL. Security badges shall be issued to the Contractor by the NIP Program Manager for use during the Project. Persons requiring photo-security badges include the NIP Program Manager, Superintendent, and all workers on site during construction, whether they are employees of the Contractor or are Subcontractors to the aforesaid. There is no limit to the number of photo-security badges the Contractor may request. The NIP Program Manager reserves the right to remove any worker who does not display a photo- identification badge at all times on the Project Site. All personnel shall wear their badges on the outermost portion of their garment above their waist at all times while on the property. Persons without a photo-security badge shall not enter a Project construction site. The Contractor assumes responsibility for the conduct of all employees working at the construction site and shall ensure that all workers entering a construction site have been issued a photo identification badge. All guests or temporary workers of the Contractor will need to wear a "Temporary" badge, to be issued by the NIP Program Manager on a daily basis. The temporary badges shall be returned to the NIP Program Manager at the end of the workday. All construction personnel who do not possess or display a valid badge, (such as material delivery persons) must be continuously escorted by a properly badged person, while on-site. There will be a$75.00 fee assessed for each photo-security badge not returned to the NIP Program Manager. A$250.00 fee will be assessed for each temporary badge not returned to the NIP Program Manager. Payment will be due prior to the NIP Program Manager releasing additional badges. Failure to return badges of terminated employees within one week or notify the NIP Program Manager of lost badges may result in the Contractor being declared non-responsive, ineligible for future Monroe County contracts, and additional badges may be withheld from Contractor or Subcontractor. SPECIAL PROVISIONS IV-25 3633 Key West International Airport Noise Insulation Program Group 1 SPECIAL PROVISION NO. 7 LIST OF DRAWINGS The Drawings which show the location, character, dimensions, and details of the Work to be done and which are to be considered as a part of the Contract supplementary to the Specifications are as follows: REFER TO CONSTRUCTION DRAWINGS VOLUME 4 OF 4 SPECIAL PROVISIONS IV-26 3634 Key West International Airport Noise Insulation Program Group 1 SPECIAL PROVISION NO. 8 TEMPORARY FACILITIES 1. GENERAL DEFINITIONS A. This section specifies certain minimum temporary facilities to be provided regardless of methods and means selected for performance of the Work but not by way of limitation and not assured for compliance with governing regulations. Use of alternate temporary facilities may be permitted subject to the NIP Program Manager's approval and acceptance. B. Energy Considerations: Administer the use of temporary facilities in a manner which conserves energy but without delaying work or endangering persons or property; comply with reasonable requests by the NIP Program Manager. C. Costs: Except as otherwise indicated, costs associated with temporary facilities are the Contractor's. Temporary facilities remain the property and responsibility of the Contractor. D. Noise Control: Where work is being conducted in or adjacent to occupied areas, the Contractor shall make every effort to keep construction noise to a minimum. E. Fire Protection: Provide Type ABC extinguishers ( or types and sizes recommended by NFPA or any other governing authority or agency) in construction areas. Locate extinguishers near each entrance. Prohibit smoking except in marked, non- hazardous areas. Smoking in existing premises is prohibited. F. Environmental Protection: Review exposure to possible environmental problems with the NIP Program Manager. Establish procedures and discipline among tradesmen and provide needed facilities which will protect against environmental problems (pollution of air, water and soil, excessive noise and similar problems). 2. TEMPORARY PROTECTION Provide facilities and services as necessary to effectively protect Project from losses and persons from injury during the course of construction. The existing utilities shall not be modified for use by the Contractor. Do not interrupt existing services serving occupied or used facilities except when authorized in writing by the NIP Program Manager. Provide temporary services during interruptions to existing utilities as acceptable to the NIP Program Manager. 3. TEMPORARY CONSTRUCTION FACILITIES A. Miscellaneous Facilities: Provide miscellaneous facilities as needed including ladders, runways, shoring, scaffolding, railing, bracing, barriers, closures, platforms, temporary partitions, and similar items. 4. TEMPORARY SUPPORT FACILITIES A. General: Provide facilities and services as may be needed to properly support the SPECIAL PROVISIONS IV-27 3635 Key West International Airport Noise Insulation Program Group 1 primary construction process and meet governing regulations. B. Toilets: The toilets shall be portable chemical type, or water-borne type connected to an approved existing sanitary sewer. Toilets shall be placed or installed in conformity with local governing code requirements and shall be enclosed in a weather-tight, fly-proof building with a self- closing door. The building shall be tied down to prevent overturning by wind. Provide standard, roll-type toilet paper holder and a supply of standard, roll-type toilet tissue. The premises shall be thoroughly disinfected at least twice each week. Provide means for locking the door from the outside and keep locked at all times except during hours that workmen are at the Project Site. SPECIAL PROVISIONS IV-28 3636 Key West International Airport Noise Insulation Program Group 1 SPECIAL PROVISION NO. 9 THIS SECTION IS NOT INCLUDED SPECIAL PROVISIONS IV-29 3637 Key West International Airport Noise Insulation Program Group 1 SPECIAL PROVISION NO. 10 PRECEDENCE OF DOCUMENTS 1. GENERAL. The Bid Documents, Contract, Special Provisions, General Provisions, Specifications, Plans and all referenced Standards cited in these documents are essential parts of the contract requirements. A requirement occurring in one is as binding as though occurring in all. They are intended to be complementary to describe and provide for a complete work. 2. ORDER OF PRECEDENCE. In case of conflicts within the above-mentioned documents, The order of precedence shall be as follows: A. Bid Documents (Division 1) (including any and all Addenda) B. Contract (Division 11) C. General Provisions (Division 111) D. Special Provisions (Division IV) E. Project Specifications (Volume 2 of 4) F. Construction Drawings (Volume 4 of 4) (large scale detail drawings over smaller scale general drawings) SPECIAL PROVISIONS IV-30 3638 Key West International Airport Noise Insulation Program Group 1 SPECIAL PROVISION NO. 11 FINAL PAY REQUESTS AND RELATED FORMS In addition to the requirements for payments (Partial and Final) stipulated in General Provisions (Division III) Section 90 MEASUREMENT AND PAYMENT, all pay requests shall be prepared by the Contractor within the time frames stipulated in the Sponsor's Procedures unless otherwise approved by the NIP Program Manager and Owner. Pay Requests and related forms shall be submitted in one (1) original and one (1) copy to the NIP Program Manager, unless otherwise instructed by him/her. Submit final Application for Payment with lien releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following: 1. Evidence of completion of Project closeout requirements. 2. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid. 3. Updated final statement, accounting for final changes to the Contract Sum. 4. AIA Document G-701, "Change Order' 5. AIA Document G-702, "Application and Certification for Payment." 6. AIA Document G-703, "Continuation Sheet." 7. AIA Document G-704, "Certificate of Substantial Completion." 8. AIA Document G-706, "Contractor's Affidavit of Payment of Debts and Claims." 9. AIA Document G-706A, "Contractor's Affidavit of Release of Liens." 10. AIA Document G-707, "Consent of Surety to Final Payment." 11. Monroe County Final Release of Lien Form. 12. Evidence that all claims have been settled. 13. Final, liquidated damages settlement statement (if applicable). SPECIAL PROVISIONS IV-31 3639 Key West International Airport Noise Insulation Program Group 1 SPECIAL PROVISION 12 WORKER BADGING, DRUG TESTING AND CRIMINAL BACKGROUND CHECK REQUIREMENTS After Contract Award, the Contractor shall be required to apply to the NIP Program Manager for issuance of a Noise Insulation Program Identification (NIP ID) badge for all on-site construction personnel, including but not limited to all full and part-time employees, supervisory personnel, leased personnel, subcontractors, etc. The Contractor's bid must include any and all costs to perform a 7-year Criminal Background Check and a 12-Panel Drug Test for all badge applicants. Prior to requesting the issuance of a NIP ID badge for an individual, the Contractor shall ensure that each badge applicant passes the required Criminal Background Check and Drug Testing requirements as detailed below. 1. DRUG TESTING AND CRIMINAL BACKGROUND CHECK REQUIREMENTS. A. 12-PANEL DRUG TEST REQUIREMENTS The 12-panel drug testing must be performed by a reputable laboratory (Concentra, Quest Diagnostics or equal) and must include testing for the following drugs: 1) Cocaine 2) Marijuana (THC, cannabinoids) 3) Phencyclidine (PCP —angel dust) 4) Amphetamines (including methamphetamines) 5) Basic Opiates (including heroin, morphine, and codeine) 6) Benzodiazepines (including Valium, diazepam, Xanax, alprazolam) 7) Barbiturates 8) Methadone 9) Propoxyphene 10) Methaqualone (Quaaludes) 11) Expanded amphetamines (MDMA, 6-AM, Ecstasy, Molly) 12) Expanded opiates (painkillers like Percodan, Percocet, Vicodin, oxycodone, oxymorphone, hydrocodone) Once a Drug Test has been conducted, the Contractor shall be responsible for reviewing and approving applicants before submitting a badge request. In cases where a test shows a positive result for a prescription drug, the Contractor's designated Medical Review SPECIAL PROVISIONS IV-32 3640 Key West International Airport Noise Insulation Program Group 1 Officer (MRO) would then contact the applicant for an explanation and give the applicant the chance to provide appropriate proof of a legal prescription and any other relevant information. B. CRIMINAL BACKGROUND CHECK REQUIREMENTS The Criminal Background Check must be conducted on each badge applicant by a reputable firm that is in the business of providing background checks for employment (such as Pinkerton or equal) and must include: 1) Social Security Number Check 2) National Sex Offender Registry 3) Criminal Background Check a) County —County of residence and neighboring counties b) State —State of residence Once the Criminal Background Report has been acquired for a badge applicant, the Contractor shall be responsible for reviewing the report and approving applicants before submitting a NIP ID badge request. The Contractor is prohibited from submitting badge applicants with any past charges and/or convictions related to felonies, violent crimes, sex offenses, illegal drugs/narcotics, offenses against children and/or the elderly, physical/aggravated assault, theft/burglary and/or deadly weapons charges. 2. No later than Thirty (30) days prior to the start of construction, the Contractor will be required to email their completed "Request for Issuance of NIP Construction Site ID Badge" form (which will be provided) to the NIP Program Manager. (Please note that this list must contain the sufficient number of on-site construction personnel needed to comply with all monthly construction deadlines). 3. The Contractor will also be required to email a copy of the 12-Panel Drug Test results on the requested personnel with the "Request for Issuance of NIP Construction Site ID Badge" form. In the case where the test shows a positive result for a prescription drug, the applicant must provide proof of a legal prescription, and the MRO must recommend approval. If approved, the Contractor should then check-mark the box indicating "Drug Test Reviewed & Approved" on the "Request for Issuance of NIP Construction Site ID Badge" form. If the applicant does not provide acceptable proof or provides acceptable proof but the MRO notes safety concerns, then the Contractor should not submit the applicant for badging. A color head shot photo (digital JPEG) for all requested on-site construction personnel must also be included with the request. All photos must be a clear head shot taken from the shoulders up, looking straight at the camera without any sunglasses/hats/obstructions and taken against a neutral background. 4. After the NIP Program Manager's review and acceptance, they will prepare and issue the NIP ID Badge for all approved daily on-site construction personnel before the start of SPECIAL PROVISIONS IV-33 3641 Key West International Airport Noise Insulation Program Group 1 construction. 5. The Contractor shall ensure that a valid, properly assigned NIP ID badge be worn and visible by all daily on-site construction personnel at all times. All other guests or temporary workers of the Contractor will need to wear a "Temporary" badge, to be issued by the NIP Program Manager on a daily basis. All construction personnel who do not possess or display a valid badge, (such as material delivery persons) must be continuously escorted by a properly badged person, while on-site. The NIP Program Manager reserves the right to revoke a NIP ID badge with proper cause or remove any construction personnel who do not display a valid NIP ID badge at all times while on the NIP construction site. 6. There will be a fee assessed for each photo-security badge not returned to the NIP Program Manager. A fee will be assessed for each temporary badge not returned to the NIP Program Manager. (Refer to Special Provision 6 Safety and Security Requirements) SPECIAL PROVISIONS IV-34 3642 Key West International Airport Noise Insulation Program Group 1 SPECIAL PROVISION NO. 13 DEFICIENCY POINTS 1. DEFICIENCY POINT SYSTEM A. The NIP Program Manager will have the authority to issue Deficiency Points to the Contractor, as a result of failure by the Contractor to meet construction performance guidelines stated in this Project Manual. Pursuant to the list of deficiencies below, Deficiency Points will be issued on a per-occurrence / per-property basis and will accumulate within the Total Construction Period (see Section 01100 Paragraph 1.08). B. TWO (2) DEFICIENCY POINT ISSUANCE. The Contractor shall receive two (2) Deficiency Points, for each occurrence, when the Contractor: 1) Fails to comply with the requirements listed in Section 01100, 1.08 Work Sequence during construction. 2) Fails to comply with Section 01500, Temporary Facilities and Controls. 3) Fails to comply with Final Cleaning Procedures in Section 01770, Closeout Procedures. 4) Fails to meet General Contractor construction communication requirements outlined in Section 01250 - Contract Modification Procedures, Paragraph 1.02. C. THREE (3) DEFICIENCY POINT ISSUANCE. The Contractor shall receive three (3) Deficiency Points, for each occurrence, when the Contractor: 1) Fails to work in accordance with the approved construction schedule and all subsequent revisions approved by the NIP Program Manager. 2) Fails to complete Punchlist items within the number of days identified under Section 01100— 1.08Q. 3) Fails to meet a pre-approved construction schedule extension period. 4) Fails to make payments to Suppliers, Subcontractors, and/or Employees in accordance with the Contract requirements. 5) Submits a Product Submittal to the Architect on more than three (3) successive occasions. 6) Submits Product Submittal that are late, incomplete, illegible, or improperly organized. 7) Fails to provide proper dust control in the Property (each occurrence) during construction as specified in Volume 2 —Section 01140 — 1.05. SPECIAL PROVISIONS IV-35 3643 Key West International Airport Noise Insulation Program Group 1 8) Fails to provide proper protection (each occurrence) to floors in the Property (each occurrence) as specified in Volume 2 —Section 01140— 1.05. 9) Fails to complete Substantial Completion and/or Final Completion (each occurrence) within the approved calendar day construction period in each Property. D. FIVE (5) DEFICIENCY POINT ISSUANCE. The Contractor shall receive five (5) Deficiency Points, for each occurrence, (unless noted otherwise)when the Contractor: 1) Fails to meet construction completion of a Property within the approved calendar dray construction schedule. Deficiency Points will be issued per day. 2) Fails to comply with all requirements as defined in Volume 3 of 4 — Lead Based Paint and Asbestos Remediation Specifications. 3) Fails to have the Project Superintendent on-site at all times throughout the entire construction schedule. 4) Fails to display security badges (or designated project identification) at all times on all NIP work sites. 5) Depicts improper communication and/or actions to any Property Owner and/or Residents. 6) Fails to follow safety or security requirements, as dictated by NIP Program Manager. 7) Fails to maintain a safe work site and/or building security. 8) Fails to comply with established worker conduct requirements. 9) Fails to follow all asbestos abatement requirements, where required. 10) Fails to comply with the Design Documents without prior approval of the NIP Program Manager and/or Architect. 11) Fails to listen and/or follow NIP Program Manager's directions. 12) Fails to revise and correct work performed by employee(s) and/or sub- contractor(s) that do not comply with the Design Documents. 13) Fails to utilize DBE Subcontractors pursuant to the trade and proposed associated percentage use contained in their bid submittal. If this occurs on site during the defined construction period, a total of five (5) deficiency points will be issued per Property, per day SPECIAL PROVISIONS IV-36 3644 Key West International Airport Noise Insulation Program Group 1 2 DEFICIENCY POINT ACCUMULATION AND PENALTIES A. ADDITIONAL GROUNDS FOR CONTRACT DEFAULT. Without waiving or limiting Sponsor's rights to declare a default and proceed directly to terminating this Contract under the provisions of section 80-10, Sponsor may also define a Contract Default as the issuance of Sixty (60) or more Deficiency Points during the total construction period. B. TERMINATION OF CONTRACT. In the event that a default of the Contract has been determined pursuant to this Special Provision No. 13, Sponsor will reserve the right to pursue termination of the Contract, in accordance with General Provisions Section 80-10. C. LIMITING FUTURE PROGRAM PARTICIPATION. If a Contractor receives Twenty- Five (25) Deficiency Points or more for nonperformance within the construction period, Sponsor will reserve the right to suspend the Contractor from bidding on future Key West International Airport Noise Insulation Program (NIP) project bid opportunities. SPECIAL PROVISIONS IV-37 3645 Key West International Airport Noise Insulation Program Group 1 Volume 2of4 Project Specifications (Divisions 1 -16) KeyWest � m uuuuuuuuuuuui"""'i i � �uu� u International Airport Prepared for: THE MONROE COUNTY BOARD OF COUNTY COMMISSIONERS Holly Merrill Raschein, District 5 Mayor Jim Scholl, District 3 Mayor Pro-Tem Craig Cates, District 1 Commissioner Michelle Lincoln, District 2 Commissioner David Rice, District 4 Commissioner Prepared by: ON •jaco s Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Gardens, FL 33418 In Association with: Deborah Murphy Lagos &Associates, LLC The Sun Group, Inc. Jones & Conde, LLC AirQuest Environmental, Inc. Revised May 2024 3646 Key West International Airport Noise Insulation Program Group 1 TABLE OF CONTENTS -VOLUME 2 of 4 - PROJECT SPECIFICATIONS Division 1 -General Requirements Section 01021 Unit Prices Section 01100 Summary Section 01140 Work Restrictions Section 01250 Contract Modification Procedures Section 01290 Payment Procedures Section 01310 Project Management and Coordination Section 01320 Construction Progress Documentation Section 01330 Submittal Procedures Section 01400 Quality Requirements Section 01420 References Section 01500 Temporary Facilities and Controls Section 01600 Product Requirements Section 01700 Execution Requirements Section 01731 Cutting and Patching Section 01770 Closeout Procedures Section 01781 Project Record Documents Division 3 -Concrete Section 03301 Miscellaneous Concrete Division 4 - Masonry Section 04810 Unit Masonry Assemblies Division 5 - Metals (Not Used) Division 6 -Woods and Plastics Section 06100 Rough Carpentry Section 06200 Finish Carpentry Division 7 -Thermal and Moisture Protection Section 07920 Joint Sealants Division 8 - Doors and Windows Section 08163 High-Performance Acoustical Aluminum Sliding Glass Doors Section 08182 Aluminum Swinging Full-Lite Storm Doors Section 08215 Interior Wood Doors and Frames Section 08225 Exterior Fiberglass Doors Section 08250 Acoustical Vinyl Swinging Full-Lite Doors Section 08251 Acoustical Vinyl Sliding Glass Doors Section 08520 Acoustical Aluminum Windows Section 08585 Interior Acoustical Storm Windows Section 08710 Door Hardware TABLE OF CONTENTS 3647 Key West International Airport Noise Insulation Program Group 1 Division 9 - Finishes Section 09220 Portland Cement Plaster Section 09260 Gypsum Board Assemblies Section 09911 Painting Division 23 - Mechanical Section 15010 Mechanical General Requirements Section 15100 HVAC Systems Division 26- Electrical Section 16050 Basic Electrical Materials and Methods TABLE OF CONTENTS 3648 SECTION 01021 UNIT PRICES PART 1 - GENERAL 1.01 SUMMARY A. Schedule of quantities and amounts for Unit Prices included on Bid Form, purchase or installation of designated project elements. B. Costs included in Unit Prices. C. Contractor Responsibilities. 1.02 RELATED REQUIREMENTS A. Document 00700—General Conditions B. Section 01100—Summary C. Section 01290— Payment Procedures D. Specifications Section Listed on Bid Form. 1.03 SCHEDULE OF UNIT PRICES A. Refer to PART 3 of this Section. B. Refer to individual Specification Sections for description of Unit Prices involving such Section. 1.04 COSTS INCLUDED IN UNIT PRICES A. Actual cost of product to Contractor or subcontractor, less applicable trade discounts. B. Delivery to site, unloading, uncrating, protection, and storage. C. Labor and equipment required under unit price. D. Applicable overhead, profit, benefits, bond, insurance, etc., when specified to be included in the unit price. All other miscellaneous costs shall be included in the Base Bid. E. Differences in quantity will result in add or deduct changes to the Total Bid costs and will be adjusted on the basis of the Unit Price listed on the Bid Form. F. All unit prices shall have the same price for additional work as deducted work. G. Unit price items of this Section shall be subject to the provisions in the General Conditions, Increased or Decreased Quantities of Work. H. Hourly unit prices indicated on the Bid Form shall at a minimum value conform to the Monroe County wage rate decisions outlined in Volume 1 Division 1. Submitting unit pricing less than the Monroe County wage rate decisions outlined in section 00210 shall result in a forfeited bid. UNIT PRICES 01021 - 1 3649 1.05 CONTRACTOR RESPONSIBILITIES A. Coordinate all Unit Price usage with Construction Manager. B. Construction Manager shall approve and monitor quantity of unit prices utilized. PART 2 - PRODUCTS: Not Used PART 3 - EXECUTION 3.01 UNIT PRICE DESCRIPTION A. Differences in quantity will result in add or deduct changes to the base bid cost and will be adjusted on the basis of the Unit Prices shown on the Bid Form. All unit prices shall have the same price for additional work as for deduct work. Quantities are shown on the Bid Form. 1. Unit Price No. 01021-1: Cost per hour for one Construction Laborer and all tools and equipment required to complete the work, for use as directed by the Construction Manager on an as needed basis. 2. Unit Price No. 01021-2: Cost per hour for one Carpenter and all tools and equipment required to complete the work, for use as directed by the Construction Manager on an as needed basis. 3. Unit Price No. 01021-3: Cost per opening for Treated Wood Lumber&Connectors 2x4, 2x6 and all tools, fasteners, and equipment require to complete the work, for use as directed by the Construction Manager on an as needed basis. 4. Unit Price No. 01021-4: Cost per opening for Treated Wood Lumber& Connectors 2x8, 2x12 and all tools, fasteners, and equipment require to complete the work, for use as directed by the Construction Manager on an as needed basis. 5. Unit Price No. 01021-5: Cost per square foot for Exterior Stucco, Lath, Felt & Plywood and all tools, fasteners, and equipment require to complete the work, for use as directed by the Construction Manager on an as needed basis. 6. Unit Price No. 01021-6: Cost per square foot for Interior Gypsum Board, Insulation, Furring, Finish and Paint and all tools, fasteners, and equipment require to complete the work, for use as directed by the Construction Manager on an as needed basis. 7. Unit Price No. 01021-7: Cost per hour for one Painter Labor and all tools and equipment required to complete the work, for use as directed by the Construction Manager on an as needed basis. 8. Unit Price No. 01021-18 Cost per hour for one Licensed Electrician Labor and all tools and equipment required to complete the work, for use as directed by the Construction Manager on an as needed basis. END OF SECTION 01021 UNIT PRICES 01021 -2 3650 SECTION 01100 SUMMARY PART 1 - GENERAL 1.01 WORK COVERED BY CONTRACT DOCUMENTS A. Project Identification:The Work under this contract consists of all labor, materials, and equipment necessary for making improvements to the acoustical performance of the properties listed herein. B. Project Location and Participating Properties: Base Bid Homes: 1. 2801 Venetian Drive 2. 2827 Venetian Drive 3. 2916 Riviera Drive 4. 2924 Riviera Drive 5. 2918 Flagler Avenue 6. 2919 Riviera Drive 7. 3014 Flagler Avenue 8. 2930 Riviera Drive Alternate Bid Homes: 9. 3000 Flagler Avenue 10. 1604 Bahama Drive 11. 2805 Flagler Avenue 12. 2824 Staples Avenue 13. 2816 Staples Avenue 14. 2815 Flagler Avenue C. Sponsor: Key West International Airport/Monroe County, FL D. NIP Program Manager: Prime Consultant Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Gardens, FL 33418 SUMMARY 01100 - 1 3651 In Association with the following sub-consultant firms: Airport Noise Program Coordinator Deborah Murphy Lagos &Associates, LLC. 566 Running Deer Trail Waynesville, NC 28786 Architect The Sun Group, Inc. 6671 W. Indiantown Road, Suite 50-11 Jupiter, FL 33458 Mechanical Electrical Engineer Jones &Conde, LLC 4440 PGA Blvd., Suite 600 Palm Beach Gardens, FL 33410 Environmental Consultant AirQuest Environmental, Inc. 6851 SW 45th St. Ft. Lauderdale, FL 33314 E. Description of Work: 1. The Work is generally described as window and door replacement, necessary mechanical and electrical work necessary to improve the noise insulation of residential properties in Key West, Florida. 2. The overall objective of the Sponsor is to achieve quantitative noise reductions in selected properties most affected by the aircraft operations. Toward this end, the program provides for the improvement of openings in the exterior envelope using known technology and quality workmanship. The purpose of this project is to account for existing noise and demonstrate the benefits in noise reduction that have occurred based on the improvements in the building envelope that were made. Sound testing will occur when the building envelope improvements are completed. Small openings, cracks, and gaps can be significant sound leaks and affect test results. Special attention will be given to caulking where called for, as well as careful alignment of building elements. The scope of work includes, but is not limited to: exterior window and door replacement using acoustically rated products, removal and infill of "through-wall' portable air conditioning units, addition of necessary air conditioning systems, electrical panel modifications, and interior and exterior repairs and trim made necessary by the scope of work. The Contractor will be required to perform asbestos remediation in each of the properties at that particular area and/or surfaces identified in and in accordance with Volume 3 — Asbestos & Lead Based Paint Inspection Reports and Asbestos Remediation Specifications. 3. This work shall include all related work incidental to the above-described work. The Contractor shall carefully examine the work site and base his/her proposal on a thorough investigation of existing conditions and how existing conditions will affect the work. SUMMARY 01100 - 2 3652 4. Upon contract award, the Contractor will be required to develop a detailed construction schedule for all participating properties to complete the required scope of work within the project contract time. Upon completion, the Contractor will be required to submit their proposed construction schedule to the NIP Program Manager for final approval. 5. This project will require NIP Program Manager approval of work plans for all on-site activities. Items requiring pre-approval include but are not limited to: maintenance of traffic plan, equipment locations, building access, work schedules, detailed subcontractor schedule coordination, safety barricading, employee testing requirements (criminal background check, drug testing), worker badging requirements and numerous other specialized working conditions will be required to work on this Project. The Bidder shall account for all specialized conditions in his/her bid. 1.02 CONTRACT A. Project will be constructed under a general construction contract. (See 01100-Section 1.07 Time of Completion) 1.03 SUBCONTRACTING A. The Contractor shall not sublet any part of the Contract except as permitted herein or approved by the Sponsor. Refer to Volume 1 Division I Section B-Instruction to Bidders Article 23 titled "Subletting or Assigning of Contract." B. The Contractor may sublet to not more than one subcontractor for each category listed below: 1. Cleaning 2. Acoustical Doors 3. Acoustical Windows 4. Stucco 5. Painting 6. Gypsum Board & Metal Framing 7. Masonry 8. H VAC 9. Electrical 10. Asbestos and Lead-Based Paint Remediation C. The Contractor shall not sublet any part of this Contract without the permission of the Sponsor. The Contractor shall notify the NIP Program Manager of any changes to the Subcontractor list provided in his/her Bid. Contractors shall notify the NIP Program Manager of new Subcontractors to perform work on site and shall not allow Subcontractors to begin work until program standards are met and Sponsor approval is received. D. The Contractor shall not allow a Subcontractor to sublet any part of this Contract to a sub- subcontractor. E. Contractor may sublet installations to Product Suppliers. However, if the Contractor subcontracts installation to the Supplier, that Supplier may not further sublet installation to another subcontractor. SUMMARY 01100 - 3 3653 F. The Contractor shall verify prior to starting the work that each Subcontractor meets all project requirements; including but not limited to insurance, employee drug testing and background checks, and badging.The Contractor shall also verify that the sub-contractors have the current Construction Documents including all Addenda. G. The Contractor is fully responsible to the Sponsor for the acts and omissions of the Subcontractors and of persons either directly or indirectly employed by them. The determination that a Subcontractor is eligible to work in the NIP by the Sponsor or the NIP Program Manager shall not be construed as an endorsement of the Subcontractor. H. The Contractor agrees to bind every Subcontractor by the terms of these Contract Documents, in written Contract form, signed by both parties. I. Nothing contained in the Contract Documents shall create any contractual relationship between any Subcontractor and the Sponsor. 1.04 ASSIGNMENTS A. No assignment by the Contractor of any principal construction Contract or any part thereof,will be recognized except upon the written notice of approval of the Sponsor and the surety. Such assignment shall specify the purpose for which the assignment is given. 1.05 CONTRACTOR PRE-QUALIFICATION REQUIREMENTS (TRAINING) A. The Contractor is required to contact the NIP Program Manager prior to beginning any construction. During the construction period, the Contractor and all Subcontractors will be closely reviewed by the NIP Program Manager. In the event of unsatisfactory performance, the Sponsor retains sole discretion and authority to remove any Contractor from a Worksite and complete the Work. 1.06 COMPLIANCE WITH PROJECT MANUAL A. Contractors, Subcontractors and Suppliers who violate any part of this Project Manual shall be subject to penalties and/or restrictions as determined by the Sponsor. 1.07 TIME OF COMPLETION A. All work under this Contract shall be entirely completed within Two Hundred Thirty-Five (235) Total Calendar Days. B. The standard work week is 8:00 am - 5:00pm, Monday through Friday, in which conditions under control of the Contractor will permit construction operations to proceed with the Contractor's normal working force engaged in performing the controlling items(s)of work. C. Conditions considered to be beyond the Contractor's control are those which could not be foreseen at the time of bidding or are beyond the power of the Contractor to control or prevent, although an extension request must still be requested. Those conditions include: 1. Periods of inclement weather conditions or other unfavorable site conditions that are, in the opinion of the NIP Program Manager, unsuitable for construction operations. 2. Strikes not caused by improper acts or omissions by the Contractor. 3. Delays caused by the Sponsor, NIP Program Manager or Property Owner other than specified herein. SUMMARY 01100 - 4 3654 D. Conditions considered to be under control of the Contractor are those which could be foreseen at the time of bidding or were in his/her power to control or prevent. These conditions or circumstances include: 1. Delays due to the Contractor's failure to provide sufficient forces and equipment to maintain satisfactory progress in completing the progress-controlling items of work. 2. Delays due to slow delivery of materials from the Supplier or fabricator when the material was available in warehouse stock, or when delivery was delayed for reasons of priority, late ordering, financial considerations, incorrect product order,or other causes within the power of the Contractor to avoid. 3. Delays caused by plant and equipment failures of less than four hours duration, or at any time when the delay is due to the Contractor's failure to provide and maintain equipment in good mechanical condition, or to provide for immediate emergency repairs. 4. Work performed by a Subcontractor of the Contractor shall be considered within the control of the Contractor. E. The Contractor shall list specific dates and reasons for delays in writing to the NIP Program Manager for consideration. 1.08 WORK SEQUENCE: COMMENCEMENT, SCHEDULE, AND COMPLETION OF WORK A. The work (the "Project") will consist of providing acoustical treatment to multiple individually owned properties. The Work shall be completed within a Total Contract Time comprised of a Product Procurement Period and Construction Period as follows: Total Contract Time: 235 Calendar Days Pre-Construction Period 10/01/2024-1/27/2025 (119 Calendar Days) Notice to Proceed-Permits October 1, 2024 Preconstruction Meeting and Contractor Measurement Walk October 1-2, 2024 Shop Drawings &Submittal Review October 1- November 1, 2024 Product Procurement November 1, 2024-January 27, 2025 Construction Period 1/28/2025-5/23/2025 (116 Calendar Days) Notice to Proceed-Construction January 28, 2025 Construction and Project Closeout January 28—May 23, 2025 B. Following the execution of the Contract, the Contractor will be issued a written Notice to Proceed-Permits which will start the Project Time (see Volume 1- Division IV-Special Provisions No. 2). The Notice to Proceed-Permits shall permit the taking of measurements, preparation of shop drawings, permitting, and the procurement of materials. The date of commencement of the Work is the date established in a written Notice to Proceed-Permits. C. The Contractor shall prepare and submit a detailed Construction Schedule (Gantt-chart) in electronic PDF format, based on the above parameters showing all specified items and required submittals for approval by the NIP Program Manager prior to the commencement of the Work. SUMMARY 01100 - 5 3655 D. The Contractor shall attend a multi-day"Pre-Construction Measurement Visit" at which time a visit to each Property will occur for the purpose of taking detailed measurements, and verification of existing conditions. The Contractor shall be required to have a representative from the major manufacturers for Doors / Windows, and the mechanical and electrical Subcontractors accompany them on the "Pre-Construction Measurement Visit" Meeting with the NIP Program Manager and Property Owner for all Properties in the package, which shall be in conjunction with the Contractor taking site dimensions. The "Pre-Construction Measurement Visit" Meeting shall be scheduled by the NIP Program Manager. All outstanding construction issues that could potentially affect the construction schedule and any discrepancies found between the documents and the actual conditions will be identified at this time, evaluated, and incorporated in a Change Order. They will be reflected in the shop drawing process for the NIP Program Manager's review. E. When measuring for replacement window / door units, confirming installation details, or as directed by the NIP Program Manager, the Contractor shall remove exterior or interior finishes as required to verify the rough opening dimensions. New units shall be sized to fit rough opening pursuant to agreed-upon installation details. No downsizing of windows or doors shall be permitted. Contractor shall re-install/patch and repair trim once measurements have been taken. F. The Construction Period shall not commence until the Sponsor has issued a written "Notice to Proceed-Construction." Measurements,submittals, and shop drawings shall be submitted and approved prior to the Notice to Proceed. The Contractor shall begin the Work to be performed under the Contract within five (5)days of the date set by the Sponsor in the Notice to Proceed, but in any event, the Contractor shall notify the NIP Program Manager at least forty-eight (48) hours in advance of the time actual construction operations will begin. The date shall not be postponed by the failure to act of the Contractor or of persons or entities for whom the Contractor is responsible. G. The Contractor shall coordinate with the NIP Program Manager to schedule and conduct a "Forty-Eight Hour Pre-Construction Walk-Through" Meeting 48 hours in advance of the construction start date for each individual Property. (See Volume 2 of 5 Section 01310 Project Management& Coordination 1.07 F) H. No work at the site, or storage of materials thereon, will be permitted prior to the scheduled start of construction. After such time, all work at the site, or storage of materials thereon, may be performed in accordance with Section 01140 Work Restrictions. I. It is anticipated that the given time for completion of the work under this contract is more than adequate and that the work will be performed only during those days and hours as indicated. J. The objective is to make all improvements to each building as specified in these Documents with the minimum inconvenience to the Property Owners. K. Liquidated damages have been included in this Contract as provided in the Agreement. For each day after the scheduled Completion Date any part of the Work remains incomplete, the Contractor shall incur liquidated damages in the amount of$1,000.00 per calendar day. (See Special Provisions No. 3) L. The Sponsor reserves the right, if the Contractor is not performing, to assume the work, or portions of the work and deduct the value based on the associated actual costs. M. All scheduling shall be coordinated through the NIP Program Manager and the Property Owner. It will be necessary to alter schedules to suit the availability of Property Owner or its residents. SUMMARY 01100 - 6 3656 N. During the construction period, the Contractor shall reach Final Completion on all Properties within a not-to-exceed time period of: fifteen (15) consecutive work days after starting work in each property The construction duration for a Property may be extended by one day if the City of Key West is closed during a weekday Holiday and the Contractor is unable to have completed work inspected. O. There shall be no more than three (3) Properties under construction at one time which have not reached final completion. P. Punch list items shall be addressed immediately by the Contractor at each building upon receipt of a written list from the NIP Program Manager. Once the punch list is complete, the NIP Program Manager will schedule the final inspection. Q. Any alteration in schedule must be approved by the NIP Program Manager at least seven (7) days prior to its rescheduled commencement. R. Final Inspection: The Contractor shall notify the NIP Program Manager when the punch-list is complete, and the building is ready for final inspection. The NIP Program Manager shall schedule and coordinate a final inspection with the NIP Program Manager, Property Owner, and Contractor. The Contractor shall provide the Superintendent and a carpenter at the final inspection to verify completion and take care of any unresolved issues. The Contractor shall provide the record drawings (with all changes annotated) and photographs for review at the final inspection. S. Acoustical Post Testing. After the Final Inspection when the NIP Program Manager has certified completion, the building may be acoustically tested. Should the improvements fail to meet the acoustical objectives known for a specific treatment, the NIP Program Manager may order further corrective measures to be undertaken by the Contractor. Testing will be performed by the NIP Program Manager. 1.09 SPECIFICATION FORMATS AND CONVENTIONS A. Specification Format: The Specifications are organized into Divisions and Sections using the 16-division format and CSI/CSC's "Master Format" numbering system. B. Specification Content:The Specifications use certain conventions for the style of language and the intended meaning of certain terms,words, and phrases when used in particular situations. These conventions are as follows: 1. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates. 2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor. Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by the Contractor or by others when so noted. a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase. SUMMARY 01100 - 7 3657 1.10 ASBESTOS CONTAINING MATERIALS A. The Contract work shall require the removal, alteration, and/or disposal of regulated asbestos- containing materials. Such materials may include exterior stucco, gypsum board, joint compound, and Skim coats (applied texturing). The Contractor shall perform the work in accordance with Volume 3 of Asbestos&Lead Based Paint Inspection Reports and Asbestos Remediation Specification and with all applicable local,state, and federal regulations regarding such work. 1.11 LEAD-BASED PAINT A. Lead-based Paint may be present at doors,windows,woodwork, and other materials that may be disturbed by the work of this Contract. The Contractor shall perform the work in accordance with the requirements of the Toxic Substances Control Act, Section 406 b, including but not limited to,the procurement and distribution of the lead hazard information pamphlet "Renovate Right. Information for Families, Child Care providers and Schools"as referenced therein and at no additional cost to the Sponsor. The Pre-Renovation Notification form shall be used to document notification efforts. The Contractor shall obtain copies of all signed Pre-Renovation Notification forms and submit in electronic PDF format to the NIP Program Manager. B. The Contractor shall make advance notifications to Property Owners and tenants no more than sixty (60) days prior to commencement of renovation activities. Advance notifications shall include any renovation activities that were previously canceled or postponed during the prior 60-day notification period. The Contractor shall obtain copies of all signed Renovation Notice forms and submit in electronic PDF format to the NIP Program Manager. C. The Contractor shall perform the work in accordance with Volume 3 of 4 Asbestos & Lead Based Paint Inspection Reports and Asbestos Remediation Specification and with all applicable local, state, and federal regulations regarding such work. 1.12 ENVIRONMENTAL PROTECTION A. Pollution of natural resources such as air, soil, or water by operations under this Contract shall be prevented, controlled, and abated in accordance with all local, state, and federal rules, regulations, and standards. 1.13 MISCELLANEOUS PROVISIONS A. Furniture Moving: The Contractor shall include in his/her bid up to 2 hours of labor in each Property, for the purpose of moving furniture and personal items out of work areas covered under this Contract. B. Disturbances: The committing of nuisances on the subject Properties and adjacent property shall be rigorously prohibited, and adequate steps shall be taken to prevent it. Any employee found violating this provision shall be discharged and not employed again on work under this Contract. SUMMARY 01100 - 8 3658 PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01100 SUMMARY 01100 - 9 3659 SECTION 01140 WORK RESTRICTIONS PART 1 - GENERAL 1.01 USE OF PREMISES A. Each residence is smoke-free. Smoking or the use of any other tobacco products will not be permitted on the Property. Alcohol, weapons, or illegal substances of any kind will not be permitted on the Property. Any persons found to be in possession of these items on their person or in their vehicles will be immediately escorted off the Property and permanently barred from returning. Workers must demonstrate good conduct at all times. Foul language, conduct, inappropriate clothing, jewelry, or markings will not be permitted. B. Use of Site: Limit use of premises to work in areas indicated. Do not disturb portions of site beyond areas in which the Work is indicated. 1. Property Owner Occupancy: Allow for operation and occupancy of site in all areas not actively under construction. 2. Drives and Entrances: Keep drives and building entrances clear and available to Property Owner, Occupant, Guests, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. a. Schedule deliveries to minimize use of driveways and entrances. b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site. C. Use only designated areas for storage of materials and equipment. See Contractor staging area shown on the Drawings. C. Use of Existing Building: Maintain existing building in a weather-tight condition throughout construction period. Repair all damage caused by construction operations. Protect building and its occupants during construction period. D. Sanitation: The Contractor shall be responsible for providing and maintaining adequate portable toilet facilities for its work crews, Suppliers, and those of its Subcontractors. The portable toilets shall be frequently serviced to prevent odors and nuisance. The quantity of portable toilet facilities, their locations and maintenance schedules shall be submitted to the NIP Program Manager for approval. The use of any other on-site toilet facilities or building grounds is expressly prohibited. E. Water and Electricity: Water and electricity as may be required by the Contractor or by Subcontractors during the progress of the work, shall be the responsibility of the contractor. Each Property Owner may allow the temporary use of on-site utilities at their discretion. The use of those utilities shall be in a manner acceptable to the NIP Program Manager and Property Owner. WORK RESTRICTIONS 01140 - 1 3660 F. Debris and Surplus Material: All debris and waste material, scrap, or salvageable material generated by the construction shall be removed by the Contractor to a designated on-site containment area on a daily basis. No on-site dumpster locations will be made available. Reference Volume 3 of 5-Asbestos&Lead Based Paint Test Reports and Asbestos Remediation Specifications. G. Daily Clean Up: Debris shall not be permitted to accumulate, and the work shall be kept satisfactorily clean at all times. The Contractor shall provide clean-up of all areas that its work or Subcontractors has dirtied to a vacuum clean condition at the end of each day. The Contractor shall make the utmost efforts to keep all areas of work and circulation clean, to cause the least possible disruption to building occupants. Failure of the Contractor to provide satisfactory cleaning may result in the Sponsor or the NIP Program Manager to direct others to clean up at the expense of the Contractor. The Contractor shall provide temporary floor covering to protect floors at entries, paths to work areas, and work areas. The Contractor shall also provide temporary covering to protect furniture in work areas. H. Temporary Scaffolding: The Contractor may erect temporary fixed scaffolding along the building facades to facilitate working access to above grade floors. The Contractor shall determine the scope and quantity of scaffolding required to safely perform the scope of work. The Contractor shall meet all OSHA requirements and submit proposed layout drawings showing dates and durations of scaffolding which coincide with the approved construction schedule for the NIP Program Manager's review and approval. The Contractor shall provide all necessary protections and site restoration necessary to minimize and repair all damages caused by his/her operations. 1.02 SECURITY BADGING, BACKGROUND CHECK, AND DRUG TESTING REQUIREMENTS See Volume 1 of 5 Special Provisions 12 for requirements of this Section. 1.03 OCCUPANCY REQUIREMENTS A. Full Occupancy: The Property Owner and/or tenants will fully occupy site and existing building during entire construction period . The Contractor shall perform the Work so as not to interfere with the occupant's operations. The Contractor shall schedule his/her work such that the buildings remain in an occupiable condition with all utilities and services provided. Portions of the building not actively being worked on must remain accessible and fully operational. Maintain safe egress paths to all exits. Any temporary shut-down of building services must be restored as soon as possible and at the end of each work day. The utmost in cooperation with the Property Owner and/or tenants is required during construction operations to minimize conflicts and facilitate occupant usage. B. Special Work Hours: See Section 1.08. 1.04 STORAGE OF MATERIALS AND EQUIPMENT A. At all times,the Contractor will be required to store, at minimum,two(2)weeks of required window and door products and supplies in a secure off-site warehouse. Storage of materials and equipment for this work shall be permitted solely at the Contractor's risk and shall be limited to areas specified in the Specification and reviewed by the NIP Program Manager. No liability or responsibility for said on-site and off-site storage shall be placed on the Sponsor. B. Store products in a manner that will facilitate inspection and measurement of quantity or counting of units. Products shall be grouped by address for verification purposes. WORK RESTRICTIONS 01140 -2 3661 1.05 PROTECTION AND SAFETY BARRICADING A. The buildings and premises included in the scope of this Contract are currently occupied. The work is to be done with as little inconvenience as reasonably possible and without danger to persons visiting or occupying the premises and the permanent structures within the project area. Special care must be exercised in the use of machinery so as not to constitute a source of danger or nuisance. When regulated by local building code or other authority, such requirements for protections shall be considered as minimum requirements and the Contractor shall be responsible for providing protection to meet such minimum requirements as may be required by public safety laws. B. Protective measures will be required to adequately protect the Property Owners, occupants and the general public from hazards resulting from contract work, to exclude unauthorized persons from the work, and shall be provided and maintained in good repair by the Contractor. All work areas shall be barricaded and fully manned to maintain traffic away from work areas. Work in progress shall not be left unattended until that portion of the work is complete, and the work area is cleaned and suitable for occupancy. Workers shall maintain sight of all tools and materials to prevent accidental injury. C. The Contractor shall install and maintain full dust protection within each Property and properly sequence the work to minimize natural breezes from cross ventilating the house. Prior to each window and door removal, the Contractor shall construct a "temporary reinforced scrim dust enclosure" at the opening. The enclosure shall be securely taped to existing surfaces to contain dust and debris within the enclosure for ease of clean up. The enclosure may remain in place until the window is fully installed and operational. Additionally the Contractor is required to provide protection to all floors and walls in each Property to prevent marking and damage. D. The Contractor shall take special measures to protect the occupants from noise, dust, and other disturbances. Complete the following on a daily basis: 1. Keep common circulation areas clean and unobstructed throughout the day. 2. Insulate work areas from occupied portions as far as possible. 3. Seal dust and fumes from contaminating the adjacent and occupied spaces. 4. Remove all dirt, dust, and debris created by the work of the Contract on the premises by cleaning, vacuuming, and washing as required and as directed, in order to leave the site in as clean a condition as existed prior to the start of the work. 5. Clean work areas at the end of each day with a HEPA-filtered vacuum. E. The Contractor shall take special measures to protect product, integrity of installations, and occupants from inclement weather conditions with reference to, but not limited to the following: 1. All exposed openings not in progress of work are to be protected with 6 mil poly vapor barriers to prevent excessive conditioned air loss and secure against inclement weather. 2. Sealant and caulking, when used under the environmental conditions outlined under Division 7 Thermal and Moisture Protection, shall be stored and handled to prevent deterioration by keeping joint substrates and sealers protected and dry as required. 3. The Contractor is solely responsible for maintaining suitable temperature and ventilation for painting and staining work. All wood surfaces are to be pre-primed before installation to minimize in-place finishing. No exterior painting/staining shall be undertaken if air or WORK RESTRICTIONS 01140 - 3 3662 surface temperature is below 50 degrees F nor immediately following rain or until frost, dew, or condensation has evaporated. A minimum interior temperature of 65 degrees F shall be maintained during application and drying of paint. Adequate ventilation shall be maintained at all times. 1.06 CONFLICT OF INTEREST In order to maintain the integrity of the schedule and to keep the lines of responsibility definite, the Contractor agrees not to enter into any contract either verbal or written with the Property Owner, involving the buildings covered by this Contract, unless specifically approved otherwise by the Sponsor. This agreement shall remain intact throughout the duration of the Contract. 1.07 SCHEDULE A. The Overall Contract has schedule requirements; see Division 1 Section 01100 "Summary" for additional information. B. The Contractor must confirm, in writing to the NIP Program Manager, that all inventory has been received and verified prior to each Property start. 1.08 SPECIAL WORK HOURS A. All work scheduling must be coordinated with the NIP Program Manager and approved by the Property Owner as part of the Overall Project Schedule. See Section 01100-Summary. Special work hours shall be requested in writing to the NIP Program Manager. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01140 WORK RESTRICTIONS 01140 -4 3663 SECTION 01250 CONTRACT MODIFICATION PROCEDURES PART 1 - GENERAL 1.01 SUMMARY A. This Section specifies administrative and procedural requirements for handling and processing Contract modifications. B. Related Sections include the following: 1. Division 1 Section 01600 "Product Requirements" for administrative procedures for handling requests for substitutions made after Contract award. 2. Volume 3 of 4 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications. 1.02 CONTRACTOR COMMUNICATION A. During the designated Contract construction period, the Contractor is required to communicate all approved changes to the construction schedule and/or construction scope of work to the NIP NIP Program Manager before the change occurs. Failure will result in the issuance of two (2) Deficiency Points for every occurrence of miscommunication (see Special Conditions SP-13 Deficiency Points). 1.03 MINOR CHANGES IN THE WORK A. The NIP Program Manager will issue supplemental instructions authorizing Minor Changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, on the following documents: AIA Document G710, "Architect's Supplemental Instructions". 1.04 ADDITIONAL INSTRUCTIONS A. The NIP Program Manager will furnish, with reasonable promptness, additional instructions, by means of drawings or otherwise as necessary for the proper execution of the Work. In giving such additional instructions, the NIP Program Manager shall have authority to make minor changes in the Work not involving extra cost and not inconsistent with the intent of the Work. B. All Drawings and instructions shall be consistent with the Contract, the full and true development thereof and reasonably inferable there from. The Contractor shall only perform Work consistent with the Scope of Work. CONTRACT MODIFICATION 01250 - 1 PROCEDURES 3664 1.05 PROPOSAL REQUESTS A. NIP Program Manager-Initiated Proposal Requests: The NIP Program Manager will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time on AIA Document G709 "Proposal Request". If necessary, the description will include supplemental or revised Drawings and Specifications. 1. Proposal Requests issued by the NIP Program Manager are for information only. Do not consider them instructions either to stop work in progress or to execute the proposed change. 2. Within 5 working days after receipt of Proposal Request,submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change. a. Include a list of quantities of products required or eliminated and unit costs,with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities. b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. C. Include an updated Contractor's Construction Schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time. B. Contractor-Initiated Clarifications or Changes: If latent or unforeseen conditions require clarifications or modifications to the Contract, Contractor may propose changes by submitting a written and sequentially numbered 'Request for Interpretation.' 1. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time. 2. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities. 3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. 4. Include an updated Contractor's Construction Schedule that indicates the effect of the change, including, but not limited to, changes in activity duration,start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time. 5. Comply with requirements in Division 1 Section "Product Requirements" if the proposed change requires substitution of one product or system for product or system specified. 1.06 CHANGE ORDER PROCEDURES A. All Proposed Changes requiring adjustment to the Contract Sum must first be submitted and approved by the FAA by implementing guidelines contained in "Standard Operating Procedure (SOP) Airport Improvement Program Construction Project Change Orders" (ARP SOP 07.00 effective Date 10/01/2015), included herein as Exhibit A. B. Change Order(s)will be issued to effect any substantive changes in the Contract such as Contract extensions,substitutions, exceeding the allowance and or as a Final Change Order on completion of the Contract. The Change Order will be issued on "Change Order"AIA G701 and will require signatures by the NIP Program Manager, Contractor and Sponsor. CONTRACT MODIFICATION 01250 -2 PROCEDURES 3665 PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01250 CONTRACT MODIFICATION 01250 - 3 PROCEDURES 3666 Exhibit A Standard Operating Procedure (SOP) Airport Improvement Program Construction Project Change Orders (ARP SOP 07.00) CONTRACT MODIFICATION 01250 -4 PROCEDURES 3667 AV,,ly A • `` FAA 07.00 7 o Airports �fMrs VLac Effective Date: 10/01/2015 Standard Operating Procedure (SOP) Airport Improvement Program Construction Project Change Orders A. PURPOSE The purpose of this SOP is to establish uniform procedures for the Federal Aviation Administration (FAA) Office of Airports (ARP)that address reviewing and approving Change Orders for airport construction projects. B. SCOPE The scope of this SOP applies to all Change Orders for airport construction projects funded in whole or in part under the Airport Improvement Program (AIP). The scope is limited to the review and approval of Change Orders associated with a project that is underway or with the close-out process at the end of the project. This SOP does not address funding decisions associated with Change Orders. C. CANCELLATION This is the first version of this SOP, so it does not cancel a previous version. D. APPLICABLE REGULATIONS, POLICY,AND GUIDANCE Requirements identified within this SOP originate in or are further described in various FAA publications including Orders,regulations, and Advisory Circulars. See the current versions. 1. Title 2 Code of Federal Re lations 200.3231 2. FAA Order 5100.38, Airport Improvement Program Handbook 3. Advisory Circular 150/5370-10, Standards for Specifying Construction of Airports Title 2 Code of Federal Regulations 200.323 replaced Part 18.36 after December 26,2014. 3668 ARP SOP No. 7.00 Effective Date: October 1, 2015 E. AIP CONSTRUCTION PROJECT CHANGE ORDER REQUIREMENTS AND OBJECTIVES The AIP Handbook(FAA Order 5100.38)requires FAA Airports Personnel (FAA Airports specialists or FAA Airports staff in Regional offices and Airport District Offices)to review Change Orders associated with construction contracts. The objective of this SOP is to provide a common understanding, frame of reference, and minimum requirements for the processing of AIP Change Orders by FAA Airports staff. F. LIMITATIONS OF THIS SOP The following limitations apply to this SOP: 1. This SOP only addresses the actions necessary for the review and approval of change orders on AIP-funded construction contracts. 2. This SOP is not applicable to the review and approval of construction Change Orders on Passenger Facility Charge (PFC) funded construction projects. 3. This SOP is not applicable to the review and concurrence of Supplemental Agreements. 4. This SOP addresses procedures for complying with existing FAA policy. This SOP does not establish or modify FAA policy. 5. This SOP will not focus on funding decisions associated with a Change Order. G. IMPLEMENTATION This SOP will be implemented in accordance with FAA Order 5100.38D, Airport Improvement Program Handbook. H. DISTRIBUTION This SOP is distributed to the Federal Aviation Administration (FAA) Airports Organization (ARP) and all interested parties. The SOP will be available electronically on the Airports section of the FAA website. L CHANGE TABLE Date of SOP Page Reason for Change Change Version Changed I I 3669 Effective Date: October 1, 2015 ARP SOP No. 7.00 Elliott Black 9/21/2015 Director, Of'ic& irport Planning and Programming Date N „ , ww Michael J„ 'Donnell 9/14/2015 Director, Office of Airport Safety and Standards Date /-fi Byron K. Huffman Carolyn Read Manager, Alaskan Region Airports Division Manager(Acting), Northwest Mountain Region Airports Division Jim A. Johnson Manager, Central Region Airports Division Winsome A. Lenfert Manager, Southern Region Airports R � Division Debbie Roth 1_3 j Manager, Eastern Region Airports Division Ignacio Flores Manager, Southwest Region Airports A ,f Division Susan Mowery-Schalk Manager, Great Lakes Region Airports Division Mark A. McClardy r Manager, Western-Pacific Region Airports Division Mary T. Walsh Manager, New England Region Airports Division 3670 ARP SOP No. 7.00 Effective Date: October 1, 2015 Table of Contents 1. Roles and Responsibilities........................................................................................................ 1 1.1. Airport Sponsor ................................................................................................................1 1.2. FAA Airports Personnel...................................................................................................1 2. Process and Procedures............................................................................................................2 2.1. General Characteristics of Change Orders....................................................................2 2.2. Standard Change Order Process.....................................................................................3 2.2.1. Step 1: Receive Change Order from Sponsor........................................................... 4 2.2.2. Step 2: Screen Change Order for Adequacy of Information..................................... 4 2.2.3. Step 3: Evaluate Change Order for Eligibility..........................................................4 2.2.4. Step 4: Initiate Correspondence for Action Taken ................................................... 6 2.2.5. Step 5: Archive Correspondence in Grant File......................................................... 8 2.3. Emergency Change Order Process..................................................................................8 2.3.1. Step 1: Initial Coordination....................................................................................... 9 2.3.2. Step 2: Follow-On Coordination............................................................................. 10 2.3.3. Step 3: Initial Approval Action............................................................................... 10 2.3.4. Step 4: Revert to Standard Change Order Process.................................................. 10 AppendixA. Glossary...............................................................................................................A-1 AppendixB. Change Order Contents.....................................................................................B-1 Appendix C. Samples of Change Order Correspondence.....................................................C-1 C.1. Sample: Change Order Approval Correspondence.................................................C-1 C.2. Sample: Change Order Disapproval Correspondence............................................C-3 AppendixD. List of Steps.........................................................................................................D-1 D.1. Standard Change Order Process...............................................................................D-1 D.2. Emergency Change Order Process............................................................................D-1 iv 3671 Effective Date: October 1, 2015 ARP SOP No. 7.00 1. ROLES AND RESPONSIBILITIES I.I. Airport Sponsor As the recipient of an AIP grant, the airport sponsor must conform to the terms and conditions of the grant agreement and the obligations established under the associated grant assurances. As such, sponsors are the contractual authority that administers any proposed contract Change Order. Sponsors are responsible for settling all contractual and administrative issues that arise from their procurement actions. To remain eligible, such actions must conform to the approved scope of work as defined in the Grant description and the accepted plans and specifications. As they pertain to Change Orders, sponsor responsibilities include: l. Maintaining records that detail the significant history of their procurement actions, including Change Orders. 2. Documenting a clear and accurate description of the technical requirements for the material,product, or service to be procured. 3. Preparing an independent estimate prior to receiving a Change Order proposal from the contractor. 4. Performing some form of a cost or price analysis for all contract modifications. 5. Negotiating profit as a separate element of price for each Change Order in which a cost analysis is necessary. 6. Making available to the FAA specialist all required documentation, which may include additional supporting documentation as requested by the FAA specialist. 7. Providing justification for why the Change Order is necessary for completion of the AIP- funded project. 1.2. FAA Airports Personnel FAA Airports Personnel are responsible for reviewing the sponsor's Change Order request and determining if the Change Order is eligible and justified for potential funding under an AIP grant. Their responsibilities include: 1. Reviewing all Change Orders to determine AIP eligibility. 2. Determining whether a portion of the Change Order cost or associated costs (i.e., design or inspection costs) are due to errors and omissions. 3. Ascertaining whether additional costs are directly related to the approved scope of work and are necessary to accomplish the project. 4. Verifying Change Order elements conform to AIP standards and requirements. 5. Preparing correspondence documenting the FAA specialist's determination of AIP eligibility. 6. Archiving the eligibility decision in the project file. 1 3672 ARP SOP No. 7.00 Effective Date: October 1, 2015 2. PROCESS AND PROCEDURES 2.1. General Characteristics of Change Orders Change Orders occur on AIP-funded projects for a variety of reasons. Some Change Order work items may be eligible while other work items may not. Change Order work items that are otherwise allowable under the AIP may become ineligible if the sponsor does not conform to AIP requirements for establishing reasonableness of price. It is the FAA specialist's responsibility to evaluate each Change Order item for AIP eligibility based on • Allowability • Justification • Reasonableness of price Table 2-1 addresses common Change Order types and useful information associated with each type. A sponsor's Change Order may include one or more of the Change Order types depending on the specific Change Order situation. Table 2-1. Types of Change Orders . . � p i u�����lll����l�����I uuuu m ii uituiu a uu u�u uuui iuui uui a u� uuuu uuou uu uuu uVuuuiuu�u uuui�uuui ui�ui uillliuiu uuui ui uu ui�uiuu�uiiouu�a uu ui�u ui uiii u A5at Prc �� pfal+dd quantify sa �easattkste p6risd'fFay rtsky'� t (if W&I be/Ji ft� Itc�J1 t estafaf tYrd of tht rtie ssary tproject lon paro patrtgxttn unrt tc�praa 4lle k3criple � , pnc£'s r�td a roiud4 � viiiiiiiii " it� If fk 4� andy ntract aascs tat grant, Erfsrb � unrt pncod aaant WorkIem do riot bd s'0bJecf t q rrt y approved 6 a 1i trr�d�. rnafot ccxrsact II�IIIIII I III ® u • Eligible if within • Additional • The sponsor • The sponsor u ujuq approved scope quantities should needs to perform should establish a of work. be limited to that some form of firm fixed price • Non-participating necessary to price analysis or before starting if outside of complete work as cost analysis. extra work. approved scope intended by The sponsor If uncertain about of work. approved scope. needs to provide the level of effort, • Ineligible if not assurance that it duration,and/or permitted by AIP. conducted a price material costs, or cost analysis. the sponsor • Ineligible if should not permit outside of the establishment approved scope of a firm fixed of work,even if price for the extra increase is due to work. Instead,the favorable bids. sponsor may use a time and material contract method upon approval by FAA. 2 3673 ARP SOP No. 7.00 Effective Date: October 1, 2015 IIII!!!IIIIIIII II�III puuu p ui�uiu a uu u�u uuui iuui uui a u�� uuuu uuou uul uuu ii uVuuuluu�u uuuiluuul ui�ui uillliuiu uuui ui uu ui�uiuu�uiiouul a uu ui�u ui uiil u • Altering materials or construction methods,post- bid,can result in a modification to AIP standards. Unless explicitly approved by the FAA, modification to AIP standards are not allowed. r « tt #rr� • Ad�t�#�6��1Extst�r�� III �tpTo1feCt Ctuaf # �olitd,,,,, pry iiiiiiiiiii decay zf wo�K����������iiiiii, bd trp� d tc� 1 # reasakeesepc ,,,,, Non a a#t neeessary t #Stts dd ht O d a � p r u e criptej � ,a ,,, corit�ac#u # are Petty r ;�d�d(� � pees::% a I'oveCt o ,,.,:. '„ p I?C , ,�iiiiiiii =mOn ed eerp provsopat „ ap r,rat y F • P �ttdspcspsof p ur s1h u'U d Jg'n try d pr #suc �������� t p ,to p tfi #ga pe i% rtys Inettgtb# # afapdar fl'ofp cost��i3 �,,,,,���rii rya eopdrtrops Cdr'dc� uep approve d srsd ,,,, readtr avaste covf d key ofiiiiiii�/////////������ diiiii TBE urtde Ris/ (T } e##fq Jt� d "trtstt arfc :,,,,x d spcspsoftc ao rep akrte COTit� Ct butdefed ffou� v ra#esbdfgf po� rrf a staqgx� elftCtt tY1a f r® r ., • Allowability • The sponsor • Same as quantity • Corrective depends on the should adjustment and Change Orders circumstances of demonstrate why new work item can result in the Change Order corrective action secondary project and only those or measure is cost increases costs directly necessary. such as additional necessary to . If the sponsor design and accomplish the proposes an inspection fees. project may be alternative • Such secondary approved. solution,the costs may or may • AIP cannot alternative must not be AIP participate in demonstrate an eligible. costs associated equivalent with re-work. product to what is • Participation in in the accepted additional work plans and due to errors and specifications. omission requires an evaluation of costs to determine what reasonably would have been incurred under 2 3674 Effective Date: October 1, 2015 ARP SOP No. 7.00 a III � � ��� IIIIIII IIIII IIIII IIII IIIIII IIIIII IIII IIIIIII IIII IIII IIIIII IIII I� ��IIIIII the project if the error or omission had not occurred. IIUII IIIII IIIIIII IIIIII(IIIIIII ���""""" � � """ I� � 4�m�t�'tri���Ip/4�r�' i Thr,�p6r��r � (�mrt�����Cj��lfil� ♦ fie * pull i m caa5 scldptai f�ctr f+ff Itom c I rh Vr rl affect try a !9� rtr ,,,,,,, reartiabt€ tft prtCf flpEI lletrty cif;;; 16, taksl� „ *S t i prof t... ,,,,,,,; mr r� «fork curr�,ti�ceri riiiiiiiii mafc��� puce � �, � �dpYbn: fhb pr�jf�,ct��c� � Omrt���p�l�lal apprut ;' ntrsttiy kith of ... u® �IIIIpI®uulpuuuuu�iiiliii�Ilpltuu III Allowability will Justification will Not applicable A no cost Change depend on the depend on the Order could circumstances of circumstances of increase or the Change the Change decrease Order. Order. secondary project costs such as design or inspection fees for period of IIII IIII I performance. IIIIII IIIIIII IIIIII a III � � ��� IIIIIII IIIII IIIIIII IIII IIIIII IIIIII IIII IIIIIII IIII IIII IIIIII IIIIIIIII IIIIIIIII I� ��IIIIII 2.2. Standard Change Order Process The standard process for reviewing a Change Order assumes sufficient time is available for the sponsor to properly define the scope of the Change Order work item and to negotiate a firm fixed price that is fair and equitable. The process for administering an emergency Change Order differs slightly from the standard Change Order process. Refer to Section 2.3 to learn more about emergency Change Orders. Figure 2-1. Standard Change Order Process MW � r � r olliollioll 3 3675 ARP SOP No. 7.00 Effective Date: October 1, 2015 2.2.1. Step 1: Receive Change Order from Sponsor Unless specifically requested by the FAA specialist, the sponsor does not have to obtain prior FAA approval for contract changes. However, if a sponsor proceeds with a contract change without prior FAA approval, it is at the sponsor's risk. The FAA specialist's review at a later date determines which portion of Change Order costs are eligible for AIP participation. Sponsors that submit proposed Change Orders to the FAA for review prior to execution can avoid incurring costs for work items the FAA determines are ineligible. Sponsors may not request reimbursement under the AIP for any Change Order work item unless the FAA has approved AIP participation in the Change Order work item. 2.2.2. Step 2: Screen Change Order for Adequacy of Information This step represents an efficiency measure to limit the time spent reviewing a Change Order that has inadequate documentation or that is clearly not eligible. 1. Verify if the Change Order addresses work associated with the approved scope of work. If the extra work does not fall within the approved scope of work, the FAA specialist may end the review with a non-approval determination. 2. Verify if the provided documentation is sufficient to allow the FAA specialist to evaluate the Change Order for AIP eligibility. Refer to Appendix B for Change Order documentation. Contact the sponsor if documentation is insufficient. 2.2.3. Step 3: Evaluate Change Order for Eligibility 2.2.3.1. Evaluate Change Order for Allowability To verify the sponsor's due diligence, the FAA specialist reviews the Change Order to determine if the extra work is allowable or if deleting a contract work item causes project elements to become non-allowable. To be allowable, the work item costs must be necessary to accomplish the original scope of work, as per the grant agreement and accepted plans and specifications. The evaluation of allowability involves the following checks: 1. Verify the extra work does not involve non-allowable work as established within FAA Order 5100.38, AIP Handbook. 2. Verify the extra work conforms to applicable FAA Standards for design and construction (e.g., AC 150/5370-10 and AC 150/5300-13,Airport Design). 3. Verify the Change Order does not adversely affect compliance with applicable AIP procurement requirements such as Buy American Preferences and Disadvantage Business Enterprise participation: a. Buy American Preference. For new contract work items, evaluate the item for conformance with AIP preference for 100-percent U.S.-made product. If the item is less than 100-percent U.S. domestic product or if it is not already included on the FAA-approved list of Buy American waivers, the sponsor must obtain appropriate 2 This does not apply to necessary contract quantity adjustments,which are permitted under Section 90 of Advisory Circular 150/5370-10. 4 3676 Effective Date: October 1, 2015 ARP SOP No. 7.00 information from the contractor to support a permissible waiver. If the Change Order is deleting a work item, the FAA specialist must assess the effect the deletion may have on any previously approved Buy American waiver. Note: Under an FAA AIP Buy American Type III waiver, it is possible the new U.S. domestic product content may drop below the previously approved percentage or even below the 60-percent permissible threshold. b. Disadvantaged Business Enterprise (DBE). Assess the effect the Change Order may have on the previously accepted DBE participation percentage for the project. A Change Order that removes work items proposed for a DBE firm will likely result in an overall lower DBE participation percentage from that approved at the time of contract award. The sponsor may need to encourage the contractor to identify other opportunities for DBE participation that fulfill the original obligation. c. Davis-Bacon. Assess whether or not the current wage rate schedule incorporated into the contract addresses the labor classifications necessary for the Change Order work. The current wage rate schedule may need to be incorporated into the Change Order. 2.2.3.2. Evaluate Change Order for Justification The FAA specialist evaluates the Change Order work items to determine if the extra work or deleted work items are justified. FAA Order 5 100.3 8 addresses three basic tests to establish justification: 1. Work Advances AIP Policy. The added work items must be consistent with AIP goals that address agency objectives such as safety, security, environment, capacity, and preserving airport infrastructure. 2. Actual Need. The sponsor must demonstrate to FAA satisfaction why it is necessary to add or delete the work item(s) addressed in the Change Order in order to complete the project as intended under the original approved scope of work. The FAA specialist evaluates the Change Order to determine: a. If the sponsor has established need for the Change Order. b. If the Change Order addresses re-work due to errors or omissions. c. If a request to increase contract time is supported by documentation that demonstrates delays were due to circumstances outside of the contractor's control. 3. Change Order Scope Is Appropriate. The extra work must be necessary to carry out the project so a useable unit results at the conclusion of the project. The FAA specialist evaluates the Change Order to determine: a. If the additional work item exceeds FAA standards, resulting in unnecessary costs. b. If the additional work items meet applicable AIP standards for design and construction. c. If deleting work items alters the original approved scope of work. 2.2.3.3. Check for Reasonableness of Costs The FAA specialist makes the final determination of cost reasonableness as outlined in Chapter 3, Section 14, of FAA Order 5100.38, AIP Handbook. The FAA specialist makes this 5 3677 ARP SOP No. 7.00 Effective Date: October 1, 2015 determination by issuing correspondence that conveys approval,partial approval, or disapproval. In making this determination, the FAA specialists relies on a statement signed by the sponsor that it has performed either a price or cost analysis and that it recommends the FAA accept the price as fair and reasonable. The FAA specialist may ask the sponsor to submit additional documentation (e.g., documentation that supports the price/cost analysis, bid abstracts from recent projects, etc.)to support a determination of a fair and reasonable price. 2.2.4. Step 4: Initiate Correspondence for Action Taken 2.2.4.1. The FAA specialist prepares and submits correspondence that conveys to the sponsor a determination of AIP eligibility. There are three potential Change Order actions and correspondence: 1. Approved 2. Partially Approved 3. Disapproved 2.2.4.2. Because the sponsor has the option to submit changes as they occur or at the end of the project, the FAA specialist can address each Change Order individually or collectively at the end of the project, but also should not purposely refrain from making a determination of eligibility until the end of the project. 2.2.4.3. The FAA specialist can use any of the following forms of correspondence: • Hard copy letter • Emailed copy of the action letter(approval,partial approval, disapproval) • Email 2.2.4.4. In all cases, the correspondence must address the following minimum elements in Table 2-2 for the type of action being taken. Table 2-2. Change Order Correspondence uull u�ltll mEl IIII ;,IIIII IIIII ui�uui�uui m ponso, err opt Ala At Na ,4rr fJa Po -10, an • oxract6rt r(rf * C�Srsfract 1,l detrffirf * Corsfract 1der� (rf p ttca....... ap stfe kst j,,,, IIIII IIIIIIIIIIIIIII�IIIIIIIIIII II + �I Y �dV lue V', e.g., Change Order e.g., Change Order e.g., Change Order No. 5 No.5 No. 5 aee ® ,,,,,CpproYl]�5 on f �Pat,4pprsv iiii � �tpr43/€"#t�aC1f III ° .; spoh �"s ubm�tted tssapn �3ortisef's # ar �K' �, �d000 �t crtf tton" ; tag rb Viul a �I a�I ®lull ���I��Ilug�l Illlpuulj uuuuuuullllllllll��ll�llplllll . �,,,,;,n W Approved Change Approved Change Restrictions on IIIIIVu m uuum mluum u t 6 3678 Effective Date: October 1, 2015 ARP SOP No. 7.00 lEm ll II 11111u1� ;IIIII Order items Order items including non- participating work: - The incorporation of non-participating work items must not directly or indirectly result in additional costs to the AIP- eligible portion of the project. - Maintain separate and accurate cost accounting of the non-participating costs that will permit a third-party auditor to quickly verify proper cost allocation. plllll II , llllllllllillliul �uulll®IIIIIIIIIIIIIIuI�IIIIIIIIII IIII III IIIII'. r Ahl of appr�oye� +� ��st �of n�5�� • Nrat�p( � f �t,,,,,, Chagt;„�rdar cots part�e�pattn� ;�� pa�tic�patlrf�' :rrss - TCexptarkff ,,,,,,,,,,,,,,,,, apr�3Y ( eft s m p® • Amount of approved • Amount of approved • Not applicable contra extension contract time disapproved and tim extee extension uupul a Vuuuuuuuul gpuuuuliuuiuuuuuiuuuuiuuuuuuuuuuiugllpl ;;,:,, ®t ® U Y® >III iiiireT�15 d t rm�r�aticsr� • 1 hls( t jllliha ,p l VVV V V VVV VV V VV VV VVV V�����V�U� V ulk��IuVVI V�����IVV VVV VVVV vii�® sote r fir t p p We r for t o pose,,,,, et asta} yn5stan eigbry essts agbrlt rscr�sts undexah�a progfarli.T1c#erf,,,,,, progfarf� T1[s actkrri,,,,, dcdt rere rttc� s met reret committr�entc�rr�rf���1���� fu�de ����ti�5rs ft�n�e ork ;,r �l , grarrt bkrttgatrkkrs ,�,,, obli a/JJo,// i • '`Cur preuaj with the , "Cur 'prevJ nth } tncrease rn Cbr�ra ct Increasers Co raprtAf rrpr er�t ifi addtt4rrat ctac aq ( srttra �t me err C Srf t fir ccrh t c tease �"1��i�rtccs�p6ra#l�rr��„ rrrr55r�pa�tsat�g, orK"';, Ir eu t no/ I o ec nd€ !Itr e ...e.nC.. t. r ........ ......... 7 3679 ARP SOP No. 7.00 Effective Date: October 1, 2015 lEm ���1���p1� ;IIII A1P �lbt�;„pcsrttc}�i�I d prof � � s�ts�fat�„arid���t�rat�; ; c�s�t�cetsur�i�r�g��, d that Will p rri t # rd p�rkY a ��t�t�ufckty ;, of prsp ;dc�st,,, iu91!!!IIIIIII IIIIIII IIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII qll Ip, u puiiugpulul I® . Forward one copy "Forward one copy Not applicable (preferably emailed (preferably emailed pdf)of the executed pdf)of the executed Change Order to my Change Order to my attention as soon as it attention as soon as it is available." is available." • Indicate details of this • "Indicate details of this Change Order on your Change Order on your as-built drawings." as-built drawings." ll�l,illll ul�p,IIIIIIIIUIIIuI ullllluill ulullllillllll IIIIlluulllull ilu Illiul •„`Ntppttcafteapptrcabt� Nitpptr�abt 2.2.5. Step 5: Archive Correspondence in Grant File The FAA specialist should archive the correspondence in the grant document file. 2.3. Emergency Change Order Process An emergency Change Order addresses extra work that the sponsor and the FAA mutually agree is time critical for mitigating an immediate safety or airport operational concern or addressing differing site conditions that have the potential to adversely impact the project's progress. Emergency Change Orders can result in premium prices for Change Order work. The application of the emergency Change Order process should be limited to situations where it is absolutely necessary. Insufficient planning and convenience are not adequate reasons to use the emergency Change Order process. Administration of emergency Change Order work differs from the standard process in that it is typically in the best interest of the FAA to immediately commence extra work rather than wait until the standard process is finished. Initial coordination of emergency Change Orders is typically via telephone or email. The complete description of the work may not be readily available to allow a contractor to determine the necessary level of effort and risk that may apply. A valid emergency Change Order is a situation where the time and material (T&M)payment approach is justified under the AIR The steps for administering an emergency change will vary according to the extent and context of the emergency. Generally, the Change Order process for valid emergencies begins with required immediate actions but concludes with steps from the standard process flow. 8 3680 Effective Date: October 1, 2015 ARP SOP No. 7.00 Figure 2-2. Emergency Change Order Process Y Y'JYYYYYI,,,JJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJ YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY Y , Y , YY , Y > > Y ,Y , Y ,YY Y IYY yYll JlyYlIYY yYI,/IyYyy//yYl!/liJYyyllJJyyIIPYyyI,yY/I/I pI! Yyyl,yyyyy YYYYYYY Y°�� /���/�� �� ��/���J ������� ��lll,�///�/��ll 111111 JJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJ 2.3.1. Step 1: Initial Coordination 2.3.1.1. Initial coordination will generally be either verbal communication (i.e., telephone conversation) or by email. If initial coordination is verbal, the FAA specialist should request the caller to follow up the phone conversation with an email that documents the main discussion points. 2.3.1.2. When initially discussing an emergency Change Order, the FAA specialist should address the following issues: 1. What happened? 2. What are the immediate consequences? a. Are airport operations adversely affected? b. Are there immediate construction safety issues? 3. Is the Change Order allowable and justified? Note: Characterizing the situation as an "emergency" does not make the work automatically eligible. a. Example 1: Immediate replacement or stabilizing of an isolated pocket of unsuitable subgrade may be eligible. b. Example 2: Mitigating subgrade due to discovery of hazardous contamination may not be eligible. 4. What conversations has the sponsor had with the Contractor about corrective action? 5. How will Change Order costs be established? a. For some emergency work items, cost data from current project(i.e., bid prices) and recent AIP projects may be sufficient to establish reasonableness of costs under a price analysis approach; b. For most emergency work items, it may be impractical to determine the extent of work or the level of required effort. In such cases, a time and material contract is 9 3681 ARP SOP No. 7.00 Effective Date: October 1, 2015 appropriate provided the sponsor is made aware of the constraints associated with a T&M approach. 2.3.2. Step 2: Follow-On Coordination While the coordination may be verbal at first, the FAA specialist should emphasize use of email to document discussions with the sponsor and the consultant. File copies of such email discussions in the grant project file. 2.3.3. Step 3: Initial Approval Action Once the sponsor provides sufficient information to provide direction to the contractor, the FAA specialist may grant initial approval of the emergency Change Order. The type of initial approval will depend on the specific circumstances of the emergency. 1. Conditional Approval. Send an email offering approval with additional work conditioned on the following: a. The sponsor can base the extra work item cost on existing contract unit prices. b. The FAA will establish a not-to-exceed value with the sponsor. c. The FAA will require the sponsor to submit a formal Change Order with final costs. 2. Provisional Approval. Send an email offering provisional approval: a. When the extent and effort required of work items are not initially known; b. Advising the sponsor that given the unknown circumstances of the emergency action, anticipated costs will be determined eligible,provided they are allowable under AIP and justified for the project. 3. Permit Use of Time and Material(T&M) Payment Approach. If using this type of approval: a. Require the sponsor to negotiate a value for profit to be used in the T&M; this may be a firmed fixed value or may be incorporated into a burdened hourly rate for the laborers. b. Require the sponsor to establish a ceiling price that cannot be exceeded unless at the contractor's risk. c. Require the sponsor to provide active oversight of the contractor's performance to establish the level of effort and efficiency. The sponsor must maintain detailed notes documenting the contractor's performance. 2.3.4. Step 4: Revert to Standard Change Order Process 2.3.4.1. Once the emergency work is fully defined and the level of effort necessary to carry out the remaining emergency work is known, the sponsor should consider reverting to a firm fixed price Change Order if it is practical to do so. If not, the agreements that are informally in place may continue. However, the sponsor should proceed with establishing a standard Change Order to cover this work. 2.3.4.2. Once the sponsor submits the standard Change Order, the FAA specialist should review the Change Order similar to a standard process but starting at Standard Step 3 (paragraph 10 3682 Effective Date: October 1, 2015 ARP SOP No. 7.00 2.2.3). Since the FAA specialist should already be well informed of the Change Order details, the review of Standard Steps 3-5 (paragraphs 2.2.3-2.2.5)will likely be cursory. The intent of this second review is to verify that the agreed-upon elements of the initial approval are still valid with the formal Change Order. 2.3.4.3. The FAA specialist completes the emergency Change Order process by initiating an approval/partial approval/disapproval letter per Standard Step 4 (paragraph 2.2.4) and archiving the letter action and supporting documentation per Standard Step 5 (paragraph 2.2.5). 11 3683 ARP SOP No. 7.00 Effective Date: October 1, 2015 This page intentionally left blank. 12 3684 Effective Date: October 1, 2015 ARP SOP No. 7.00 APPENDIX A. GLOSSARY 1. Accepted Plans and Specifications: approval based on airport sponsor self-certification as defined in FAA Order 5100.38. 2. Approved Scope of Work: synonymous with"Project" as defined in Section 10 of AC 150/5370-10. 3. Bid Item: synonymous with"Contract Item" as defined in Section 10 of AC 150/5370- 10. 4. Burdened Rate: the allocation rate at which indirect costs are applied to the direct costs of either labor or inventory. 5. Change Order: See Section 10 of AC 150/5370-10 for a definition of"Change Order" as it applies to this SOP. 6. Contract Item (Pay Item): See Section 10 of AC 150/5370-10 for a definition as it applies to this SOP. 7. Corrective Change Order: a Change Order issued to either correct work already completed or to prevent a design deficiency from occurring. Corrective Change Orders are typically a result of an error, omission, or design change. Corrective Change Orders that are preventative may be eligible. Corrective Change Orders that cause re-work may not be fully eligible. 8. Deductive Change Order: a Change Order issued to reduce the contract work by deleting a contract work item (i.e., omitted work) or removing a contract requirement. 9. Emergency Change Order: a Change Order that requires urgent action to avoid a significant delay to the project critical path or to mitigate an immediate airport safety or operational deficiency. 10. Extra Work: See Section 10 of AC 150/5370-10 for a definition of"Extra Work" as it applies to this SOP. 11. Omitted Item: work/contract/bid items that are being deleted from the original approved project scope. See Section 40 of AC 150/5370-10. Synonymous with a deleted work item. 12. Project: See Section 10 of AC 150/5370-10 for a definition as it applies to this SOP. 13. Supplemental Agreement: See Section 10 of AC 150/5370-10 for a definition of "Supplemental Agreement" as it applies to this SOP. 14. Time and Material: contract methods that allows acquiring material and services on the basis of negotiated burdened labor hours (i.e., wages, overhead, general administrative expenses, and profit) and materials at cost. The time and material method is appropriate only if other contract methods are not suitable, and if at the time of the procurement action, it is not possible to estimate accurately the extent or duration of the work or to estimate costs with any reasonable degree of confidence. 15. Usable Unit of Work: See Table Al of FAA Order 5100.38 for a definition of usable unit of work as it applies to this SOP. A-1 3685 ARP SOP No. 7.00 Effective Date: October 1, 2015 This page intentionally left blank. A-2 3686 Effective Date: October 1, 2015 ARP SOP No. 7.00 APPENDIX B. CHANGE ORDER CONTENTS The sponsor Change Order may address individual work items or they may include multiple work items. When applicable, Change Orders under an AIP-funded construction project should contain the following basic components and supporting documentation. Note: FAA Order 5100.38 allows the FAA specialist to request additional documentation as necessary to determine AIP eligibility. 1. General Change Order Information 2. Airport Name 3. AIP Grant Number 4. Project Description (i.e., Reconstruct Runway 02/20) 5. Contract Identifier: if the AIP grant includes more than one prime contract(i.e., Contract Number, Contractor Name, or Work Scope Number) 6. Change Order Sequence Number 7. Description of Construction Change Order 8. Justification for the Construction Change Order. The Change Order a. Should clearly explain and document the circumstances that necessitated a Change Order. Examples include unforeseen site conditions, work necessary to have a usable unit at the close out of the grant, and omissions in the plans and specifications that could not have been foreseen during the project design phase. b. Must provide sufficient information to allow the FAA specialist to determine if the Change Order work is the result of an error or omission on the part of the airport consultant. c. Must document that the change is needed and directly related to the work identified in the grant description rather than an afterthought, do-over, "nice to have item," or maintenance after construction. d. Must provide enough information to allow the FAA specialist to determine that the changes are consistent with FAA standards or provide the disposition of any modifications to standards. e. Must address the reason for any proposed contract time extensions or modifications (i.e., document the abnormal conditions or circumstances and how it affected the original project schedule). This should include a discussion of liquidated damages. 9. Cost Reasonableness a. The sponsor must perform either a price or cost analysis with every Change Order. b. The sponsor must prepare an Independent Cost Estimate (ICE)prior to receipt of the contractor's proposal. Evidence of this must be by signature of preparer and date the estimate was prepared. c. The sponsor must provide the FAA a written statement that addresses the type of analysis they used to establish a fair and equitable price for the extra work. B-1 3687 ARP SOP No. 7.00 Effective Date: October 1, 2015 d. The statement should typically include a recommendation to accept their analysis as evidence of cost reasonableness. e. The FAA specialist has the final determination on whether the costs are reasonable. 10. Consequences of Change Order Attachment a. The sponsor's attachment should address the consequences of the Change Order, contract time, and related services. b. The sponsor's attachment must address itemized cost breakdown of the associated costs and include the original contract value (FAA federal share) and cumulative value of contract to-date (with all Change Orders). c. The attachment must justify, in accordance with AC 150/5370-10, the original schedule and any proposed changes to schedule (Change in Contract Time). d. The attachment should indicate any effect on other costs such as engineering, construction management, or inspection. 11. Conformance to AIP Standards and Regulations a. The Change Order documentation should include a statement addressing conformance to AIP standards and regulations. The following are some of the more common FAA Standards and Regulations that might be affected: i. FAA design and construction standards ii. Procurement standards and requirements iii. Buy American provisions iv. Disadvantaged Business Enterprise 12. Supporting Documentation 13. Sketches/Diagrams/Drawings 14. Revised CSPP 15. Other Information as Requested by FAA Specialist B-2 3688 Effective Date: October 1, 2015 ARP SOP No. 7.00 APPENDIX C. SAMPLES OF CHANGE ORDER CORRESPONDENCE C.I. Sample: Change Order Approval Correspondence 46) U.S. Department of Transportation Federal Aviation Administration [Date] [Mr./Ms.] XXX Airport Manager 555 Airport Parkway Anywhere USA, US 99999 Airport: Anywhere Airport AIP Grant No. X-XX-XXXX-XXX-XXXX [Project Name] Contract No. (if applicable) Change Order No. X I have reviewed the subject Change Order and associated costs and determined that [a portion of] the additional contract items are eligible for AIP participation. The following contract items are approved in the total amount of$00 and [no I a# day] increase in contract time: 1. 2. AIP will not participate in the following contract items. Refer to the attachment for an explanation[*]: 1. 2. The following limitations apply to this action: • This determination is solely for the purpose of establishing eligibility of costs under the AIP program. This approval does not represent a commitment of Federal funds in addition to the original grant obligation. • The incorporation of non-participating work items must not directly or indirectly result in any additional cost to the AIP-eligible portion of the project. Please maintain a separate and accurate cost accounting of the non-participating work that will permit a third party auditor to quickly verify proper allocation of costs. • [**]Our approval with the increase in contract time does not represent FAA concurrence with additional time for construction phase services. C-1 3689 ARP SOP No. 7.00 Effective Date: October 1, 2015 Please forward a copy of the executed change to my attention as soon as it is available. Your record drawings should indicate details addressed by this Change Order. If you have questions,please call me at(555) 555-5555. Sincerely, [FAA Specialist's Name] Notes to the FAA Specialist: *Provide explanation of ineligible or non-participating work in separate attachment. **This item only applies to time extension requests. ADO may elect to use their approval block with appropriate disclaimers if all items in the Change Order are approved. C-2 3690 Effective Date: October 1, 2015 ARP SOP No. 7.00 C.2. Sample: Change Order Disapproval Correspondence COW U.S. Department of Transportation Federal Aviation Administration [Date] Mr. [Ms.] XXX Airport Manager 555 Airport Parkway Anywhere USA, US 99999 Airport: Anywhere Airport AIP Grant No. X-XX-XXXX-XXX-XXXX [Project Name] Contract Identified (If applicable) Change Order No. X I have reviewed the subject Change Order and associated documentation and find the work to be ineligible under the subject grant agreement for the following reasons: • Extra work unnecessary to accomplish the project scope as originally approved. • Extra work is the result of errors or omissions that could foreseeably been avoided. • Extra work not allowable under the AIP. • Cost of extra work is not reasonable. Change Order No. X is disapproved. Note the following if you proceed with this work: • The incorporation of non-participating work items must not directly or indirectly result in additional costs to the AIP-eligible portion of the project. • Maintain separate and accurate cost accounting of the non-participating costs that will permit a third parry auditor to quickly verify proper cost allocation. If you have questions,please call me at(555) 555-5555. Sincerely, [FAA Specialist's Name] C-3 3691 ARP SOP No. 7.00 Effective Date: October 1, 2015 This page intentionally left blank. C-4 3692 Effective Date: October 1, 2015 ARP SOP No. 7.00 APPENDIX D. LIST OF STEPS D.I. Standard Change Order Process 1. Step 1 —Receive Change Order from Sponsor 2. Step 2— Screen Change Order for Adequacy of Information 3. Step 3 —Evaluate Change Order for Eligibility a. Allowability b. Justification c. Reasonableness of costs 4. Step 4 —Initiate Correspondence for Action Taken (Approval/Partial Approval/Disapproval) 5. Step 5 —Archive Correspondence in Grant File D.2. Emergency Change Order Process 1. Step 1 —Initial Coordination 2. Step 2—Follow-on Coordination 3. Step 3 —Initial Approval Action 4. Step 4 —Revert to Standard Change Order Process D-1 3693 SECTION 01290 PAYMENT PROCEDURES PART 1 - GENERAL 1.01 SUMMARY A. This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment. B. Related Sections include the following: 1. Section 01250 "Contract Modification Procedures" for administrative procedures for handling changes to the Contract. 2. Section 01310 "Project Management and Coordination" coordination and submittal of payment application with construction meetings. 3. Section 01320 "Construction Progress Documentation" for administrative requirements governing preparation and submittal of Contractor's Construction Schedule and Submittals Schedule. 4. Section 01330 "Submittal Procedures" for initial submittal of payment application and coordination with complementary submittals. 5. Volume 1 of 5 Bidding and Contract Requirements Division III General Provisions. 1.02 SCHEDULE OF VALUES A. Coordination: Coordinate preparation of Payment Application with the Schedule of Values, overall Bar Chart and Individual Residence Construction Schedules. 1. Correlate line items in the Schedule of Values with other required administrative forms and schedules, including the following: a. Application for Payment forms with Continuation Sheets. b. Submittals Schedule. 2. Submit the sample Schedule of Values during the initial submittal to NIP Program Manager; see Section 01330, Submittal Procedures, within ten (10) days of the Notice to Proceed and no later than seven (7) days before the date scheduled for the first Application for Payment. B. Format and Content: Use the following categories as a guide to establish line items for each residence identified in the Schedule of Values. 1. Format the Schedule of Values so it matches the layout of the bid form and such that each residence is identified separately. 2. Line Item Categories: Provide at least one line item for each category for each Property. a. Bonds & Insurance b. Pre-Construction Work (Measurement Visit, Pre-Construction Meeting, Submittals and Product Procurement) C. General Conditions d. Windows e. Doors f. Wall Modifications g. Mechanical h. Electrical PAYMENT PROCEDURES 01290 - 1 3694 i. Hazmat Remediation 3. Identification: Include the following Project identification on the Schedule of Values: a. Project name and location. b. Name of NIP Program Manager. C. Contractor's name and address. d. Date of submittal. 4. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project Manual table of contents. 5. Round amounts to nearest whole dollar; total shall equal the Contract Sum. 6. Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed. a. Differentiate between items stored on-site and items stored off-site. Include evidence of insurance or bonded warehousing if required. 7. Provide separate line items in the Schedule of Values to indicate the cost of materials separate from cost of labor and subcontracted work. 8. Each item in the Schedule of Values and Applications for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item. a. Temporary facilities,warehousing and other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items in the Schedule of Values, such as General Requirements or distributed as general overhead expense, at Contractor's option. 9. At the end of the schedule of values, list any unit prices as indicated to be included in the total bid on the bid form. 10. Schedule Updating: Update and resubmit the Schedule of Values before the next Application for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum. 1.03 APPLICATIONS FOR PAYMENT A. Each Application for Payment shall be consistent with previous applications and payments as certified by NIP Program Manager and paid for by Sponsor. 1. An initial sample Application for Payment will be submitted and approved prior to the first Application for Payment. B. Payment Application Times: The Sponsor shall indicate the date for each progress payment.The period of construction Work covered by each Application for Payment is the period indicated. C. Payment Application Forms: Use AIA Document G-702, "Application and Certification for Payment," and AIA Document G-703, "Continuation Sheets" and "Monroe County Affidavit and Partial Release of Lien" and "Monroe County Final Release of Lien". D. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. The NIP Program Manager will return incomplete applications without action. 1. Entries shall match data on the Schedule of Values and Contractor's Construction Schedule. Use updated schedules if revisions were made. 2. Include amounts of Change Orders issued before last day of construction period covered by application. 3. Do not include Construction Change Directives, Construction Field Directives, or Change Orders unless approved by the Sponsor and NIP Program Manager. E. Transmittal: At least 48 hours prior to intended actual Application for Payment date, the Contractor shall submit one electronic copy of Application for Payment to NIP Program Manager PAYMENT PROCEDURES 01290 -2 3695 for review and comment. Following corrections from NIP Program Manager review, submit one (1)signed and notarized original and one(1)copy of each Application for Payment to the Sponsor. 1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application. F. Waivers of Mechanic's Lien: With each Application for Payment, following the Initial Application for Payment, submit waivers of mechanic's liens from subcontractors, sub-subcontractors, and suppliers for construction period covered by the previous application. 1. Submit partial waivers on each item for amount requested, before deduction for retainage, on each item. 2. When an application shows completion of an item, submit final or full waivers. 3. NIP Program Manager reserves the right to designate which entities involved in the Work must submit waivers. 4. Waiver Forms: a. Submit each Application for Payment with "Monroe County Affidavit and Partial Release of Lien" for the construction period covered by the application. b. Submit Final Application for Payment with "Monroe County Final Release of Lien" from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien. G. Progress Payments: Progress payments will be made in accordance with General Provision 90- 06 Partial Payments. H. Stored Materials Off the Site: Refer to Volume 1 of 5 Bidding and Contract Requirements Division III General Provisions Section 90 Measurement and Payment. I. Payroll Records (Certified Payroll): With each Application for Payment, submit Payroll Records for all workers including from subcontractors,sub-subcontractors,for construction period covered by the application. (See Volume 1 —Division III General Provisions Section 160-01 for additional requirements) J. DBE Certifications: With each Application for Payment, submit monthly DBE Payment Certification Form and DBE Expenditure Report Form. Provide Final Report Utilization of Disadvantaged Business Enterprises (DBEs) Form with final payment. (See Volume 1 —Division III General Provisions Section 150 Disadvantaged Business Enterprise Program for additional requirements) K. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following: 1. List of subcontractors. 2. Schedule of Values. 3. Contractor's Construction Schedule (preliminary if not final). 4. Products list. 5. Schedule of unit prices. 6. Submittals Schedule (preliminary if not final). 7. List of Contractor's staff assignments. 8. Copies of building permits. 9. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work. 10. Initial progress report. 11. Certificates of insurance and insurance policies. 12. Performance and Payment bonds. 13. Other documentation required by Volume 1 of 5 Bidding and Contract Requirements Division III General Provisions. PAYMENT PROCEDURES 01290 - 3 3696 L. Application for Payment at Substantial Completion of the overall contract: After issuing the Certificate of Substantial Completion AIA Document G-704, "Certificate of Substantial Completion," submit an Application for Payment showing 90% percent completion for portion of the Work claimed as substantially complete. 1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum. 2. This application shall reflect certificates of substantial completion by Property as indicated and signed by the NIP Program Manager. M. Final Payment Application: Submit final Application for Payment with lien releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following: 1. Evidence of completion of Project closeout requirements. 2. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid. 3. Updated final statement, accounting for final changes to the Contract Sum. 4. AIA Document G-701, "Change Order" 5. AIA Document G-702, "Application and Certification for Payment." 6. AIA Document G-703, "Continuation Sheet." 7. AIA Document G-704, "Certificate of Substantial Completion." 8. AIA Document G-706, "Contractor's Affidavit of Payment of Debts and Claims." 9. AIA Document G-706A, "Contractor's Affidavit of Release of Liens." 10. AIA Document G-707, "Consent of Surety to Final Payment." 11. Monroe County Final Release of Lien Form. 12. Evidence that all claims have been settled. 13. Final, liquidated damages settlement statement (if applicable). PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) PAYMENT PROCEDURES 01290 -4 3697 MONROE COUNTY LIEN WAIVER FORMS PAYMENT PROCEDURES 01290 - 5 3698 MONROE COUNTY AFFIDAVIT AND PARTIAL RELEASE OF LIEN APPLICATION NO.: PERIOD ENDING DATE: APPLICATION DATE: KNOW ALL MEN BY THESE PRESENTS, that the undersigned, for and in consideration of the payment of the sum$ ,to be paid to the undersigned, hereby releases, acquits,satisfies and forever discharges, MONROE COUNTY,OWNER,theirsuccessors and assigns from all suits,causes of action, liens, lien rights, claims or demands of anykind whatsoever, to the extent of the payment to date on account of the furnishing of labor, material or services for the improvement of the following described property: As part of this PARTIAL RELEASE, THAT UNDERSIGNED HEREBY CERTIFIES the following: THAT the contract of the undersigned, as adjusted by all increases and decreases, is in the amount of $ as of the date of the Partial Release and the undersigned has received $ as payment on the adjusted contractamount as of the date of this Partial Release. THAT all supplies of labor, material or services furnished to, or for the benefit of the undersigned for improvement to thesubject property has been paid in full. Any and all suppliers of labor, material or services for improvement to the subject property, who have not been paid in full are listed below with the amount owing each, claimed by each and the reason fornon-payment: (If none, write "NONE") CLAIMANT AMOUNT DUE AMOUNT CLAIMED REASON FOR NONPAYMENT THAT all taxes imposed by all government agencies have been paid and discharged. THAT all funds have been collected for FICA and withholding taxes have been properly deposited with appropriate agencies or paid to the government as required by law. THAT the undersigned has no other claims for money against the OWNER other than those Subcontractors'/Suppliers' amounts remaining due and owing on the adjusted contract balance as reflected above. THAT the undersigned further certifies that if there is a Guarantee, Warranty or Maintenance Agreement in connection with the labor and material furnished by it, that this payment and PARTIAL RELEASE shall not release the undersigned from any obligations under such Guarantee, Warranty, or Maintenance Agreement. WITNESS MY HAND THIS day of 120 Witness Name of Company Witness Signature, Title STATE OF: COUNTY OF: Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ online notarization, on (date) by (name of affiant). He/She is personally known to me or has produced (type of identification)as identification. NOTARY PUBLIC PAYMENT PROCEDURES 01290 - 6 3699 PROJECT NAME: MONROE COUNTY FINAL RELEASE OF LIEN KNOW ALL MEN BY THESE PRESENTS, that for and consideration of the sum of Dollars ($ ) paid to by Monroe County, Florida receipt of which is hereby acknowledged, do(does) hereby release and quit claim to Monroe County, Florida, the Owner, its successors or assigns, all liens, lien rights, claims or demands of any kindwhatsoever which has (have) or might have against the property, building, and/or improvements, on account of labor performed,material furnished, and/or for any incidental expense for the construction of: thereon or in otherwise improving said property situated as above described. IN WITNESS WHEREOF THIS day of , 20 Witness Name of Company Witness Signature, Title STATE OF: COUNTY OF: Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ online notarization, on (date) by (name of affiant). He/She is personally known to me or has produced (type of identification)as identification. NOTARY PUBLIC PAYMENT PROCEDURES 01290 - 7 3700 END OF SECTION 01290 PAYMENT PROCEDURES 01290 - 8 3701 SECTION 01310 PROJECT MANAGEMENT AND COORDINATION PART 1 - GENERAL 1.01 SUMMARY A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following: 1. General project coordination procedures. 2. Coordination Drawings. 3. Administrative and supervisory personnel. 4. Project meetings. 5. Closeout activities. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 1 Section 01100 "Summary" for procedures and miscellaneous provisions. 2. Division 1 Section 01320 "Construction Progress Documentation" for preparing and submitting the Contractor's Construction Schedule. 3. Division 1 Section 01330 "Submittal Procedures" for submitting action and information submittals. 4. Division 1 Section 01600 "Product Requirements" for administrative and procedural requirements for product selection and handling, warranties, and product substitutions. 5. Division 1 Section 01770 "Closeout Procedures" for coordinating Contract closeout. 6. Volume 3 of 4 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications. 1.02 COORDINATION A. Coordination: Coordinate construction operations included in various Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations included in different Sections that depend on each other for proper installation, connection, and operation. B. Coordination: The Contractor and Sub-Contractors shall coordinate its operations with those of other contractors and entities to ensure efficient and orderly installation of each part of the work. Each contractor shall coordinate its operations with operations in different Sections that depend on each other for proper installation, connection, and operation. PROJECT MANAGEMENT 01310 - 1 AND COORDINATION 3702 1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation. 2. Coordinate installation of different components with other contractors to ensure maximum accessibility for required maintenance, service, and repair. 3. Make adequate provisions to accommodate items scheduled for later installation. C. If necessary, prepare memoranda to document and distribute to each party involved, outlining procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings. 1. Prepare similar memoranda for distribution to each party involved, outlining the special procedures required for coordination where required. D. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following: 1. Preparation of Contractor's Construction Schedule. 2. Contract Start up activities. 3. Preparation of the Schedule of Values. 4. Installation and removal of temporary facilities and controls. 5. Delivery and processing of submittals. 6. Progress meetings. 7. Project closeout activities. E. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. 1. Salvage materials and equipment involved in performance of, but not actually incorporated in the Work. 1.03 SUBMITTALS A. Coordination Drawings: Prepare Shop Drawings that indicate different trades and overlapping work as required for installation of products and materials fabricated and installed by separate entities. 1. Indicate relationships of components shown on separate Shop Drawings (pay particular attention to coordination of the General Work with the Mechanical Work). 2. Indicate required installation sequences. 3. Refer to Division 15 Section "Mechanical General Requirements" and Division 16 Section "Basic Electrical Materials and Methods" for specific Coordination Drawing requirements for mechanical and electrical installations. PROJECT MANAGEMENT 01310 -2 AND COORDINATION 3703 B. Staff Names: Within ten (10) days after the Notice to Proceed submit a list of principal staff assignments, including Project Manager and Superintendent and other personnel anticipated at the Project site. Identify individuals,their duties,and responsibilities; list addresses and telephone numbers, including home and office telephone numbers. Provide names, addresses, and telephone numbers of individuals assigned as standbys in the absence of individuals assigned to Project. An Emergency telephone number and cell phone number shall also be included for twenty-four(24) hour contact with the Contractor. 1. Following review by the NIP Program Manager, provide copies in electronic PDF format to the Sponsor and NIP Program Manager and post a hardcopy of the list in Project field office. 1.04 REQUIRED DOCUMENTS A. Contractors and Subcontractors shall maintain required paperwork through each stage of construction. Any Contractor or Subcontractor(s), who fails to submit required documents in a timely, orderly, and correct manner, shall be required to attend remedial training, may be placed on probationary status and/or be removed from the eligible list of bidders. 1.05 SCHEDULES A. The Contractor shall prepare a fully developed, horizontal bar chart type overall Construction Schedule within ten (10) days after the Notice to Proceed-Permits. Provide a separate time bar for each significant construction activity. Provide a continuous vertical line to identify the first working day of each week. The Overall Construction Schedule shall show: 1. Required submittals for each section of specification and for each Property. 2. Submission data for all required submittals including shop drawings and samples. 3. Product ordering dates. 4. Product delivery dates. 5. Construction start dates. 6. Dates of Substantial Completion, Punch List completion, Final Completion and Closeout of each Property. 7. The required date for Final Completion for all work. B. Construction Schedule: It is not the intent of this Section to provide a detailed construction schedule for the Contractor's operations, but rather to provide limitations and restrictions within which the Contractor shall schedule work. All schedule revisions must be approved by the NIP Program Manager. Deficiency points will be assessed pursuant to Special Provisions SP13 for failure to complete the Work as scheduled. C. Schedule shall take into account, represent and highlight processing dates and times of all long lead time items. D. Coordinate the Overall Construction Schedule with the Schedule of Values, List of Subcontracts, Submittal Schedule, Payment Requests, and other schedules. E. Schedule work to allow for products with long lead times. Schedule preparation of submittals for those products prior to other submittals. PROJECT MANAGEMENT 01310 - 3 AND COORDINATION 3704 F. Distribution: Following review by the NIP Program Manager, print and distribute construction schedule with copies to the NIP Program Manager, Superintendent, Subcontractors, and other parties required to comply with scheduled dates. G. Schedule Updating: Revise the schedule after each meeting or activity, where revisions have been recognized or made. The Contractor will be responsible for projecting a revised completion date for all proposal requests and potential scheduling alterations issued by the NIP Program Manager. Issue the updated schedule concurrently with report of each meeting. 1.06 PROJECT MANAGEMENT PERSONNEL A. General: The Contractor shall provide and bear all costs in conjunction with the following minimum project management personnel: 1. Project Manager— Project Lead 2. Project Superintendent 3. Other administrative personnel as required for proper performance of the work The Contractor shall provide written resumes for the designated Project Manager and Project Superintendent as part of the Bid, for review and approval by the NIP Program Manager. Once approved, project management personnel for the project shall not be changed except with the written consent of the NIP Program Manager. The two (2) designated project management personnel must each be full-time W2 employees of the Contractor, who have been employed by the Contractor for a minimum of (2)years and have verifiable work experience on management of projects similar in size and scope to the project work scope. Leased employees and 1099 employees are not acceptable as project management personnel. The Project Superintendent shall be in physical attendance and fully accessible at the Project site(s)throughout the duration of the project during all work hours and accessible for emergency situations that may arise outside of normal work hours. The Contractor will provide the NIP Program Manager with the day, evening, and cell phone numbers for each of its project management personnel. B. Project Manager: The Contractor shall provide and bear all costs in conjunction with a dedicated Project Manager for the project. The Project Manager shall be responsible for all paperwork including but not limited to: Schedules, RFI's, Project Status Updates, Product and Progress Submittals, Change Orders, Payment Requests, etc. The Project Manager shall be dedicated to the Project and shall be accessible at all times during the Project duration and available to attend all job meetings. The Contractor's Project Superintendent and Project Manager positions cannot be filled by the same person. C. Project Superintendent: The Contractor shall provide and bear all costs in conjunction with a full- time on-site Project Superintendent and any necessary assistants on site during the project duration, all satisfactory to the NIP Program Manager. The Project Superintendent shall be responsible for coordinating all the work of the Contractor and must refrain from performing any construction labor tasks. The Project Superintendent shall be on-site during all construction and shall be the interface between the NIP Program Manager and the workers. The Project Superintendent shall direct the Contractor's work crews and will be responsible for quality control. The Project Superintendent shall attend all scheduled meetings with the NIP Program Manager and be prepared to provide necessary input and feedback on job progress. D. The Contractor shall provide project management and supervision for the Work, using its best skill and attention. It shall carefully study and compare all Contract Documents and other instructions and shall at once report to the NIP Program Manager any errors, inconsistencies or PROJECT MANAGEMENT 01310 -4 AND COORDINATION 3705 omissions which it may discover, but it shall not be held responsible for their existence or discovery 1.07 PROJECT MEETINGS A. General: The NIP Program Manager will schedule and conduct meetings and conferences... B. The Contractor or his/her representative shall attend all scheduled Contractor meetings as listed: 1. Pre-construction Conference. 2. Pre-construction Meetings. 3. Progress Meetings. 4. Process Meetings. 5. Substantial Inspection. 6. Final Inspection. C. Attendees: The NIP Program Manager will inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Project Meetings shall include the NIP Program Manager, Contractor's Project Manager and Superintendent. 1. Agenda: All Parties shall prepare a meeting agenda for distribution, prior to the job meetings, to all invited attendees. 2. Minutes: The NIP Program Manager shall prepare meeting minutes and record significant discussions and agreements achieved as a contract record. The meeting minutes will be distributed, prior to the job meetings, to all concerned parties, including the NIP Program Manager and Contractor within seven (7)working days of the meeting. D. Initial Pre-construction Conference: The NIP Program Manager will schedule a pre-construction conference, at a time convenient to the NIP Program Manager and Sponsor, no later than three (3)days of the issuance of Notice to Proceed -Permits. The NIP Program Manager shall conduct the meeting to review project organization, communication, responsibilities, and personnel assignments. 1. Attendees: The NIP Program Manager and his/her representatives /design consultants; the Sponsor,the Contractor(Project Manager and Superintendent); major Subcontractors; Acoustical Window and Door Manufacturers and other concerned parties shall attend the conference. All participants at the conference shall be familiar with the Project and authorized to conclude matters relating to the Work. 2. Agenda: Discuss items of significance that could affect progress and the most efficient execution for the success of the Project, including but not limited to: a. Tentative overall construction schedule. b. Critical work sequencing. C. Communication procedures. d. Designation of responsible personnel. PROJECT MANAGEMENT 01310 - 5 AND COORDINATION 3706 e. Procedures for processing field issues and changes. f. Procedures for processing Applications for Payment. g. Submittal procedures. h. Distribution of the Submittals and Shop Drawings. i. Maintenance of the Contract Record Documents. j. Use of the premises. k. Parking availability. I. Equipment deliveries and priorities. M. Badging & Security. n. Progress cleaning. o. Working hours. P. Lien Waivers. q. Construction period. r. Inspections. S. Close-out. 3. A portion of this meeting will be used by the NIP Program Manager to demonstrate and explain the goals of the Key West International Airport Noise Insulation Program. 4. Following this conference, the NIP Program Manager and Contractor shall visit each individual Property for the purpose of taking measurements and documenting existing conditions. See 01100 Summary 1.08D. Pre-Construction Measurement Visit. E. Second Pre-construction Conference: The NIP Program Manager will schedule a pre- construction conference before starting construction, at a time convenient to the NIP Program Manager, but no later than three (3)days after Notice to Proceed -Construction. F. The Contractor shall coordinate with the NIP Program Managerto schedule and conduct a"Forty- Eight Hour Pre-Construction Walk-Through"Meeting 48 hours in advance of the construction start date for each individual Property to confirm that the Property Owner is prepared, and the pre- work responsibilities have been completed. The Contractor shall confirm with the NIP Program Manager, no less than five (5)work days prior to the commencement of work at each Property, that he/she is intending to begin work on the scheduled date. The Contractor and NIP Program Manager shall review with the Property Owner the following: 1. Construction sequencing (windows, doors, mechanical, etc.). 2. Scheduled Contractor access to the premises. 3. Substantial Completion, Punch-list, Final Completion, and Warranty. PROJECT MANAGEMENT 01310 - 6 AND COORDINATION 3707 4. Property Owner access, involvement, and site responsibilities. 5. The Contractor shall prepare a memorandum subject to the Sponsor's, NIP Program Manager's and Property Owner's review and comment which outlines the above- mentioned items. G. Construction Progress Meetings: Conduct construction progress meetings at bi-weekly intervals. Coordinate dates of meetings with reporting requirements and preparation of payment requests. 1. Attendees: In addition to the Construction Manager, the Project Manager, Project Superintendent, and Major Subcontractors along with other entities concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings.All participants at the meetings shall be familiar with Project and authorized to conclude matters relating to the Work. 2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project. a. Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's Construction Schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. b. Review present and future needs of each entity present, including the following: 1) Sequence of operations. 2) Status of submittals. 3) Deliveries. 4) Access. 5) Site utilization. 6) Progress cleaning. 7) Quality and work standards. 8) Request for Information. 9) Request for Change. 10) Proposal Requests. 11) Construction Field Directives. 12) Construction Change Directives. 13) Change Orders. 14) Documentation of information for payment requests. PROJECT MANAGEMENT 01310 - 7 AND COORDINATION 3708 15) Warranties. 16) Record Photographs. 17) As-Built Documents. 18) Closeout status. 3. Reporting: The Construction Manager will generate and distribute a summary of the meeting and construction status to each party present and to NIP Program Manager Team. a. Schedule Updating: The Contractor shall revise the Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting. H. Process Meetings: During construction, periodic site meetings shall be held on an "as needed" basis with the Contractor, major Subcontractors, and NIP Program Manager. When construction is complete, the Contractor, NIP Program Manager, and Property Owner shall meet at the site to review work for Certification of Substantial Completion. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01310 PROJECT MANAGEMENT 01310 - 8 AND COORDINATION 3709 SECTION 01320 CONSTRUCTION PROGRESS DOCUMENTATION PART 1 - GENERAL 1.01 SUMMARY A. This Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following: 1. Overall Contract Construction Schedule. 2. Contractor's Proposed Construction Schedule. 3. Submittals Schedule. 4. Daily construction reports. 5. Material location/ Inventory reports. 6. Field condition reports. 7. Construction photographs. B. Related Sections include the following: 1. Division 1 Section 01290 "Payment Procedures" for submitting the Schedule of Values. 2. Division 1 Section 01310 "Project Management and Coordination" for submitting and distributing meeting and conference minutes. 3. Division 1 Section 01330 "Submittal Procedures" for submitting schedules and reports. 4. Division 1 Section 01400 "Quality Requirements" for submitting a schedule of tests and inspections. 5. Division 1 Section 01770 "Closeout Procedures" for submitting digital photographs as Project Record Documents at Project closeout. 6. Volume 3 of 4 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications. 1.02 DEFINITIONS A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction project. Activities included in a construction schedule consume time and resources. 1. Predecessor activity is an activity that must be completed before a given activity can be started. B. Event: The starting or ending point of an activity. C. Milestone: A key or critical point in time for reference or measurement. 1.03 SUBMITTALS A. Qualification Data: For firms and persons specified in "Quality Assurance"Article to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. PROGRESS 01320 - 1 DOCUMENTATION 3710 B. Submittals Schedule: Submit schedule in electronic PDF format. Arrange the following information in a tabular format: 1. Scheduled date for initial and subsequent submittals. 2. Specification Section number and title. 3. Submittal category(action or informational). 4. Name of subcontractors. 5. Description of the Work covered. 6. Scheduled date for NIP Program Manager's final release or approval. C. Overall Construction Schedule: Submit initial schedule in electronic PDF format, large enough to show entire schedule for entire construction period with all designated milestones. 1. Submit an electronic copy of schedule labeled to comply with requirements for submittals. Include type of schedule (Initial or Updated)and date on schedule. D. Daily Construction Reports: Submit in electronic PDF format prior to weekly job meetings. E. Material Inventory/ Location Reports: The Contractor shall provide a dated weekly report of all products that have been ordered with the scheduled delivery date and the actual delivery date. The Report shall indicate products by residence and supplier updated weekly and distributed to the NIP Program Manager at the weeklyjob meetings. F. Request for Interpretation: The Contractor shall submit a written Request for Interpretation, if differing conditions appear in the field that alter the scope of the Work. 1.04 COORDINATION A. Coordinate preparation and processing of schedules and reports with performance of construction activities and with scheduling and reporting of separate contractors. B. Coordinate Contractor's Construction Schedule with the Schedule of Values, list of subcontracts, Submittals Schedule, progress reports, payment requests, and other required schedules and reports. 1. Secure time commitments for performing critical elements of the Work from parties involved. C. See Section 01310 Project Management and Coordination — 1.07 Project Meetings PART 2 - PRODUCTS 2.01 SUBMITTALS SCHEDULE A. Preparation: Submit a schedule of submittals within 15 days of Notice to Proceed, arranged in chronological order by dates, required priority, and construction schedule. Include time required for review, re-submittal, ordering, manufacturing, fabrication, and delivery when establishing dates. 1. Coordinate Submittals Schedule with list of subcontracts, suppliers, the Schedule of Values, and Contractor's Construction Schedule. 2. Organize Submittals Schedule to correspond with product lead times, putting longest lead times first. 3. Initial Submittal: Submit concurrently with preliminary bar-chart schedule. Include submittals required during the first 60 days of construction. List those required to maintain PROGRESS 01320 -2 DOCUMENTATION 3711 orderly progress of the Work and those required early because of long lead time for manufacture or fabrication. a. At Contractor's option, show submittals on the Preliminary Construction Schedule, instead of tabulating them separately. 4. Final Submittal: Submit concurrently with the first complete submittal of Contractor's Construction Schedule. 2.02 CONTRACTOR'S CONSTRUCTION SCHEDULE, OVERALL A. Procedures: Comply with procedures contained in AGC's "Construction Planning &Scheduling." B. Time Frame: Extend schedule from date established for the Notice to Proceed to date of Final Completion and Payment. 1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order. C. Activities: Treat each separate area as a separate numbered activity for each principal element of the Work. Comply with the following: 1. Procurement Activities: Include procurement process activities for long lead items and major items, requiring a cycle of more than 30 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery. 2. Submittal Review Time: Include review and re-submittal times indicated in Division 1 Section 01330 "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's Construction Schedule with Submittals Schedule. 3. Substantial Completion: Indicate completion in advance of date established for Substantial Completion and allow time for NIP Program Manager's administrative procedures necessary for certification of Substantial Completion. D. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule and show how the sequence of the Work is affected. 1. Phasing: Arrange list of activities on schedule by phase. 2. Work Restrictions: Show the effect of the following items on the schedule: a. Limitations of continued occupancies. b. Use of premises restrictions. C. Seasonal variations. E. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, interim milestones indicated below, Substantial Completion, and Final Completion. 1. Pre-construction Meeting. 2. Administrative submittals. 3. Construction measurement pre-walks. 4. Product submittals. 5. Shop Drawings. 6. Product Delivery. 7. Individual proposed start dates by address. 8. Individual substantial completion dates by address. 9. Individual punch list Inspections dates by address. 10. Individual punch list completion dates by address. 11. Individual final completion dates by address. 12. Individual close-out dates by address. 13. Contract substantial completion. 14. Contract completion. PROGRESS 01320 - 3 DOCUMENTATION 3712 F. Contract Modifications: For each proposed contract modification and concurrent with its submission, prepare a time-impact analysis to demonstrate the effect of the proposed change on the overall project schedule. G. Computer Software: Prepare schedules using a program that has been developed specifically to manage construction schedules. 2.03 CONTRACTOR'S PROPOSED CONSTRUCTION SCHEDULE A. Schedule: Submit a comprehensive, fully developed, horizontal Gantt-chart-type, Contractor's Construction Schedule within ten (10) days of the Notice to Proceed. Base schedule on the Preliminary Construction Schedule and whatever updating and feedback was received since the start of Project. B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line. 1. For construction activities that require 3 months or longer to complete, indicate an estimated completion percentage in ten (10) percent increments within time bar. 2.04 REPORTS A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at Project site: 1. List of subcontractors at Project site. 2. Approximate count of personnel at Project site. 3. Meetings and significant decisions. 4. Unusual events (refer to special reports). 5. Stoppages, delays, shortages, and losses. 6. Construction Change Directives received. 7. Field Change Directives received. 8. Substantial Completions verified. B. Material Location / Inventory Reports: At weekly intervals, prepare a comprehensive list of materials delivered to and stored at Project site. List shall be cumulative, showing date materials were ordered, when products are anticipated, received, previously reported plus items recently delivered. Include with list a statement of progress on and delivery dates for materials or items of equipment fabricated or stored away from Project site. C. Field Condition Reports: Immediately on discovery of a difference between field conditions and the Contract Documents, prepare a detailed report. Submit with a written Request for Information (RFI) which includes a detailed description of the differing conditions, together with recommendations for changing the Contract Documents. PART 3 - EXECUTION 3.01 CONTRACTOR'S CONSTRUCTION SCHEDULE A. Contractor's Construction Schedule Updating: At weekly intervals, update schedule to reflect actual construction progress and activities. Issue schedule one week before each regularly scheduled progress meeting. PROGRESS 01320 -4 DOCUMENTATION 3713 1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting. 2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations. 3. As the Work progresses, indicate Actual Completion percentage for each activity. B. Distribution: Distribute copies of approved schedule in electronic PDF format to NIP Program Manager, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility. 1. Post copies in Project meeting rooms and temporary field offices. 2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities. 3.02 CONSTRUCTION PHOTOGRAPHS A. Digital Photos: Electronic Digital Photographs or approved alternate. B. Date Stamp: Unless otherwise indicated, date and time stamp each photograph as it is being taken so stamp is integral to photograph. C. Pre-construction Photographs: Before starting construction, take ten (10) digital photographs of Project site from different vantage points, or as directed by NIP Program Manager. 1. Field Office Prints: Retain one copy of periodic photographs in field office at Project site, available at all times for reference. Identify photographs the same as for those submitted to NIP Program Manager. D. In-Process Photographs: Take digital photographs during door and window installation process at each opening in sufficient quantity as required to document the existing rough opening conditions and new construction elements which are being installed and are no longer visible after final trim or finish is installed. E. Final Completion Construction Photographs: Take ten (10) digital photographs after date of Punch-list Completion for submission as Project Record Documents. The Photographs should reflect the new construction elements and be coordinated with the NIP Program Manager. END OF SECTION 01320 PROGRESS 01320 - 5 DOCUMENTATION 3714 SECTION 01330 SUBMITTAL PROCEDURES PART 1 - GENERAL 1.01 SUMMARY A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other miscellaneous submittals. B. Related Sections include the following: 1. Section 01290 "Payment Procedures"for submitting Applications for Payment. 2. Section 01400 "Quality Requirements" for submitting test and inspection reports and Delegated-Design Submittals. 3. Section 01770 "Closeout Procedures" for submitting warranties, Project Record Documents and operation and maintenance manuals. 4. Divisions 3-16 Technical Specifications; see specific Sections for submittal requirements. 5. Volume 3 of 4 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications. 1.02 DEFINITIONS A. Action Submittals: Written and graphic information that requires NIP Program Manager's responsive action. B. Informational Submittals: Written information that does not require NIP Program Manager's approval. Submittals may be rejected for not complying with requirements. 1.03 SUBMITTAL PROCEDURES A. General: Electronic copies of CAD Drawings of the Contract Drawings will not be provided by NIP Program Manager for Contractor's use in preparing submittals. B. Commence the work of preparing submittals required by the Contract Documents immediately after the date of the Notice to Proceed. Within fifteen (15) calendar days after the Notice to Proceed, submit product data and manufacturer's standard installation details for windows,doors and other major products. 1. Do not schedule or commence walk-through inspections until after product data has been submitted and approved by the NIP Program Manager. C. Preparation and processing of submittals with performance of construction activities. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. 2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination. a. The NIP Program Manager reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. SUBMITTAL PROCEDURES 01330 - 1 3715 D. Submittals Schedule: Comply with requirements in Division 1 Section 01320 "Construction Progress Documentation"for list of submittals and time requirements for scheduled performance of related construction activities. Refer to other Division 1 Sections and other Contract Documents for requirements for informational, administrative and action submittals. Such submittals include but are not limited to: 1. Submittal schedule. 2. Schedule of Values. 3. Permits. 4. Daily construction reports. 5. Shop Drawings. 6. Product data/samples. 7. Payment Application. 8. Request for Information. 9. Request for Change. 10. Guarantees and Warranties. 11. Construction Schedule. 12. Record Drawings. 13. Record Photographs. E. Processing Time: Illustrate in the schedule and allow sufficient time for submittal review, including time for re-submittals, as follows. Initial submittal, review period, re-submittal final approval and submission of final bound sets. 1. Initial Review: Allow ten (10) working days for initial review of each submittal. Prioritize submittals in order of importance (Schedules, Schedule of Values, Unit Prices, Payment Application, Major Products with significant lead times, permits, etc.). Allow additional time if processing must be delayed due to bulk submittal of documents that are unresponsive to an approved schedule. The NIP Program Manager will advise Contractor when a submittal being processed must be delayed for coordination. 2. If intermediate submittal is necessary, process it in same manner as initial submittal. 3. Allow ten (10)working days for processing each re-submittal. 4. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing. F. Identification: Provide cover page on each submittal for identification. 1. Indicate name of firm and the person that prepared each submittal. 2. Provide a space approximately 4 x 6 inches on cover page to record Contractor's review and approval markings and action taken by NIP Program Manager. 3. Include the following information on cover page for processing and recording action taken: a. Project name. b. Date. C. Name and address of NIP Program Manager. d. Name and address of Contractor. e. Name of manufacturer. f. Unique identifier, including revision number. g. Number and title of appropriate Specification Section. h. Drawing number and detail references, as appropriate. i. Other necessary identification. G. Deviations: All deviations from the specifications shall be highlighted, encircled, or otherwise identified in submittals and brought to the NIP Program Manager's attention. The Contractor is fully responsible for meeting the performance requirements set forth in the Contract Documents. If Substitutions, alternates or deviations are to be considered it is the responsibility of the Contractor to bring it to the attention of the NIP Program Manager for review. H. Copies Required: The Contractor shall submit one (1) one electronic PDF copy. SUBMITTAL PROCEDURES 01330 -2 3716 I. Transmittal: Package each initial submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. NIP Program Manager will return submittals, without review, received from sources other than Contractor. 1. On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by NIP Program Manager on previous submittals, and deviations from requirements of the Contract Documents, including minor variations and limitations. Include the same label information as the related submittal. 2. Include Contractor's certification stating that information submitted complies with requirements of the Contract Documents. 3. Transmittal Form: Provide locations on form for the following information: a. Project name. b. Date. C. Destination (To:). d. Source (From:). e. Category and type of submittal. f. Submittal purpose and description. g. Submittal and transmittal distribution record. h. Remarks. i. Signature of transmitter. J. Distribution: Furnish copies of final reviewed sets of the submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. K. Use for Construction: Use only final submittals with mark indicating action taken by NIP Program Manager in connection with construction. PART 2 - PRODUCTS 2.01 ACTION SUBMITTALS A. General: Prepare and submit Action Submittals required by individual Specification Sections. 1. Number of Copies: Submit copies of each submittal, as follows, unless otherwise indicated: a. Initial Submittal: Submit One (1) electronic PDF copy of each submittal. Required corrections will be noted on the PDF copy and the PDF will be stamped and returned to the Contractor for re-submittal, or if requiring no revisions when initially submitted, will be stamped and returned to the Contractor. B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. 1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data. 2. Identify each submittal with a cover sheet with the appropriate Specification Division, Section and Paragraph. 3. Mark each copy of each submittal to show which products and options are applicable. 4. Include the following information, as applicable: a. Manufacturer's written recommendations. b. Manufacturer's product specifications. C. Manufacturer's catalog cuts. d. Printed performance curves. e. Standard product operating and maintenance manuals. f. Compliance with recognized trade association standards. SUBMITTAL PROCEDURES 01330 - 3 3717 g. Compliance with recognized testing agency standards. h. Additional requirements indicated in Volume 2 of 5 - Divisions 2-16. C. Samples: Prepare physical units of materials or products, including the following: 1. Comply with requirements in Division 1 Section 01400 "Quality Requirements" for mockups. 2. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from the same material to be used for the Work, cured and finished in manner specified, and physically identical with the product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: Partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection. 3. Preparation: Mount, display, or package Samples in manner specified to facilitate review of qualities indicated. Prepare Samples to match NIP Program Manager's sample where so indicated. Attach label on unexposed side that includes the following: a. Generic description of Sample. b. Product name or name of manufacturer. C. Sample source. 4. Additional Information: On an attached separate sheet, prepared on Contractor's letterhead, provide the following: a. Size limitations of manufacturer. b. Compliance with recognized standards. C. Availability. d. Delivery time. 5. Submit Samples for review of kind, color, pattern, and texture for a final check of these characteristics with other elements and for a comparison of these characteristics between final submittal and actual component as delivered and installed. a. If variation in color, pattern, texture, or other characteristic is inherent in the product represented by a Sample, submit at least three (3) sets of paired units that show approximate limits of the variations. b. Refer to individual Specification Sections for requirements for Samples that illustrate workmanship, fabrication techniques, and details of assembly, connections, operation, and similar construction characteristics. 6. Number of Samples for Verification: Submit one (1) sets of Samples. Clearly mark samples for color, finish, glass tint identification. NIP Program Manager will retain the Sample set as a Project Record Sample.. Sample sets will be used to determine final acceptance of construction associated with each set. D. Product Schedule or List: Prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form: 1. Type of product. Include unique identifier for each product. 2. Number and name of room or space. 3. Location within room or space. E. Submittals Schedule: Comply with requirements in Division 1 Section 01320 "Construction Progress Documentation." F. Application for Payment: Comply with requirements in Division 1 Section 01290 "Payment Procedures." G. Schedule of Values: Comply with requirements in Division 1 Section 01290 "Payment Procedures." SUBMITTAL PROCEDURES 01330 -4 3718 H. Subcontractor and Supplier List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form: 1. Name, address, and telephone number of entities performing subcontract or supplying products. 2. Number and title of related Specification Section(s) covered by subcontract. 3. Drawing number and detail references, as appropriate, covered by subcontract. 2.02 INFORMATIONAL/ADMINISTRATIVE SUBMITTALS A. General: Prepare and submit Informational Submittals required by other Specification Sections. 1. Number of Copies: Submit in electronic PDF format, unless otherwise indicated. 2. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. An officer shall sign certificates and certifications or other individual authorized to sign documents on behalf of that entity. 3. Test and Inspection Reports: Comply with requirements in Division 1 Section 01400 "Quality Requirements." B. Contractor's Construction Schedule: Comply with requirements in Division 1 Section 01320 "Construction Progress Documentation." C. Qualification Data: Prepare written information that demonstrates capabilities and experience of Contractor and Sub Contracting firms or persons. Include lists of completed projects with project names, dates and addresses, with contact names, addresses and Telephone numbers of contacts (Owners, Architects or Managers) with other information relevant to assurance of qualifications. D. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements. E. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer complies with requirements and, where required, is authorized for this specific Project. F. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements. G. Product Test Reports: Prepare written reports indicating current product produced by manufacturer complies with requirements. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency. H. Warranty information: Prepare a Manufacturer Warranty package for NIP Program Manager's review. The Manufacturer Warrantees shall be originals and as defined in the Technical Specifications Divisions 2-16. I. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment. Comply with requirements in Division 1 Section 01770 "Closeout Procedures." SUBMITTAL PROCEDURES 01330 - 5 3719 PART 3 - EXECUTION 3.01 CONTRACTOR'S REVIEW A. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to NIP Program Manager. B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. 3.02 NIP PROGRAM MANAGER'S ACTION A. General: NIP Program Manager will not review submittals that do not bear Contractor's approval stamp and will return them without action. B. Action Submittals: NIP Program Manager will review each submittal, make marks to indicate corrections or modifications required, and return it. NIP Program Manager will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken, submittals shall be reviewed for conformance with design intent only and such review will not relieve the Contractor from responsibility for fitting and construction of work, nor from furnishing material and work required by the Drawings, Specifications, and related documents which may not be indicated,or which may be indicated differently,on the approved shop drawings. Similarly, such review shall not constitute acceptance of deviations from the Drawings, Specifications, or instructions, nor from local, state, or federal laws, nor regulations or requirements of boards, commissions, or departments having jurisdiction, nor approval of conditions which may involve infringement of patents. C. Informational Submittals: NIP Program Manager will review each submittal and will not return it, or will reject and return it if it does not comply with requirements. NIP Program Manager will forward each submittal to appropriate party. D. Submittals not required by the Contract Documents will not be reviewed and may be discarded. END OF SECTION 01330 SUBMITTAL PROCEDURES 01330 - 6 3720 SECTION 01400 QUALITY REQUIREMENTS PART 1 - GENERAL 1.01 SUMMARY A. This Section includes administrative and procedural requirements for quality assurance and quality control. B. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1. Specific quality-control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products. It is the responsibility of the Contractor to meet the quality of materials and installations as defined in the individual Technical Specifications Divisions 2-16. 2. Specified tests, inspections, and related actions do not limit Contractor's quality-control procedures that facilitate compliance with the Contract Document requirements. 3. Requirements for Contractor to provide quality-control services required by Sponsor, NIP Program Manager, or authorities having jurisdiction are not limited by provisions of this Section. C. Related Sections include the following: 1. Division 1 Section "Cutting and Patching" for repair and restoration of construction disturbed by testing and inspecting activities. 2. Divisions 2 through16 Sections for specific test and inspection requirements. 3. Volume 3 of 4 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications. 1.02 DEFINITIONS A. Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and ensure that proposed construction complies with requirements. B. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that completed construction complies with requirements. Services do not include contract enforcement activities performed by NIP Program Manager. C. Testing Agency: Any entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency. QUALITY REQUIREMENTS 01400-1 3721 1.03 SUBMITTALS A. Qualification Data: For testing agencies specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include proof of qualifications in the form of a recent report on the inspection of the testing agency by a recognized authority. 1.04 QUALITY ASSURANCE A. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce the required units. B. Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project. C. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance. D. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance. E. Specialists: Certain sections of the Specifications require that specific construction activities shall be performed by entities who are recognized experts in those operations. Specialists shall satisfy qualification requirements indicated and shall be engaged for the activities indicated. 1. Requirement for specialists shall not supersede building codes and similar regulations governing the Work, nor interfere with local trade-union jurisdictional settlements and similar conventions. F. Testing Agency Qualifications: An agency with the experience and capability to conduct testing and inspecting indicated, as documented by ASTM E 548, and that specializes in types of tests and inspections to be performed. 1.05 QUALITY CONTROL A. Contractor Responsibilities: Unless otherwise indicated, provide quality-control services specified and required by authorities having jurisdiction. 1. Where quality-control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality-control service. 2. Testing and inspecting requested by Contractor and not required by the Contract Documents are Contractor's responsibility. 3. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct. B. Special Tests and Inspections: The Sponsor or NIP Program Manager will engage a testing agency to conduct special tests and inspections as required by the authorities. 1. Testing agency will notify NIP Program Manager and Contractor promptly of irregularities and deficiencies observed in the Work during performance of its services. 2. Testing agency will submit a certified written report of each test, inspection, and similar quality-control service to NIP Program Manager with copy to Contractor and to authorities having jurisdiction. QUALITY REQUIREMENTS 01400-2 3722 3. Testing agency will submit a final report of special tests and inspections at the time of Substantial Completion or Final inspection, which may include a list of unresolved deficiencies. 4. Testing agency will interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents. 5. Testing agency will retest and re-inspect corrected work. C. Manufacturer's Field Services: Where indicated, engage a factory-authorized service representative to inspect field-assembled components and equipment installation, including service connections. Report results in writing. D. Retesting/Re-inspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality-control services, including retesting and re-inspecting, for construction that revised or replaced Work that failed to comply with requirements established by the Contract Documents. E. Testing Agency Responsibilities: Cooperate with NIP Program Manager and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections. 1. Notify NIP Program Manager and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services. 2. Interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from requirements. 3. Submit a certified written report, in duplicate, of each test, inspection, and similar quality- control service through Contractor. 4. Do not release, revoke, alter, or increase requirements of the Contract Documents or approve or accept any portion of the Work. 5. Do not perform any duties of Contractor. F. Associated Services: Cooperate with agencies performing required tests, inspections, and similar quality-control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following: 1. Access to the Work. 2. Incidental labor and facilities necessary to facilitate tests and inspections. 3. Adequate quantities of representative samples of materials that require testing and inspecting. Assist agency in obtaining samples. 4. Facilities for storage and field-curing of test samples. 5. Delivery of samples to testing agencies. 6. Preliminary design mix proposed for use for material mixes that require control by testing agency. 7. Security and protection for samples and for testing and inspecting equipment at Project site. G. Coordination: Coordinate sequence of activities to accommodate required quality-assurance and quality-control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting. 1. Schedule times for tests, inspections, obtaining samples, and similar activities. QUALITY REQUIREMENTS 01400-3 3723 PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.01 REPAIR AND PROTECTION A. General: On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes. 1. Provide materials and comply with installation requirements specified in other Sections of these Specifications. Restore patched areas and extend restoration into adjoining areas in a manner that eliminates evidence of patching. 2. Comply with the Contract Document requirements for Division 1 Section "Cutting and Patching." B. Protect construction exposed by or for quality-control service activities. C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality-control services. END OF SECTION 01400 QUALITY REQUIREMENTS 01400-4 3724 SECTION 01420 REFERENCES PART 1 - GENERAL 1.01 DEFINITIONS A. General: Basic Contract definitions are included in the Conditions of the Contract. B. "Approved": The term "reviewed," when used to convey NIP Program Manager's action on Contractor's submittals, applications, and requests, is limited to NIP Program Manager's duties and responsibilities as stated in the Conditions of the Contract. C. "Directed": Terms such as "directed," "requested," "authorized," "selected," "approved," "required," and "permitted" mean directed by NIP Program Manager, requested by NIP Program Manager, and similar phrases. D. "Indicated": The term "indicated" refers to graphic representations, notes, or schedules on Drawings or to other paragraphs or schedules in Specifications and similar requirements in the Contract Documents. Terms such as "shown," "noted," "scheduled," and "specified" are used to help the user locate the reference. E. "Regulations": The term "regulations" includes laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, as well as rules, conventions, and agreements within the construction industry that control performance of the Work. F. "Furnish": The term "furnish" means to supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations. G. "Install": The term "install" describes operations at Project site including unloading, temporarily storing, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. H. "Provide": The term "provide" means to furnish and install, complete and ready for the intended use. I. "Installer": An installer is the Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub-subcontractor, to perform a particular construction operation, including installation, erection, application, and similar operations. J. The term "experienced," when used with an entity, means having successfully completed a minimum of five (5) previous projects similar in size and scope to this Project; being familiar with special requirements indicated; and having complied with requirements of authorities having jurisdiction. 1. Using a term such as "carpentry" does not imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter." It also does not imply that requirements specified apply exclusively to tradespeople of the corresponding generic name. REFERENCES 01420 - 1 3725 K. "Project site" is the space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built. 1.02 INDUSTRY STANDARDS A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. B. Publication Dates: Comply with standards in effect as of date of the Contract Documents, unless otherwise indicated. C. Conflicting Requirements: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different, but apparently equal, to NIP Program Manager for a decision before proceeding. 1. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to NIP Program Manager for a decision before proceeding. D. Copies of Standards: Each entity engaged in construction on Project must be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents. 1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source and make them available on request. E. Abbreviations and Acronyms for Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names and Web site addresses are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. F. AAMA American Architectural Manufacturers Association www.aamanet.org AIA American Institute of Architects (The) www.aiaonline.org AITC American Institute of Timber Construction ALSC American Lumber Standard Committee ANSI American National Standards Institute www.ansi.org APA APA-The Engineered Wood Association www.apawood.org ASTM American Society for Testing and Materials www.astm.org REFERENCES 01420 -2 3726 AWI Architectural Woodwork Institute www.awinet.org AWPA American Wood-Preservers'Association www.awpa.com AWS American Welding Society www.aws.org CIMA Cellulose Insulation Manufacturers Association www.cellulose.org CSI Construction Specifications Institute (The) www.csinet.org CSSB Cedar Shake & Shingle Bureau www.cedarbureau.org DHI Door and Hardware Institute www.dhi.org GA Gypsum Association www.gypsum.org GANA Glass Association of North America (Formerly: FGMA- Flat Glass Marketing Association) www.glasswebsite.com/gana GTA Glass Tempering Division of Glass Association of North America (See GANA) IGCC Insulating Glass Certification Council www.igcc.org LSGA Laminated Safety Glass Association (See GANA) NeLMA Northeastern Lumber Manufacturers'Association www.nelma.org NFRC National Fenestration Rating Council www.nfrc.org NGA National Glass Association www.glass.org NHLA National Hardwood Lumber Association www.natlhardwood.org NLGA National Lumber Grades Authority www.nlga.org NWWDA National Wood Window and Door Association (See WDMA) REFERENCES 01420 - 3 3727 SGCC Safety Glazing Certification Council www.sgcc.org SIGMA Sealed Insulating Glass Manufacturers Association www.sigmaonline.org/sigma SMA Screen Manufacturers Association UL Underwriters Laboratories Inc. www.ul.com WCLIB West Coast Lumber Inspection Bureau www.wclib.org WDMA Window& Door Manufacturers Association (Formerly: NWWDA - National Wood Window and Door Association) www.wdma.com WIC Woodwork Institute of California www.wicnet.org WMMPA Wood Moulding & Millwork Producers Association www.wmmpa.com WWPA Western Wood Products Association www.wwpa.org G. Abbreviations and Acronyms for Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names and Web site addresses are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. FBC Florida Building Commission www.floridabuilding.org ICC International Code Council www.iccsafe.org H. Abbreviations and Acronyms for Federal Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web site addresses are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. CFR Code of Federal Regulations www.access.gpo.gov/nara/cfr CPSC Consumer Product Safety Commission www.cpsc.gov REFERENCES 01420 -4 3728 DOC Department of Commerce www.doc.gov DOD Department of Defense DOD Specifications and Standards www.astimage.daps.dla.mil/online EPA Environmental Protection Agency www.epa.gov FAA Federal Aviation Administration Department of Transportation www.faa.gov FED-STD Federal Standard (See FS) FS Federal Specification (Available from DOD, GSA, and NIBS) FTMS Federal Test Method Standard (See FS) NIST National Institute of Standards and Technology www.nist.gov OSHA Occupational Safety& Health Administration (See CFR 29) www.osha.gov PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01420 REFERENCES 01420 - 5 3729 SECTION 01500 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.01 SUMMARY A. This Section includes requirements for temporary facilities and controls, including temporary utilities, support facilities, and security and protection facilities. B. Support facilities include, but are not limited to, the following: 1. Project Field Offices. 2. Portable Toilet Facilities C. Related Sections include the following: 1. Division 1 Section 01330 "Submittal Procedures" for procedures for submitting copies of implementation and termination schedule and utility reports. 2. Division 1 Section 01700 "Execution Requirements"for progress cleaning requirements. 3. Volume 3 of 4 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications. 1.02 USE CHARGES A. General: Cost or use charges for temporary facilities are not chargeable to Sponsor or NIP Program Manager and shall be included in the Contract Sum. Allow other entities to use temporary services and facilities without cost, including, but not limited to, the following: 1. Sponsor's construction forces. 2. Occupants of Project. 3. Program Manager. 4. Testing agencies. 5. Personnel of authorities having jurisdiction. 1.03 QUALITY ASSURANCE A. Standards: Comply with ANSI A10.6, NECA's "Temporary Electrical Facilities," and NFPA 241. 1.04 PROJECT CONDITIONS A. Conditions of Use: The following conditions apply to use of temporary services and facilities by all parties engaged in the Work: 1. Keep temporary services and facilities clean and neat. TEMPORARY FACILITIES 01500 - 1 3730 PART 2 - PRODUCTS 2.01 MATERIALS A. Not Used 2.02 EQUIPMENT A. General: Provide equipment suitable for use intended. B. Field Offices: The Contractor shall provide a field office with close proximity to the work under this Contract. Field office shall be an air-conditioned space with toilet facilities available for use. Field office shall be available to the Sponsor, NIP Program Manager for meetings or as required to supervise and/or facilitate work of the Contract. Contractor shall provide work space for the NIP Program Manager at the field office. This shall include, but not be limited to:desk,file cabinet, printing/copying/scanning machine. The NIP Program Manager shall have access to the field office during normal work hours, as specified herein. C. Fire Extinguishers: Hand-carried, portable, UL rated. Provide class and extinguishing agent as indicated or a combination of extinguishers of NFPA-recommended classes for exposures. 1. Comply with NFPA 10 and NFPA 241 for classification, extinguishing agent, and size required by location and class of fire exposure. PART 3 - EXECUTION 3.01 INSTALLATION, GENERAL A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. 3.02 SUPPORT FACILITIES INSTALLATION A. General: Comply with the following: 1. Locate field offices,storage sheds,sanitary facilities, and other temporary construction and support facilities in locations as approved by the NIP Program Manager. 2. Maintain support facilities until Project Substantial Completion. B. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from construction operations. Containerize and clearly label hazardous,dangerous,or unsanitary waste materials separately from other waste. Comply with Division 1 Section 01700 "Execution Requirements"for progress cleaning requirements. 1. If required by authorities having jurisdiction, provide separate containers, clearly labeled, for each type of waste material to be deposited. 2. Develop a waste management plan for Work performed on Project. Indicate types of waste materials Project will produce and estimate quantities of each type. Provide detailed information for on-site waste storage and separation of recyclable materials. Provide information on the destination of each type of waste material and means to be used to dispose of all waste materials. TEMPORARY FACILITIES 01500 -2 3731 C. Portable Toilets Facilities for Workers: Portable toilets may be located along the road right of way in a location suitable to the City of Key West, NIP Program Manager and Property Owner. Service toilets regularly to prevent nuisance odors and sanitation issues. D. Storage: This Contractor shall not store materials at any of the properties. 3.03 OPERATION, TERMINATION, AND REMOVAL A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse, limit availability of temporary facilities to essential and intended uses. B. Maintenance: Maintain facilities in good operating condition until removal. C. Termination and Removal: Remove each temporary facility when the need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired. 1. Materials and facilities that constitute temporary facilities are the property of Contractor. 2. At Substantial Completion, clean and renovate permanent facilities used during construction period. Comply with final cleaning requirements in Division 1 Section 01770 "Closeout Procedures." END OF SECTION 01500 TEMPORARY FACILITIES 01500 - 3 3732 SECTION 01600 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.01 SUMMARY A. This Section includes the following administrative and procedural requirements: Selection of products for use in Project; product delivery, storage, and handling; manufacturers' standard warranties on products; special warranties; product substitutions; and comparable products. B. Related Sections include the following: 1. Division 1 Section 01420 "References" for applicable industry standards for products specified. 2. Division 1 Section 01770 "Closeout Procedures" for submitting warranties for contract closeout. 3. Divisions 2 through 16 Sections for specific requirements for warranties on products and installations specified to be warranted. 4. Volume 3 of 4 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications. 1.02 DEFINITIONS A. Products: Items purchased for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent. 1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation, shown or listed in manufacturer's published product literature, that is current as of date of the Contract Documents. 2. New Products: Items that have not previously been incorporated into another project or facility. Products salvaged or recycled from other projects are not considered new products. 3. Comparable Product: Product that is demonstrated and approved through submittal process,or where indicated as a product substitution,to have the indicated qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product. B. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor. C. Manufacturer's Warranty: Preprinted written warranty published by individual manufacturer for a particular product and specifically endorsed by manufacturer to the Property Owner. D. Special Warranty: Written warranty required by or incorporated into the Contract Documents, either to extend time limit provided by manufacturer's warranty or to provide more rights for Property Owner. PRODUCT REQUIREMENTS 01600 - 1 3733 1.03 SUBMITTALS A. Product List: Submit a list, in tabular from, showing specified products. Include generic names of products required. Include manufacturer's name and proprietary product names for each product. 1. Coordinate product list with Contractor's Construction Schedule and the Submittals Schedule. 2. Form: Tabulate information for each product under the following column headings: a. Specification Section number and title. b. Generic name used in the Contract Documents. C. Proprietary name, model number, and similar designations. d. Manufacturer's name and address. e. Supplier's name and address. f. Projected delivery date or time span of delivery period. 3. Initial Submittal: Within ten (10) days after notice to proceed, submit initial product list in electronic PDF format. Include a written explanation for omissions of data and for variations from Contract requirements. a. At Contractor's option, initial submittal may be limited to product selections and designations that must be established early in Contract period. 4. Completed List: Within fifteen (15) days after date of Notice to Proceed, submit a completed product list, indicating all products used in the project in electronic PDF format. Such list should directly correspond to product submittals. Include a written explanation for omissions of data and for variations from Contract requirements. 5. NIP Program Manager's Action: NIP Program Manager will respond in writing to Contractor within fifteen (15) days of receipt of completed product list. NIP Program Manager's response will include a list of unacceptable product selections and a brief explanation of reasons for this action. NIP Program Manager's response, or lack of response, does not constitute a waiver of requirement that products comply with the Contract Documents. B. Substitution Requests: Submit each request for consideration in electronic PDF format. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. 1. Documentation: Show compliance with requirements for substitutions and the following, as applicable: a. Statement indicating why specified material or product cannot be provided. b. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by separate contracts that will be necessary to accommodate proposed substitution. C. Product Data, including drawings and descriptions of products and fabrication and installation procedures. d. Samples, where applicable or requested. e. List of similar installations for completed projects with project names and addresses, and names and addresses of architects and sponsors. f. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated. g. Research/evaluation reports evidencing compliance with building code in effect for Project,from a model code organization acceptable to authorities having jurisdiction. h. Detailed comparison of Contractor's Construction Schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If a specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating lack of availability or delays in delivery. i. Cost information, including a proposal of change, if any, in the Contract Sum. j. Contractor's certification that proposed substitution complies with requirements in the Contract Documents and is appropriate for applications indicated. PRODUCT REQUIREMENTS 01600 -2 3734 k. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results. 2. NIP Program Manager's Action: If necessary, NIP Program Manager will request additional information or documentation for evaluation within one (1)week of receipt of a request for substitution. NIP Program Manager will notify Contractor of acceptance or rejection of proposed substitution within fifteen (15) days of receipt of request, or seven (7) days of receipt of additional information or documentation, whichever is later. a. Form of Acceptance: Change Order. b. Use product specified if NIP Program Manager cannot make a decision on use of a proposed substitution within time allocated. 1.04 QUALITY ASSURANCE A. Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, product selected shall be compatible with products previously selected, even if previously selected products were also options. 1.05 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft. Comply with manufacturer's written instructions. 1. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. 2. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. 3. Inspect products on delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected. 4. Store products to allow for inspection and measurement of quantity or counting of units. 5. Comply with product manufacturer's written instructions for temperature, humidity, ventilation, and weather-protection requirements for storage. 6. Protect stored products from damage. B. Storage: Provide a secure location for storage of materials and equipment by construction forces. Coordinate location with NIP Program Manager. 1.06 PRODUCT WARRANTIES A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract Documents. B. Special Warranties: Prepare a written document that contains appropriate terms and identification, ready for execution. Submit a draft for approval before final execution. 1. Specified Form: Forms are included with the Specifications. Prepare a written document using appropriate form properly executed. 2. Refer to Divisions 2 through 16 Sections for specific content requirements and particular requirements for submitting special warranties. PRODUCT REQUIREMENTS 01600 - 3 3735 C. Submittal Time: Comply with requirements in Division 1 Section 01770 "Closeout Procedures." PART 2 - PRODUCTS 2.01 PRODUCT OPTIONS A. General Product Requirements: Provide products that comply with the Contract Documents,that are undamaged, and unless otherwise indicated, that are new at time of installation. 1. Provide products complete with accessories,trim,finish,fasteners,and other items needed for a complete installation and indicated use and effect. 2. Standard Products: If available, and unless custom products or nonstandard options are specified, provide standard products of types that have been produced and used successfully in similar situations on other projects. 3. The Sponsor and NIP Program Manager reserve the right to limit selection to products with warranties not in conflict with requirements of the Contract Documents. 4. Where products are accompanied by the term "as selected," NIP Program Manager will make selection. 5. Where products are accompanied by the term "match sample," sample to be matched is NIP Program Manager's. 6. Single Source Manufacturer: The Contractor must use a single manufacturer to respond to the performance requirements in the Technical Specifications Division 2-16. This requirement is included to prevent two dissimilar products in adjacent locations. If a manufacturer does not provide sizes or styles the Contractor is required to call attention to and request clarification from the NIP Program Manager prior to Order. 7. Descriptive, performance, and reference standard requirements in the Specifications establish "salient characteristics"of products. 8. Or Equal: Where products are specified by name and accompanied by the term"or equal" or"or approved equal"or"or approved," comply with provisions in "Comparable Products" Article to obtain approval for use of an unnamed product. B. Product Selection Procedures: Procedures for product selection include the following: 1. Products: Where Specification paragraphs or subparagraphs titled "Products" introduce a list of names of both products and manufacturers, provide one of the products listed that complies with requirements. a. Substitutions may be considered, unless otherwise indicated. 2. Manufacturers: Where Specification paragraphs or subparagraphs titled "Manufacturers" introduce a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements. a. Substitutions may be considered, unless otherwise indicated. 2.02 PRODUCT SUBSTITUTIONS A. Timing: NIP Program Manager will consider requests for substitution if received within fifteen (15) days after the Notice to Proceed-Permits. Requests received after that time may be considered or rejected at the discretion of NIP Program Manager. B. Conditions: NIP Program Manager will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, NIP Program Manager will return requests without action, except to record noncompliance with these requirements: 1. Requested substitution is consistent with the Contract Documents and will produce indicated results. PRODUCT REQUIREMENTS 01600 -4 3736 2. Substitution request is fully documented and properly submitted. 3. Requested substitution will not adversely affect Contractor's Construction Schedule. 4. Requested substitution has received necessary approvals of authorities having jurisdiction. 5. Requested substitution is compatible with other portions of the Work. 6. Requested substitution has been coordinated with other portions of the Work. 7. Requested substitution provides specified warranty. 2.03 COMPARABLE PRODUCTS A. Where products or manufacturers are specified by name,submit the following, in addition to other required submittals, to obtain approval of an unnamed product: 1. Evidence that the proposed product does not require extensive revisions to the Contract Documents,that it is consistent with the Contract Documents and will produce the indicated results, and that it is compatible with other portions of the Work. 2. Detailed comparison of significant qualities of proposed product with those named in the Specifications. Significant qualities include attributes such as performance, weight, size, durability, visual effect, and specific features and requirements indicated. 3. Evidence that proposed product provides specified warranty. 4. List of similar installations for completed projects with project names and addresses, and names and addresses of architects and sponsors, if requested. 5. Samples, if requested. PART 3 - EXECUTION (Not Used) END OF SECTION 01600 PRODUCT REQUIREMENTS 01600 - 5 3737 SECTION 01700 EXECUTION REQUIREMENTS PART 1 - GENERAL 1.01 SUMMARY A. This Section includes general procedural requirements governing execution of the Work including, but not limited to, the following: 1. General installation of products. 2. Progress cleaning. 3. Protection of installed construction. 4. Correction of the Work. B. Related Sections include the following: 1. Division 1 Section 01731 "Cutting and Patching" 2. Division 1 Section 01770 "Closeout Procedures" 3. Volume 3 of 4 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.01 EXAMINATION A. General: Examination of the site and pertinent existing buildings shall be made by the Contractor who shall compare it to the Contract Drawings and Specifications to determine the exact amount including that to be removed, altered and/or reconnected. The Contractor shall be satisfied as to the condition under which the work is to be performed and gain complete knowledge of the scope of the work to provide a complete and operable system. No allowances shall subsequently be made for any extra expense to which the Contractor may be accountable due to failure to make such examination and to include the required materials and labor in the bid. B. Acceptance of Conditions: Examine substrates, areas, and conditions,with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations. 1. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. 2. Examine roughing-in for mechanical and electrical systems to verify actual locations of connections before equipment and fixture installation. 3. Examine walls, floors, and roofs for suitable conditions where products and systems are to be installed. 4. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions. EXECUTION REQUIREMENTS 01700 - 1 3738 3.02 PREPARATION A. Existing Utility Interruptions: Do not interrupt utilities serving facilities unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: 1. Notify NIP Program Manager and Sponsor in the shop drawings and in writing not less than two (2)days in advance of proposed utility interruptions. B. Field Measurements: Coordinate field measurements for primary products (windows and doors) with a representative from the Manufacturer to ensure correct measurement, order and fit of products. Recheck and verify measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work. C. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents, submit a request for information to NIP Program Manager. Include a detailed description of problem encountered,together with recommendations for changing the Contract Documents. Submit requests for information in writing. 3.03 INSTALLATION A. General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated. 1. Make vertical work plumb and make horizontal work level. 2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement. 3. Conceal pipes, ducts, and wiring in finished areas, unless otherwise indicated. B. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated. C. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion. D. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. E. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels. Anchors and Fasteners: The Contractor is to be responsible for installations which are in adherence to the Manufacturer provided installation instructions, Florida Building Code and Florida Product Approval. Provide anchors and fasteners as required to anchor each component securely in place, accurately located and aligned with other portions of the Work. 1. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by NIP Program Manager. 2. Allow for building movement, including thermal expansion and contraction. G. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints. H. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous. EXECUTION REQUIREMENTS 01700 -2 3739 3.04 PROGRESS A. Site: Maintain Project site free of waste materials and debris. B. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work. 1. Remove liquid spills promptly. 2. Where dust would impair proper execution of the Work, broom-clean or vacuum the entire work area, as appropriate. C. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces. D. Concealed Spaces: Remove debris from concealed spaces before enclosing the space. E. Exposed Surfaces: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion. F. Cutting and Patching: Clean areas and spaces where cutting and patching are performed. Completely remove paint, mortar, oils, putty, and similar materials. 1. Thoroughly clean piping, conduit, and similar features before applying paint or other finishing materials. Restore damaged pipe covering to its original condition. G. Waste Disposal: Legally dispose of all waste materials off-site. Burying or burning waste materials on-site will not be permitted. Washing waste materials down sewers or into waterways will not be permitted. H. During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion. I. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. J. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. 3.05 PROTECTION OF INSTALLED CONSTRUCTION A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion. B. Comply with manufacturer's written instructions for temperature and relative humidity. 3.06 CORRECTION OF THE WORK A. Repair or remove and replace defective construction. Restore damaged substrates and finishes. Comply with requirements in Division 1 Section 01731 "Cutting and Patching." EXECUTION REQUIREMENTS 01700 -3 3740 1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. B. Restore permanent facilities used during construction to their specified condition. C. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired without visible evidence of repair. D. Repair components that do not operate properly. Remove and replace operating components that cannot be repaired. E. Remove and replace chipped, scratched, and broken glass or reflective surfaces. END OF SECTION 01700 EXECUTION REQUIREMENTS 01700 -4 3741 SECTION 01731 CUTTING AND PATCHING PART 1 - GENERAL 1.01 SUMMARY A. This Section includes procedural requirements for cutting and patching. B. Related Sections include the following: 1. Divisions 3 through16 Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work. 2. Volume 3 of 4 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications. 1.02 DEFINITIONS A. Cutting: Removal of existing construction necessary to permit installation or performance of other Work. B. Patching: Fitting and repair work required to restore surfaces to original conditions after installation of other Work. 1.03 SUBMITTALS 1.04 QUALITY ASSURANCE A. Structural Elements: Do not alter or cut structural elements without specific engineering approval provided by the Program Manager. B. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety. C. Miscellaneous Elements: Do not cut and patch the elements or related components in a manner that could change their load-carrying capacity, that results in reducing their capacity to perform as intended, or that results in increased maintenance or decreased operational life or safety. D. Visual Requirements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in Program Manager's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner. CUTTING AND PATCHING 01731 - 1 3742 PART 2 - PRODUCTS 2.01 MATERIALS A. General: Comply with requirements specified in other Sections of these Specifications. B. Existing Materials: Use materials identical to existing materials. For exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible. 1. If identical materials are unavailable or cannot be used, use materials that,when installed, will match the visual and functional performance of existing materials. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine surfaces to be cut and patched and conditions under which cutting and patching are to be performed. 1. Compatibility: Before patching, verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. 2. Proceed with installation only after unsafe or unsatisfactory conditions have been corrected. 3.02 PREPARATION A. Temporary Support: Provide temporary support of Work to be cut. B. Protection: Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations. C. Dust Control: The Contractor shall provide maximum dust control in both the interior and exterior of the treated condominium units utilizing dust control barriers, coordination of the work to minimize cross ventilation, HEPA vacuums. D. Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. E. Existing Services: Where existing services are required to be removed, relocated,or abandoned, bypass such services before cutting to avoid interruption of services to occupied areas. 3.03 PERFORMANCE A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay. 1. Cut existing construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition. CUTTING AND PATCHING 01731 -2 3743 B. Cutting: Cut existing construction by sawing, drilling, breaking, chipping, grinding, and similar operations using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations. 1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. 2. Existing Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. 3. Concrete or Masonry: Cut using a cutting machine,such as an abrasive saw or a diamond- core drill. 4. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting. 5. Proceed with patching after construction operations requiring cutting are complete. C. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other Work. Patch with durable seams that are as invisible as possible. Provide materials and comply with installation requirements specified in other Sections of these Specifications. 1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate integrity of installation. 2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. 3. Plaster Surrounds: Where walls require patching to provide new plaster surrounds, provide an even surface of uniform finish, color, texture, and appearance. Remove existing wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance. a. Where patching occurs in a painted surface, apply primer and intermediate paint coats over the patch and apply final paint coat over entire wall surface containing the patch to the edges of natural breaks. Provide additional coats until patch blends with adjacent surfaces. 4. Repairing and Replacing Existing Work: All items of existing work which are to remain and are damaged or removed on account of work done under this Contract, including interior and exterior finishes, trim, fixtures, and furnishings, shall be repaired and replaced to match existing adjacent work in all respects. Any damage to buildings, roads, public roads, bituminous concrete areas, fences, lawn areas, trees, shrubbery, poles, underground utilities, etc. shall be made good by the Contractor at his/her own expense, all to the satisfaction of the Program Manager. 5. Existing Electrical Items at New Wall/Ceiling Modifications: Where a new wall or ceiling modification (or vertical/horizontal duct enclosure) is being installed, any existing lights, fans, outlets, switches, plugs, telephone jacks, cable jacks, thermostats, etc., or any other item(s), exclusive of security systems, affected by the installation of the new work, are to be extended forward and reinstalled to accommodate the new wall or ceiling modification. Provide new wiring, plug extensions, etc. as required CUTTING AND PATCHING 01731 - 3 3744 for a complete and operable installation. All work shall be performed in accordance with all applicable codes. Patch all wall/ceiling finishes to match existing thickness before installation of new wall or ceiling modification. 6. Existing Closet Shelving/Casework— Remove/Reinstall at New Work: Where new work is in contact or in conflict with existing shelving, casework, or other finished item, remove and reinstall the item to its original location with necessary modifications to existing items as directed by Architect or unless otherwise noted. Provide new parts to match existing where required for a complete, safe, and secure reinstallation. Provide new trim where required. 7. Existing Floor Finishes -Cut Back/Protect at New Wall /Door Modifications: Where a new door is to be installed, the existing carpeting and/or pad, or other floor finish shall be cut back and reinstalled to accommodate the door installation. Protect existing floor finish during construction. Reinstalled floor finish shall match existing conditions. Provide new tack strips, trim, padding, etc., where required, for a complete and finished installation. Repair Concrete Terrazzo floors where required to provide a solid installation. 8. New Ductwork Penetrations: At new, wall, or ceiling ductwork openings, the floor, wall and/or ceiling finish affected by new openings shall be repaired to match existing. Openings created for new ductwork shall be no greater than 5/8 inch around the perimeter of the ductwork and shall be filled with fiberglass insulation, backer rod, and sealant(with wood blocking,as required by these specifications). Provide new metal collar(s)and ceiling penetrations. Where new ductwork passes through a closet space, cut back and adjust existing shelves, bracket(s), rods, etc. to accommodate new ductwork. 9. New Ductwork at Finished Ceilings: Where a finished GWB or other ceiling exists in any space designated to receive new ductwork, where designated, provide new duct enclosure as detailed. Provide new ceiling material, finish and components, as required, to match existing for a complete, finished installation. 10. New Work in Closet Space: At installation of a new attic access panel or ceiling modification, duct enclosure, etc. or other construction within a closet or kitchen cabinet, remove existing obstruction required for installation of the new work. Adjust, as required, and reinstall the existing item to their original location. Replace any item(s)damaged during the course of removal with new to match existing. If items are not reusable, provide new to match existing. 11. Stucco Matching: Exterior stucco shall be mixed and applied to match existing texture and shall be ready to receive finish paint. If the existing stucco is an integral color material, the new stucco shall match that color. 12. Concrete Masonry Units: Masonry shall be installed using materials which match existing. Fit masonry units into bonding and coursing pattern. Mortar joint width and color to match existing. 13. New Windows/Doors - Remove and Reinstall Items: Where required for the installation of program work; remove existing shutters, planters, etc.,or any other item that obstructs the work. Reinstall the existing materials to the original location with new galvanized fastening devices as required for a complete, secure, and safe reinstallation. 14. New Ceilings - Extend Electrical Items: CUTTING AND PATCHING 01731 -4 3745 At new ceiling modifications, all existing ceiling lighting fixtures, smoke alarms, switches, receptacles,fans, or other electrical items(exclusive of security or fire alarm systems)shall be extended forward to accommodate the ceiling modification. This shall include telephone, coaxial, and audio cables. 15. Specialty Finishes: Matching Specialty Wall Finishes including but not limited to: Wallpaper, murals, faux painting, mirrors, etc. will not be required of the Contractor. The Contractor shall minimize any damage to existing finishes beyond the immediate area of work. Patch, Sand, Prime and Paint new surfaces to receive specialty finishes to be installed by others. END OF SECTION 01731 CUTTING AND PATCHING 01731 - 5 3746 SECTION 01770 CLOSEOUT PROCEDURES PART 1 - GENERAL 1.01 SUMMARY A. This Section includes administrative and procedural requirements for contract closeout. The number of individual Properties and sequential construction dictates that many of these closeout procedures are to be completed on a per Property basis. The close-out activities per Property include, but not limited to, the following: 1. Inspection and Certification procedures. 2. Project Record Documents. 3. Operation and maintenance manuals. 4. Warranties. 5. Final cleaning. B. Related Sections include the following: 1. Division 1 Section 01290 "Payment Procedures" for requirements for Applications for Payment for Substantial and Final Completion. 2. Division 1 Section 01320 "Construction Progress Documentation" for submitting Final Completion construction photographs. 3. Division 1 Section 01700 "Execution Requirements"for progress cleaning of Project site. 4. Divisions 2 through 16 Sections for specific closeout and special cleaning requirements for products of those Sections. 5. Volume 3 of 4 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications. 1.02 SUBMITTALS A. Submit samples of operating and maintenance and warranty packets for NIP Program Manager's review. 1.03 SUBSTANTIAL COMPLETION A. The Contractor is required to provide thorough inspection and oversight of the completed work prior to the request for the Substantial Completion (punch-list) inspection. The NIP Program Manager will make a determination whether the work of a Property has reached Substantial Completion and will issue a Certificate of Substantial Completion for that Property if, in the sole opinion of the NIP Program Manager, it is Substantially Complete. The NIP Program Manager will attach a Punch List of incomplete items to the Certificate of Substantial Completion. 1. Should a limited amount of work remain incomplete due to circumstances beyond the Contractor's control, such as a defective product, which requires replacement, the Contractor may request in writing to the NIP Program Manager that this work be permitted to extend beyond the date required for Final Completion. Should the NIP Program Manager accept the request, the incomplete item shall not be a cause for determination that the Property has not reached Final Completion within the required dates. However, the remaining Punch List items shall be completed within the required dates. CLOSEOUT PROCEDURES 01770 - 1 3747 B. Prerequisites to Substantial Completion: Before requesting inspection for determining date of Substantial Completion, complete the following. Indicate items that are incomplete with request. 1. Each window,door, and each other major product; in a property shall be installed, including trim, painting and other related work. 2. Complete startup testing of mechanical systems. 3. Complete final cleaning, including touchup painting. 4. Touch up and otherwise repair and restore marred exposed finishes, new and existing, caused by construction. 5. Deliver tools, spare parts, extra materials and similar items to the Property Owner. Label with manufacturer's name and model number where applicable. 6. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete. 7. Provide copies of building permit inspection final inspection results. C. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of the request, the NIP Program Manager will either proceed with inspection or notify Contractor of unfulfilled requirements. NIP Program Manager will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by NIP Program Manager, which must be completed or corrected before certificate will be issued. 1. Re-inspection: Request re-inspection when the Work identified in previous inspections as incomplete is completed or corrected. 2. Results of completed inspection will form the basis of requirements for Final Completion. 1.04 FINAL COMPLETION A. Preliminary Procedures: Before requesting final inspection for determining date of Final Completion, complete the following: 1. The Contractor shall complete the punch list items in a timely manner and within the approved construction period assigned to each unit. The Contractor is required to provide thorough inspection and oversight of the completed punch-list items prior to the request for the Final Completion inspection. 2. Submit certified copy of NIP Program Manager's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by NIP Program Manager. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance. 3. Submit testing and balancing reports of HVAC systems. 4. Submit evidence of final, continuing insurance coverage complying with insurance requirements. 5. Submit specific workmanship bonds, maintenance service agreements, certifications, and similar documents. 6. Provide a copy of the record drawings to the NIP Program Manager for review at or prior to the final inspection. 7. Instruct Property Owner in operation, adjustment, and maintenance of products, equipment, and systems. 8. Submit complete Property Owner Warranty Manual, containing General Contractors warranty and warranties for all installed products, to Construction Manager pursuant to Section 1770-1.07C "Warranties" 9. Submit a fully executed Notice of Termination as required by section 713.18 of Florida Statutes for each property address for which work has been performed on the Project. 10. Submit documentation that building permits for each property address has been properly closed. B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, NIP Program Manager will either proceed with inspection or notify Contractor of unfulfilled CLOSEOUT PROCEDURES 01770 -2 3748 requirements. NIP Program Manager will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued. 1. Re-inspection: Request re-inspection when the Work identified in previous inspections as incomplete is completed or corrected. 1.05 PROJECT RECORD DOCUMENTS A. Refer to Section 01781 "Project Record Documents" 1.06 WARRANTIES A. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual. 1. Provide digital copies of warranty and maintenance manuals in pdf format. Download original copies of product information and manuals to ensure copies are clean and smallest file size as possible. 2. Provide a typed description of the product or installation, including the name of the product and the name, address, and telephone number of the installer. B. Proposed guarantee and warranty documents must be submitted to the NIP Program Manager for review and approval with other required submittals prior to commencement of construction. C. All materials and workmanship, furnished under the Technical Specifications, shall be warranted by the manufacturer for a minimum period of one (1) year from completion of the project except where longer period of warranty is specified. D. The Contractor shall furnish a written warranty for installation of said work for a period of one (1) year from date of final acceptance. E. The Contractor shall furnish a warranty plan to the NIP Program Manager for review that indicates the procedure for warranty resolution. This plan shall indicate the contact with statement regarding a minimum time period for response and the resolution of issues. F. All guarantees and warranties required in the various sections of the specifications which originate with a Subcontractor or Manufacturer must be delivered to the NIP Program Manager before final payment to the Contractor may be made for the amount of that sub trade of for the phase of work to which the guarantee or warranty relates. Upon final inspection and completion of punch listed items of each Property, as noted by the NIP Program Manager, the Contractor should submit, in duplicate, a package of requested guarantees and warranties for each Property. The warranty packages will include product descriptions, operation and maintenance information suitable for the Property Owners. 1.07 MAINTENANCE DATA A. Include in manual, operation, maintenance and warranty data for each type of door, window and mechanical equipment. Include operation and maintenance data required in individual Specification Sections and as follows: 1. Project Identification: a. Property Owner's name, address and Identification Number. b. Contractor's name, address, telephone number. CLOSEOUT PROCEDURES 01770 - 3 3749 C. Contractor's contact person. d. Identification of scope and time period of warranties. e. Certified Copy of Contractor's project warranty for this Property. f. Company name, address, and phone number of each product manufacturer for Property Owner's use for arranging warranty service. 2. Operation Data: a. Emergency instructions and procedures. b. System, subsystem, and equipment descriptions, including operating standards. C. Operating procedures, including startup, shutdown, seasonal, and weekend operations. d. Description of controls and sequence of operations. e. Piping diagrams. 3. Maintenance Data: a. Manufacturer's information, including list of spare parts. b. Name, address, and telephone number of Installer or supplier. C. Maintenance procedures. d. Maintenance and service schedules for preventive and routine maintenance. e. Maintenance record forms. f. Sources of spare parts and maintenance materials. g. Copies of manufacturer's warranties and bonds. PART 2 - PRODUCTS 2.01 MATERIALS A. Cleaning Agents: Use cleaning materials and agents recommended by the manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces. PART 3 - EXECUTION 3.01 FINAL CLEANING A. General: Conduct cleaning and waste-removal operations to comply with local laws and ordinances and federal and local environmental and anti-pollution regulations. B. Employ a professional cleaning company for all required cleaning to provide a deep cleaning in each completed Property. Clean each surface or unit to the condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions. 1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion at each Property: a. Clean Project site, yard, and grounds, in areas disturbed by construction activities of rubbish, waste material and other foreign substances. b. Sweep exterior paved areas broom clean. Remove all spills, stains, and other foreign deposits. C. Remove tools, construction equipment, machinery, and surplus material from Project site. d. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural CLOSEOUT PROCEDURES 01770 -4 3750 weathering of exterior surfaces. Restore reflective surfaces to their original condition. e. Clean all building interiors including but not limited to: floors, walls, countertops, cabinets, window/door areas,. f. Vacuum carpet and similar soft surfaces, removing debris and excess nap;shampoo if visible soil or stains remain. g. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other noticeable, vision-obscuring materials. h. Remove labels that are not permanent. i. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration. 1) Do not paint over"UL" and similar labels, including mechanical and electrical nameplates. j. Leave Project Site clean and ready for Property Owner use. C. Comply with safety standards for cleaning. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from Project site and dispose of lawfully. D. Site Restoration: Upon final project closeout, the Contractor shall remove all temporary facilities, barricading, fencing, waste containers, etc. The Contractor shall restore the site including both paved and landscaped areas to "original condition," equal or better than that existing prior to the start of the work as determined by the NIP Program Manager. Landscaped area restoration may include but not be limited to filling, grading, seeding, fertilizing, watering and other maintenance. Restored areas shall be the responsibility of the Contractor until the area has been brought back to "original condition." END OF SECTION 01770 CLOSEOUT PROCEDURES 01770 - 5 3751 SECTION 01781 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.01 SUMMARY A. This Section includes administrative and procedural requirements for Project Record Documents, including the following: 1. Record Drawings. B. Related Sections include the following: 1. Division 1 Section 01770 "Closeout Procedures" for general closeout procedures and maintenance manual requirements. 2. Divisions 2 through 16 Sections for specific requirements for Project Record Documents of products in those Sections. 3. Project Manual Volume 3 of 4-Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications. 1.02 SUBMITTALS A. Record Drawings: Comply with the following: 1. Number of Copies: Submit two (2) initial sets of marked-up Record Prints. 2. Number of Copies: Submit final and copies of Record Drawings as follows: a. Initial Submittal: Submit one (1)original set of Record Drawings and one (1)set of copies per Property with all change directives at, or prior to the final inspection. The NIP Program Manager will review, initial and date each drawing and request corrections, additional information and advise if the quality of drafting is acceptable. The NIP Program Manager will retain one (1) copy and the Contractor will make corrections to be resubmitted. b. Final Submittal: Submit one (1)set of original marked-up Record Drawings and two (2) sets of copies printed from the Record Drawings. Print each Drawing, whether or not changes and additional information were recorded. Provide two (2) full sets (all Properties) to be forwarded to the NIP Program Manager at the end of the project. PROJECT RECORD 01781 - 1 DOCUMENTS 3752 PART 2 - PRODUCTS 2.01 RECORD DRAWINGS A. Record Prints: Maintain one set of the Contract Drawings and Shop Drawings. 1. Preparation: Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, Subcontractor, or similar entity, to prepare the marked-up Record Prints. a. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later. b. Accurately record information in an understandable drawing technique. C. Record data as soon as possible and provide an annotated set for the NIP Program Manager's use at the final inspection. 2. Content: Types of items requiring marking include, but are not limited to, the following: a. Revisions to details shown on Drawings. b. Actual equipment locations. C. Changes made by Change Order or Construction Change Directive. d. Changes made following NIP Program Manager's written orders. e. Details not on the original Contract Drawings. 3. Mark the Contract Drawings or Shop Drawings, whichever is most capable of showing actual physical conditions, completely and accurately. If Shop Drawings are marked,show cross-reference on the Contract Drawings. 4. Mark record sets in red. Use other colors to distinguish between changes for different categories of the Work at the same location. 5. Mark important additional information that was either shown schematically or omitted from original Drawings. 6. Note Construction Change Directive numbers,Alternate numbers,Change Order numbers, and similar identification, where applicable. B. Format: Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. 1. Record Prints: Organize Record Prints and newly prepared Record Drawings into manageable sets. Bind each set with durable paper cover sheets. Include identification on cover sheets. 2. Identification: As follows: a. Project name. b. Date. C. Designation "PROJECT RECORD DRAWINGS." d. Name of NIP Program Manager. e. Name of Contractor. PROJECT RECORD 01781 -2 DOCUMENTS 3753 2.02 MISCELLANEOUS RECORD SUBMITTALS A. Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference. PART 3 - EXECUTION 3.01 RECORDING AND MAINTENANCE A. Recording: Maintain one copy of each submittal during the construction period for Project Record Document purposes. Post changes and modifications to Project Record Documents as they occur; do not wait until the end of Project. B. Maintenance of Record Documents and Samples: Store Record Documents and Samples in the field office apart from the Contract Documents used for construction. Do not use Project Record Documents for construction purposes. Maintain Record Documents in good order and in a clean, dry, legible condition, protected from deterioration and loss. Provide access to Project Record Documents for NIP Program Manager's reference during normal working hours. END OF SECTION 01781 PROJECT RECORD 01781 - 3 DOCUMENTS 3754 SECTION 03301 MISCELLANEOUS CONCRETE PART 1 - GENERAL 1.01 SUMMARY A. This Section specifies miscellaneous concrete, including reinforcement, concrete materials, mixture design, placement procedures, and finishes. 1.02 RELATED SECTIONS A. Related Sections include the following: 1. Volume 3 of 4 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications. 1.03 SUBMITTALS A. General: In addition to the following, comply with submittal requirements in ACI 301. B. Product Data: For each type of product indicated submit manufacturer's product data and installation requirements. 1.04 QUALITY ASSURANCE A. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products complying with ASTM C 94 requirements for production facilities and equipment. PART 2 - PRODUCTS 2.01 STEEL REINFORCEMENT A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (Grade 420), deformed. B. Plain-Steel Wire: ASTM A 82, as required. 2.02 CONCRETE MATERIALS A. Non Shrink rapid setting high strength, hydraulic cement based repair mortar and Non Shrink Grouts for horizontal applications. Comply with the following: 1. Manufacturer: a. QUIKRETE Companies. MISCELLANEOUS 03301 - 1 CONCRETE 3755 b. Or Equal. 2. Performance and Physical Properties at 73 degrees F and 50 percent relative humidity: a. Compliance: ASTM C 928 R-3 specifications, ASTM C 1107, and CRD 621 b. Working Time, ASTM C 1107: 15-20 minutes. c. Final Set Time, ASTM C 191: 20-45 minutes. d. Compressive Strength, ASTM C 109 Modified: 24 hours 3000 psi 7 days 5000 psi 28 days 6000 psi B. Water: Potable and complying with ASTM C 94/C 94M. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine substrates and conditions under which materials will be installed. Do not proceed with installation until all unsatisfactory conditions are corrected. B. Coordinate installation with adjacent work to ensure proper sequence of construction. Protect adjacent areas from contact due to mixing and handling of materials 3.02 SURFACE PREPARATION Comply with manufacturer's printed instructions and the following: A. Remove all spalled and unsound concrete from area to be repaired. If rusty reinforcing steel is present; it must be abrasive blasted to remove rust. B. Remove enough material to completely expose reinforcing steel. C. Large vertical or overhead patches deeper than 2" (50 mm) should contain reinforcing steel. Additional steel should be inserted using appropriate techniques, if none is present. D. Clean surface to be repaired of all materials including dust, oil, dirt and grease. E. Dampen with clean water before patching and remove standing water. 3.03 APPLICATION: Comply with manufacturer's printed instructions and the following: A. Instructions for use as a Repair Mortar 1. Remove all areas of spalled and unsound concrete from surface to be repaired. 2. Dampen surface with clean water before patching. Remove standing water. 3. The repaired areas should be filled by placing material full depth, from one end to the other to eliminate partial depth lifts between batches. 4. Screed and finish to create a surface that matches the surrounding finish. MISCELLANEOUS 03301 -2 CONCRETE 3756 3.04 CURING A. No special curing procedures are required for repair applications. 3.05 CLEANING A. Remove excess material before material cures. If material has cured, remove using mechanical methods that will not damage substrate END OF SECTION 03301 MISCELLANEOUS 03301 - 3 CONCRETE 3757 SECTION 04810 UNIT MASONRY ASSEMBLIES PART 1 - GENERAL 1.01 SUMMARY A. This Section includes unit masonry assemblies consisting of the following: 1. Concrete masonry units. 2. Mortar and grout. 3. Reinforcing steel. B. Related Sections include the following: 1. Division 1 Section "Cutting and Patching." 2. Division 1 Section "Selective Demolition." 3. Volume 3 of 4 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications. 1.02 DEFINITIONS A. Reinforced Masonry: Masonry containing reinforcing steel in grouted cells. 1.03 SUBMITTALS A. Product Data: For each different masonry unit, accessory, and other manufactured product specified. B. Shop Drawings: Show fabrication and installation details for the following: 1. Reinforcing Steel: Detail bending and placement of unit masonry reinforcing bars. Comply with ACI 315, "Details and Detailing of Concrete Reinforcement." C. Material Test Reports: From a qualified testing agency indicating and interpreting test results of the following for compliance with requirements indicated: 1. Each type of masonry unit required. 2. Mortar complying with property requirements of ASTM C 270. 3. Grout mixes complying with compressive strength requirements of ASTM C 476. Include description of type and proportions of grout ingredients. 1.04 QUALITY ASSURANCE A. Source Limitations for Mortar Materials: Obtain mortar ingredients of a uniform quality, including color for exposed masonry, from one manufacturer for each cementitious component and from one source or producer for each aggregate. UNIT MASONRY 04810 - 1 ASSEMBLIES 3758 1.05 DELIVERY, STORAGE, AND HANDLING A. Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not use cementitious materials that have become damp. 1.06 PROJECT CONDITIONS A. Protection of Masonry: During construction, cover tops of walls, projections, and sills with waterproof sheeting at end of each day's work. Cover partially completed masonry when construction is not in progress. 1. Extend cover a minimum of 24 inches down both sides and hold cover securely in place. B. Stain Prevention: Prevent grout, mortar, and soil from staining the face of masonry to be left exposed or painted. Immediately remove grout, mortar, and soil that come in contact with such masonry. 1. Protect sills, ledges, and projections from mortar droppings. 2. Protect surfaces of window and door frames, as well as similar products with painted and integral finishes, from mortar droppings. C. Hot-Weather Requirements: Protect unit masonry work when temperature and humidity conditions produce excessive evaporation of water from mortar and grout. Provide artificial shade and wind breaks and use cooled materials as required. 1. When ambient temperature exceeds 100 deg F, or 90 deg F with a wind velocity greater than 8 mph, do not spread mortar beds more than 48 inches ahead of masonry. Set masonry units within one minute of spreading mortar. PART 2 - PRODUCTS 2.01 CONCRETE MASONRY UNITS A. Concrete Masonry Units: ASTM C 90 and as follows: 1. Weight Classification: Normal weight. 2. Provide Type II, non-moisture-controlled units. 3. Size (Width): Manufactured to the following dimensions: a. 8 inches nominal; 7-5/8 inches actual. 4. Exposed Faces: Manufacturer's standard color and texture, unless otherwise indicated. a. Where units are to receive a direct application of plaster, provide textured-face units made with gap-graded aggregates. 2.02 MORTAR AND GROUT MATERIALS A. Portland Cement-Lime Mix: Packaged blend of portland cement complying with ASTM C 150, Type I or Type III, and hydrated lime complying with ASTM C 207. B. Mortar Cement: ASTM C 1329. C. Aggregate for Mortar: ASTM C 144. D. Water: Potable. UNIT MASONRY 04810 -2 ASSEMBLIES 3759 2.03 REINFORCING STEEL A. Uncoated Steel Reinforcing Bars: ASTM A 615/A 615M or ASTM A 996/A 996M, Grade 60 (Grade 420). 2.04 MASONRY CLEANERS A. Job-Mixed Detergent Solution: Solution of 1/2-cup dry measure tetrasodium polyphosphate and 1/2-cup dry measure laundry detergent dissolved in 1 gal. of water. 2.05 MORTAR AND GROUT MIXES A. General: Do not use admixtures, including pigments, air-entraining agents, accelerators, retarders, water-repellent agents, antifreeze compounds, or other admixtures, unless otherwise indicated. 1. Do not use calcium chloride in mortar or grout. B. Preblended, Dry Mortar Mix: Furnish dry mortar ingredients in the form of a preblended mix. Measure quantities by weight to ensure accurate proportions, and thoroughly blend ingredients before delivering to Project site. C. Mortar for Unit Masonry: Comply with ASTM C 270, Property Specification. 1. Extended-Life Mortar for Unit Masonry: Mortar complying with ASTM C 1142 may be used instead of mortar specified above, at Contractor's option. 2. Limit cementitious materials in mortar to portland cement, mortar cement, and lime. 3. For reinforced masonry and where indicated, use Type S. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of Work. 1. For the record, prepare written report, endorsed by Installer, listing conditions detrimental to performance of Work. 2. Verify that reinforcing dowels are properly placed. 3. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 INSTALLATION, GENERAL A. Cut masonry units with motor-driven saws to provide clean, sharp, unchipped edges. Cut units as required to provide a continuous pattern and to fit adjoining construction. Where possible, use full-size units without cutting. Allow units cut with water-cooled saws to dry before placing, unless wetting of units is specified. Install cut units with cut surfaces and, where possible, cut edges concealed. B. Matching Existing Masonry: Match coursing, bonding, color, and texture of existing masonry. UNIT MASONRY 04810 - 3 ASSEMBLIES 3760 3.03 CONSTRUCTION TOLERANCES A. Comply with tolerances in ACI 530.1/ASCE 6/TMS 602 and the following: 1. For conspicuous vertical lines, such as external corners, door jambs, reveals, and expansion and control joints, do not vary from plumb by more than 1/4 inch in 20 feet, nor 1/2 inch maximum. 2. For vertical alignment of exposed head joints, do not vary from plumb by more than 1/4 inch in 10 feet, nor 1/2 inch maximum. 3. For conspicuous horizontal lines, such as exposed lintels, sills, parapets, and reveals, do not vary from level by more than 1/4 inch in 20 feet, nor 1/2 inch maximum. 3.04 MORTAR BEDDING AND JOINTING A. Lay hollow concrete masonry units as follows: 1. With full mortar coverage on horizontal and vertical face shells. 2. Bed webs in mortar in starting course on footings and in all courses of piers, columns, and pilasters, and where adjacent to cells or cavities to be filled with grout. 3. For starting course on footings where cells are not grouted, spread out full mortar bed, including areas under cells. B. Tool exposed joints slightly concave when thumbprint hard, using a jointer larger than the joint thickness, unless otherwise indicated. C. Cut joints flush for masonry walls to receive plaster or other direct-applied finishes (other than paint), unless otherwise indicated. 3.05 REINFORCED UNIT MASONRY INSTALLATION AT WALL INFILLS A. Placing Reinforcement: Comply with requirements ofACI 530.1/ASCE 6/TMS 602. B. Install galvanized steel masonry ties anchored to existing structure at each course. 3.06 MASONRY WASTE DISPOSAL A. Recycling: Unless otherwise indicated, excess masonry materials are Contractor's property. At completion of unit masonry work, remove from Project site. END OF SECTION 04810 UNIT MASONRY 04810 -4 ASSEMBLIES 3761 SECTION 06100 ROUGH CARPENTRY PART 1 - GENERAL 1.01 SUMMARY A. Perform all operations and installations required to complete the work of this Section as indicated on the Drawings and as specified herein. The extent of the rough carpentry is as shown on the Drawings, Scope of Work, and as specified herein. Specific requirements are generally outlined in the "Scope of Work" provided herein for each residence; however, the work under this Section also includes all miscellaneous framing, blocking, fastening and all other incidental work required in support of other work included in this project. B. Rough carpentry includes carpentry work not specified as part of other Sections and which is generally not exposed, except as otherwise indicated. Such work shall include but not be limited to the following: 1. Cutting, patching, removal of existing framing, new blocking and all other rough carpentry work for complete installation of prime doors, prime windows, mechanical units and ceiling finishes. 2. Furnish, coordinate, and install all other items of rough carpentry necessary for complete and satisfactory installations as indicated on the Drawings, as specified herein, or reasonably implied by same. C. This Section includes the following: 1. Wood blocking, bucks and nailers. D. Related Sections include the following: 1. Division 1 Section "Cutting and Patching." 2. Division 6 Section "Finish Carpentry" for nonstructural carpentry items exposed to view and not specified in another Section. 3. Division 8 Sections for Doors &Windows for installation of prime doors and windows. 4. Volume 3 of Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications. 1.02 DEFINITIONS A. Rough Carpentry: Carpentry work not specified in other Sections and not exposed, unless otherwise indicated. B. Lumber grading agencies, and the abbreviations used to reference them, include the following: 1. APA-The Engineered Wood Association. 2. AWPA-American Wood-Preserver's Association. 3. DOC - Department of Commerce. 4. NELMA- Northeastern Lumber Manufacturers Association. 5. NLGA- National Lumber Grades Authority. 6. WCLIB-West Coast Lumber Inspection Bureau. 7. WWPA-Western Wood Products Association. ROUGH CARPENTRY 06100-1 3762 1.03 SUBMITTALS A. Product Data: For each type of process and factory-fabricated product. Indicate component materials and dimensions and include construction and application details. 1. Include data for wood-preservative treatment from chemical treatment manufacturer and certification by treating plant that treated materials comply with requirements. Indicate type of preservative used, net amount of preservative retained, and chemical treatment manufacturer's written instructions for handling, storing, installing, and finishing treated material. 2. For products receiving a waterborne treatment, include statement that moisture content of treated materials was reduced to levels specified before shipment to Project site. 3. Include copies of warranties from chemical treatment manufacturers for each type of treatment. 1.04 DELIVERY, STORAGE, AND HANDLING A. Stack lumber, plywood, and other panels; place spacers between each bundle to provide air circulation. Provide for air circulation around stacks and under coverings. PART 2 - PRODUCTS 2.01 WOOD PRODUCTS, GENERAL A. Lumber: DOC PS 20 and applicable rules of lumber grading agencies certified by the American Lumber Standards Committee Board of Review. 1. Factory mark each piece of lumber with grade stamp of grading agency. 2. Where nominal sizes are indicated, provide actual sizes required by DOC PS 20 for moisture content specified. Where actual sizes are indicated, they are minimum dressed sizes for dry lumber. 3. Provide dressed lumber, S4S, unless otherwise indicated. 4. Provide dry lumber with 19 percent maximum moisture content at time of dressing for 2- inch nominal thickness or less, unless otherwise indicated. 2.02 WOOD-PRESERVATIVE-TREATED MATERIALS A. Preservative Treatment by Pressure Process: AWPA C2 (lumber) and AWPA C9 (plywood), except that lumber that is not in contact with the ground and is continuously protected from liquid water may be treated according to AWPA C31 with inorganic boron (SBX). Do not use treatment containing CCA(Chromated Copper Arsenate). 1. Preservative Chemicals: Acceptable to authorities having jurisdiction and one of the following: a. Ammoniacal copper zinc arsenate (ACZA). b. Ammoniacal, or amine, copper quaternary (ACQ). C. Copper-HDO (dimethyldithiocarbamate) (CDDC). d. Ammoniacal copper citrate (ACC). e. Copper azole, Type A(CBA-A). B. Kiln-dry material after treatment to a maximum moisture content of 19 percent for lumber and 15 percent for plywood. Do not use material that is warped or does not comply with requirements for untreated material. ROUGH CARPENTRY 06100-2 3763 C. Mark each treated item with the treatment quality mark of an inspection agency approved by the American Lumber Standards Committee Board of Review. D. Application: All lumber shall be pressure treated where required by Code and in all interior and exterior uses. 2.03 DIMENSION LUMBER A. General: Provide dimension lumber of grades indicated according to the American Lumber Standards Committee National Grading Rule provisions of the grading agency indicated. B. For items of dimension lumber size, provide Construction, Stud, or No. 2 grade lumber with 19 percent maximum moisture content and the following species: 1. Western woods; WCLIB or WWPA. C. For concealed boards, provide lumber with 19 percent maximum moisture content and the following species and grades: 1. Western woods, Construction or No. 2 Common grade; WCLIB or WWPA or approved equal. 2.04 FASTENERS A. General: Provide fasteners of size and type indicated that comply with requirements specified in this Article for material and manufacture. 1. Where rough carpentry is exposed to weather, in ground contact, or in area of high relative humidity, provide fasteners with hot-dip zinc coating complying with ASTM A 153/A 153M. B. Screws for Fastening to Cold-Formed Metal Framing: ASTM C 954, except with wafer heads and reamer wings, length as recommended by screw manufacturer for material being fastened. C. Lag Bolts: ASME B18.2.1. (AS ME B18.2.3.8M). D. Bolts: Steel bolts complying with ASTM A 307, Grade A (ASTM F 568M, Property Class 4.6); with ASTM A 563 (ASTM A 563M) hex nuts and, where indicated, flat washers. E. Expansion Anchors: Anchor bolt and sleeve assembly of material indicated below with capability to sustain, without failure, a load equal to 6 times the load imposed when installed in unit masonry assemblies and equal to 4 times the load imposed when installed in concrete as determined by testing per ASTM E 488 conducted by a qualified independent testing and inspecting agency. 1. Material: Carbon-steel components, zinc plated to comply with ASTM B 633, Class Fe/Zn 5. 2. Material: Stainless steel with bolts and nuts complying with ASTM F 593 and ASTM F 594, Alloy Group 1 or 2 (ASTM F 738M and ASTM F 836M, Grade Al or A4). ROUGH CARPENTRY 06100-3 3764 PART 3 - EXECUTION 3.01 INSTALLATION, GENERAL A. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit rough carpentry to other construction; scribe and cope as needed for accurate fit. Locate furring, nailers, blocking, grounds, and similar supports to comply with requirements for attaching other construction. B. Do not use materials with defects that impair quality of rough carpentry or pieces that are too small to use with minimum number of joints or optimum joint arrangement. C. Make tight connections between members. Install fasteners without splitting wood; predrill as required. 3.02 WOOD GROUND, SLEEPER, BLOCKING, AND NAILER INSTALLATION A. Install where indicated and where required for screeding or attaching other work. Form to shapes indicated and cut as required for true line and level of attached work. Coordinate locations with other work involved. B. Attach items to substrates to support applied loading. Recess bolts and nuts flush with surfaces, unless otherwise indicated. C. Provide permanent grounds of dressed, pressure-preservative-treated, key-beveled lumber not less than 1-1/2 inches wide and of thickness required to bring face of ground to exact thickness of finish material. Remove temporary grounds when no longer required. END OF SECTION 06100 ROUGH CARPENTRY 06100-4 3765 SECTION 06200 FINISH CARPENTRY PART 1 - GENERAL 1.01 SUMMARY A. This Section includes the following: 1. Exterior standing and running trim. 2. Interior standing and running trim. B. Related Sections include the following: 1. Division 6 Section "Rough Carpentry" for furring, blocking, and other carpentry work not exposed to view. 2. Division 8 Section "Wood Doors and Frames"for wood door frames. 3. Division 9 Section "Painting" for priming and back priming of finish carpentry. 4. Volume 3 of 4 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications. 1.02 DEFINITIONS A. Inspection agencies, and the abbreviations used to reference them, include the following: 1. NHLA- National Hardwood Lumber Association. 2. NLGA- National Lumber Grades Authority. 3. RIS- Redwood Inspection Service. 4. SCMA-Southern Cypress Manufacturers Association. 5. SPIB- Southern Pine Inspection Bureau. 6. WCLIB-West Coast Lumber Inspection Bureau. 7. WWPA-Western Wood Products Association. 1.03 SUBMITTALS A. Product Data: For each type of wood and factory-fabricated product. Include construction details, material descriptions, dimensions of individual components and profiles, and textures. B. Wood Treatment: Wood treatment applicator's certification that moisture content of treated lumber meets specified levels. 1.04 DELIVERY, STORAGE, AND HANDLING A. Protect materials against weather and contact with damp or wet surfaces. Stack lumber, plywood, and other panels. Provide for air circulation within and around stacks and under temporary coverings. B. Store finish carpentry materials in temperature and humidity-controlled environment similar to that of an occupied home in the project area. FINISH CARPENTRY 06200 - 1 3766 1.05 QUALITY ASSURANCE A. Quality Standard: Unless otherwise indicated, comply with AWI's "Architectural Woodwork Quality Standards," Section 300, Custom Grade. PART 2 - PRODUCTS 2.01 MATERIALS A. General: Provide materials that comply with requirements of the AWI quality standard for each type of woodwork and quality grade indicated and, where the following products are part of exterior woodwork, with requirements of the referenced product standards that apply to product characteristics indicated. B. Match existing stain grade trim material and finish or remove and replace existing trim where possible. C. Moisture Content: Condition wood for interior use prior to installation to moisture content of 8- 13% per piece as recommend by the US Forest Service "Wood Handbook." Condition wood for exterior use prior to installation to moisture content of 10-15%. 2.02 INTERIOR STANDING AND RUNNING TRIM (Borate Preservative Treated) A. Trim for Painted Finish: Solid, finished lumber (S4S), pre-primed and borate preservative treated against rot, insects and mold. Use one of the following species and grades: 1. Grade D Select eastern white pine; NELMA or NLGA. 2. Grade D Select white woods; WWPA. B. Kiln-dry material before preservative treatment. Treatment process shall be safe for interior use and must penetrate the entire board and provide a 30-year warranty against Termites (including Formosan) Do not use material that is warped or has a moisture content over 18 percent. C. Mark each treated item with the treatment quality mark of an inspection agency approved by the American Lumber Standards Committee Board of Review. 2.03 MISCELLANEOUS MATERIALS A. Fasteners, Exterior: Provide stainless steel nails in sufficient length to penetrate minimum of 1- 1/2 inches into substrate. B. Fasteners, Interior: Finish nails and other anchoring devices of type, size, material, and finish required for application indicated to provide secure attachment, concealed where possible. C. Sealants: Comply with requirements in Division 7 Section "Joint Sealants" for materials required for sealing exterior. FINISH CARPENTRY 06200 -2 3767 PART 3 - EXECUTION 3.01 EXAMINATION A. Examine substrates, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 PREPARATION A. Clean substrates of projections and substances detrimental to application. B. Before installing finish carpentry, condition materials to average prevailing humidity in installation areas for a minimum of 24 hours, unless longer conditioning is recommended by manufacturer. C. Back prime trim for exterior applications. Cut trim to required lengths and prime ends. Comply with requirements in Division 9 Section "Painting." 3.03 INSTALLATION, GENERAL A. Quality Standard: Install woodwork to comply with AWI Section 1700, Custom Grade. B. Provide new wood trim as indicated on Drawings and schedules and where existing wood trim exists. C. Do not use materials that are unsound, warped, improperly treated or finished, inadequately seasoned, or too small to fabricate with proper jointing arrangements. D. Install finish carpentry level, plumb, true, and aligned with adjacent materials. Use concealed shims where necessary for alignment. Install to tolerance of 1/8 inch in 96 inches for level and plumb. E. Install with minimum number of joints using full-length pieces. Cope at returns and miter at corners to produce tight-fitting joints with full-surface contact throughout length of joint. Use scarf joints for end-to-end joints. Plane backs of casings to provide uniform thickness across joints, where necessary for alignment. 1. Drill pilot holes in hardwood before fastening to prevent splitting. Fasten to prevent movement or warping. Countersink fastener heads on exposed carpentry work and fill holes. F. Tolerances: Comply tolerances per AWI Section 1700 Custom Grade, which include the following: 1. Wood-to-Wood Joints: For flushness variation and gap width of flat surfaces, 0.025"; of shaped surfaces, 0.050". 2. Wood-to-Non-Wood Joints (such as adjacent wall surface): For flushness variation and gap width of flat surfaces, 0.050"; of shaped surfaces, 0.075". FINISH CARPENTRY 06200 - 3 3768 3.04 ADJUSTING A. Replace finish carpentry that is damaged or does not comply with requirements. Finish carpentry may be repaired or refinished if work complies with requirements and shows no evidence of repair or refinishing. Adjust joinery for uniform appearance. END OF SECTION 06200 FINISH CARPENTRY 06200 -4 3769 SECTION 07920 JOINT SEALANTS PART 1 - GENERAL 1.01 SUMMARY A. This Section includes sealants for the following applications: 1. Exteriorjoints in the following vertical surfaces and non-traffic horizontal surfaces: a. Perimeter joints between materials listed above and frames of doors and windows. b. Otherjoints as indicated. 2. Interior joints in the following vertical surfaces and horizontal non-traffic surfaces: a. Perimeter joints of exterior openings where indicated. b. Perimeter joints between interior wall surfaces and frames of interior doors, windows, and elevator entrances. C. Otherjoints as indicated. B. Related Sections include the following: 1. Division 8 Sections on Windows and Doors for installation doors and windows. 2. Division 9 Section "Gypsum Board Assemblies" for sealing perimeter joints of gypsum board. 3. Volume 3 of 4 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications. 1.02 PERFORMANCE REQUIREMENTS A. Provide elastomeric joint sealants that establish and maintain watertight and airtight continuous joint seals without staining or deteriorating joint substrates. B. Provide joint sealants for interior applications that establish and maintain airtight and water- resistant continuous joint seals without staining or deteriorating joint substrates. 1.03 SUBMITTALS A. Product Data: For each joint-sealant product indicated. B. Samples for Initial Selection: Manufacturer's color charts consisting of strips of cured sealants showing the full range of colors available for each product exposed to view. C. Product Certificates: Signed by manufacturers of joint sealants certifying that products furnished comply with requirements and are suitable for the use indicated. D. Qualification Data: For firms and persons specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. E. Warranties: Special warranties specified in this Section. JOINT SEALANTS 07920 - 1 3770 1.04 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who has specialized in installing joint sealants similar in material, design, and extent to those indicated for this Project and whose work has resulted in joint-sealant installations with a record of successful in-service performance. B. Source Limitations: Obtain each type of joint sealant through one source from a single manufacturer. 1.05 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to Project site in original unopened containers or bundles with labels indicating manufacturer, product name and designation, color, expiration date, pot life, curing time, and mixing instructions for multi-component materials. B. Store and handle materials in compliance with manufacturer's written instructions to prevent their deterioration or damage due to moisture, high or low temperatures, contaminants, or other causes. 1.06 PROJECT CONDITIONS A. Environmental Limitations: Do not proceed with installation of joint sealants under the following conditions: 1. When ambient and substrate temperature conditions are outside limits permitted by joint sealant manufacturer. 2. When joint substrates are wet. B. Joint-Width Conditions: Do not proceed with installation of joint sealants where joint widths are less than those allowed by joint sealant manufacturer for applications indicated. C. Joint-Substrate Conditions: Do not proceed with installation of joint sealants until contaminants capable of interfering with adhesion are removed from joint substrates. 1.07 WARRANTY A. General Warranty: Special warranties specified in this Article shall not deprive Sponsor of other rights Sponsor may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by Contractor under requirements of the Contract Documents. B. Special Installer's Warranty: Written warranty, signed by Installer agreeing to repair or replace elastomeric joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Warranty Period: Two (2)years from date of Substantial Completion. C. Special Manufacturer's Warranty: Written warranty, signed by elastomeric sealant manufacturer agreeing to furnish elastomeric joint sealants to repair or replace those that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Warranty Period: Twenty (20)years from date of Substantial Completion. JOINT SEALANTS 07920 -2 3771 D. Special warranties specified in this Article exclude deterioration or failure of elastomeric joint sealants from the following: 1. Movement of the structure resulting in stresses on the sealant exceeding sealant manufacturer's written specifications for sealant elongation and compression caused by structural settlement or errors attributable to design or construction. 2. Disintegration of joint substrates from natural causes exceeding design specifications. 3. Mechanical damage caused by individuals, tools, or other outside agents. 4. Changes in sealant appearance caused by accumulation of dirt or other atmospheric contaminants. PART 2 - PRODUCTS 2.01 PRODUCTS AND MANUFACTURERS A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the products specified in the sealant schedules at the end of Part 3. 2.02 MATERIALS, GENERAL A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience. B. Colors of Exposed Joint Sealants: As selected by Program Manager from manufacturer's full range for this characteristic. 2.03 ELASTOMERIC JOINT SEALANTS A. Elastomeric Sealant Standard: Comply with ASTM C 920 and other requirements indicated for each liquid-applied chemically curing sealant in the Elastomeric Joint-Sealant Schedule at the end of Part 3, including those referencing ASTM C 920 classifications for type, grade, class, and uses. 2.04 LATEX JOINT SEALANTS A. Latex Sealant Standard: Comply with ASTM C 834 for each product of this description indicated in the Latex Joint-Sealant Schedule at the end of Part 3. 2.05 JOINT-SEALANT BACKING A. General: Provide sealant backings of material and type that are non-staining; are compatible with joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. JOINT SEALANTS 07920 - 3 3772 B. Elastomeric Tubing Sealant Backings: Neoprene, butyl, EPDM, or silicone tubing complying with ASTM D 1056, nonabsorbent to water and gas, and capable of remaining resilient at temperatures down to minus 26 deg F. Provide products with low compression set and of size and shape to provide a secondary seal, to control sealant depth, and otherwise contribute to optimum sealant performance. C. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials or joint surfaces at back of joint where such adhesion would result in sealant failure. Provide self- adhesive tape where applicable. 2.06 MISCELLANEOUS MATERIALS A. Primer: Material recommended by joint sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests. B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials, free of oily residues or other substances capable of staining or harming joint substrates and adjacent nonporous surfaces in any way and formulated to promote optimum adhesion of sealants with joint substrates. C. Masking Tape: Non-staining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting joint- sealant performance. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 PREPARATION A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint sealant manufacturer's written instructions and the following requirements: 1. Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant, including dust, paints (except for permanent, protective coatings tested and approved for sealant adhesion and compatibility by sealant manufacturer), old joint sealants, oil, grease, waterproofing, water repellents, water, surface dirt, and frost. 2. Clean porous joint substrate surfaces by brushing, grinding, blast cleaning, mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealants. Remove loose particles remaining from above cleaning operations by vacuuming or blowing out joints with oil-free compressed air. Porous joint surfaces include the following: a. Concrete. b. Masonry. JOINT SEALANTS 07920 -4 3773 C. Stucco. d. Unglazed surfaces of ceramic tile. 3. Remove laitance and form-release agents from concrete. 4. Clean nonporous surfaces with chemical cleaners or other means that do not stain, harm substrates, or leave residues capable of interfering with adhesion of joint sealants. a. Metal. b. Glass. C. Porcelain enamel. d. Glazed surfaces of ceramic tile. B. Joint Priming: Prime joint substrates where recommended in writing by joint sealant manufacturer, based on preconstruction joint-sealant-substrate tests or prior experience. Apply primer to comply with joint sealant manufacturer's written instructions. Confine primers to areas of joint-sealant bond; do not allow spillage or migration onto adjoining surfaces. C. Masking Tape: Use masking tape where required to prevent contact of sealant with adjoining surfaces that otherwise would be permanently stained or damaged by such contact or by cleaning methods required to remove sealant smears. Remove tape immediately after tooling without disturbing joint seal. 3.03 INSTALLATION OF JOINT SEALANTS A. General: Comply with joint sealant manufacturer's written installation instructions for products and applications indicated, unless more stringent requirements apply. B. Sealant Installation Standard: Comply with recommendations of ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated. C. Install sealant backings of type indicated to support sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. 1. Do not leave gaps between ends of sealant backings. 2. Do not stretch, twist, puncture, or tear sealant backings. 3. Remove absorbent sealant backings that have become wet before sealant application and replace them with dry materials. D. Install bond-breaker tape behind sealants where sealant backings are not used between sealants and back of joints. E. Install sealants by proven techniques to comply with the following and at the same time backings are installed: 1. Place sealants so they directly contact and fully wet joint substrates. 2. Completely fill recesses provided for each joint configuration. 3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. 3.04 FIELD QUALITY CONTROL A. Field-Adhesion Testing: Field-test joint-sealant adhesion to joint substrates as follows: 1. Test Method: Test joint sealants by hand-pull method described below: a. Make knife cuts from one side of joint to the other, followed by two cuts approximately 2 inches long at sides of joint and meeting cross cut at one end. Place a mark 1 inch from cross-cut end of 2-inch piece. JOINT SEALANTS 07920 - 5 3774 b. Use fingers to grasp 2-inch piece of sealant between cross-cut end and 1-inch mark; pull firmly at a 90-degree angle or more in direction of side cuts while holding a ruler along side of sealant. Pull sealant out of joint to the distance recommended by sealant manufacturer for testing adhesive capability, but not less than that equaling specified maximum movement capability in extension; hold this position for 10 seconds. C. For joints with dissimilar substrates, check adhesion to each substrate separately. Do this by extending cut along one side, checking adhesion to opposite side, and then repeating this procedure for opposite side. 2. Inspect joints for complete fill, for absence of voids, and for joint configuration complying with specified requirements. Record results in a field adhesion test log. 3. Inspect tested joints and report on the following: a. Whether sealants in joints connected to pulled-out portion failed to adhere to joint substrates or tore cohesively. Include data on pull distance used to test each type of product and joint substrate. Compare these results to determine if adhesion passes sealant manufacturer's field-adhesion hand-pull test criteria. b. Whether sealants filled joint cavities and are free from voids. C. Whether sealant dimensions and configurations comply with specified requirements. 4. Record test results in a field adhesion test log. Include dates when sealants were installed, names of persons who installed sealants, test dates, test locations, whether joints were primed, adhesion results and percent elongations, sealant fill, sealant configuration, and sealant dimensions. 5. Repair sealants pulled from test area by applying new sealants following same procedures used to originally seal joints. Ensure that original sealant surfaces are clean and new sealant contacts original sealant. B. Evaluation of Field-Test Results: Sealants not evidencing adhesive failure from testing or noncompliance with other indicated requirements, will be considered satisfactory. Remove sealants that fail to adhere to joint substrates during testing or to comply with other requirements. Retest failed applications until test results prove sealants comply with indicated requirements. 3.05 CLEANING A. Clean off excess sealants or sealant smears adjacent to joints as the Work progresses by methods and with cleaning materials approved in writing by manufacturers of joint sealants and of products in which joints occur. 3.06 PROTECTION A. Protect joint sealants during and after curing period from contact with contaminating substances and from damage resulting from construction operations or other causes so sealants are without deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated joint sealants immediately so installations with repaired areas are indistinguishable from the original work. JOINT SEALANTS 07920 - 6 3775 3.07 ELASTOMERIC JOINT-SEALANT SCHEDULE A. Single-Component Nonsag Urethane Sealant: Where joint sealants of this type are indicated, provide products complying with the following: 1. Products: Available products include the following: a. Dynomic; Tremco. b. Dynatrol 1; Pecora Corporation. C. Sikaflex- 1 a; Sika Corporation. 2. Type and Grade: S (single component) and NS (nonsag). 3. Class: 25. 4. Use Related to Exposure: NT (nontraffic). 5. Uses Related to Joint Substrates: M, A, and, as applicable to joint substrates indicated, O. a. Use O Joint Substrates: Coated glass, color anodic aluminum, aluminum coated with a high-performance coating, galvanized steel, brick, granite, limestone, marble, ceramic tile, and wood. 6. Applications: Sheet Metal, Prime Window, Storm Window, Window and Storm Door Sealant. 3.08 LATEX JOINT-SEALANT SCHEDULE A. Latex Sealant: Where joint sealants of this type are indicated, provide products complying with the following: 1. Products: Available products include the following: a. LC 160 All Purpose Acrylic Caulk; Ohio Sealants, Inc. b. AC-20; Pecora Corporation. C. Tremflex 834; Tremco. 2. Applications: Interior Exposed Joint Sealant END OF SECTION 07920 JOINT SEALANTS 07920 - 7 3776 SECTION 08163 HIGH PERFORMANCE ACOUSTICAL ALUMINUM SLIDING GLASS DOORS PART 1 - GENERAL 1.01 SUMMARY A. This Section includes the following: 1. High Performance Acoustical Vinyl Sliding Glass Door: Type HSL. B. Related Sections include the following: 1. Project Manual Volume 3 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications 1.02 DESIGN REQUIREMENTS A. Provide a custom sized door for each opening. Size each door unit to fit within the existing rough opening without down-sizing of the opening. For rough openings that out of square or plumb, the opening size is the largest level and plumb rectangle that can fit within the actual opening. 1.03 SYSTEM DESCRIPTION A. Acoustically rated aluminum impact-rated sliding glass door(s) Available in XO or OX Configuration. 1.04 PERFORMANCE REQUIREMENTS A. Structural Test: FBC TAS 202 and ASTM E 330. a. Minimum project required design pressure: +/- 70 p.s.f. B. Water Infiltration Resistance: 15 percent of positive design pressure but not less than 9.0 p.s.f when tested in accordance with FBC TAS 202 or ASTM ES47/E 331. C. Air Infiltration Resistance: Maximum 0.5 cfm/s.f. of area at an inward test pressure of 6.24 p.s.f. when tested in accordance with FBC TAS 202 and ASTM E 283. D. Windborne Debris Impact Resistance: Pass large missile impact tests; Florida Building Code, FBC TAS 201. E. Hurricane Wind Pressure Resistance: After passing large missile impact test, pass cyclic pressure tests following FBC TAS 203. HIGH PERFORMANCE ACOUSTICAL ALUMINUM SLIDING GLASS DOORS 08163 - 1 3777 F. NFRC Performance Requirements: Provide doors tested in accordance with National Fenestration Rating Council (NFRC) procedures and meeting or exceeding the performance indicated. G. Thermal Transmittance: Determine U-factor in accordance with NFRC 100, Procedure for Determining Fenestration Product U-factors. Provide maximum U-factor of 0.75 per 2023 FBC Energy. H. Solar Heat-Gain Coefficient (SHGC): Determine SHGC in accordance with NFRC 200, Procedure for Determining Fenestration Product Solar heat Gain Coefficients at Normal Incidence. Provide maximum SHGC of 0.25 per 2023 FBC Energy I. Sound Transmission: Provide doors certified to provide the listed Sound Transmission Class (STC)when tested according to ASTM E 90 and classified according to ASTM E 413. a. Minimum STC: 41. 1.05 SUBMITTALS A. Product Data: Include construction details, material descriptions, fabrication methods, dimensions of individual components and profiles, hardware, finishes, and operating instructions for each type of door indicated. B. Shop Drawings: Include dimensioned plans, elevations, sections, details, hardware, certified attachments, operational clearances and the following: 1. Mullion details, including reinforcement and stiffeners. 2. Joinery details. 3. Flashing and drainage details. 4. Muntin profiles. 5. Glazing Type and Details. 6. Color and finish samples. 7. Type of caulking and installation protection of dissimilar materials. C. AAMA Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for each type, grade, and size of door. Submit Independent Laboratory Test Reports verifying doors meet the specified requirements for air leakage, water resistance, uniform structural load, operating force, deglazing, thermal performance, condensation resistance factor, glazing wind load. D. Acoustical Test Reports: Provide independent testing laboratory reports showing doors meet a minimum Sound Transmission Class (STC) of 35 when tested according to ASTM E 90 and classified according to ASTM E 413 E. Provide current Florida Building Commission Product Approval that shows conformance with requirements of this specification section and windborne debris and large missile impact in compliance with latest edition of the Florida Building Code. F. Maintenance Data: Provide door manufacturer's instructions on maintenance of operating hardware, weatherstripping, finishes, glazing and cleaning. G. Installation Instructions: Provide Manufacturer's installation instructions for specified product. H. Sample Warranty: Furnish Sample Warranty issued by the Door Manufacturer meeting warranty requirements of this Section. HIGH PERFORMANCE ACOUSTICAL ALUMINUM SLIDING GLASS DOORS 08163 -2 3778 1.06 QUALITY ASSURANCE A. Manufacturer Qualifications: Fabrication shall be by a Manufacturer who can furnish evidence to the Sponsor that it has been for not less than five (5) consecutive years, regularly engaged in the manufacturing of aluminum window units similar in design and performance to those specified for this Project. B. Installer Qualifications: An installer acceptable to the Program Manager for installation of acoustical product required for this Project. The door installation contractor shall show proof that they have engaged in residential and or commercial door installation and replacement for a minimum of 5 consecutive years, with at least 10 projects that are equal in scope and size to this Project. The door installation contractor shall provide a full-time lead installer; responsible for supervising acoustical window/door installation. The lead installer shall have a minimum of 5 years continuous experience as lead installer of window/door installation projects equal in size and scope to this Project. C. It is a requirement of this contract that the manufacturer's representative for the windows and doors be on site for the pre-construction measurements and provide training and supervision for the installation. D. Source Limitations: Obtain acoustical doors through one source from a single manufacturer. E. Product Options: Information in Drawings and Specifications establishes requirements for aesthetic effects and performance characteristics. Aesthetic effects are indicated by dimensions, arrangements, alignment, and profiles of components and assemblies as they relate to sightlines, to one another, and to adjoining construction. Performance characteristics are indicated by criteria subject to verification by one or more methods including preconstruction testing, field-testing, and in-service performance. 1. Do not modify intended aesthetic effects, as judged solely by Program Manager, except with Program Manager's approval. If modifications are proposed, submit comprehensive explanatory data to Program Manager for review. F. Fenestration Standard: Comply with AAMA/NWWDA 101/I.S.2, "Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors," for minimum standards of performance, materials, components, accessories, and fabrication unless more stringent requirements are indicated. G. Glazing Publications: Comply with published recommendations of glass manufacturers and GANA's "Glazing Manual" unless more stringent requirements are indicated. H. Product Labels: Provide permanent and temporary labels as required by the latest edition of the Florida Building Code. I. Field Measurements: Verify rough openings by field measurements before fabrication and indicate measurements on Shop Drawings. Provide a manufacturer's representative during the measurement walk-throughs to verify measuring methodology and substrate conditions with Contractor and Program Manager. J. Mockup Installation: Provide a complete installation including associated trim, flashing, sealants and other components of up to two (2) separate door openings, as selected by the Architect, to reveal existing conditions and to demonstrate aesthetic effects and set quality standards for fabrication and installation. HIGH PERFORMANCE ACOUSTICAL ALUMINUM SLIDING GLASS DOORS 08163 - 3 3779 The door manufacturer will be required to have a full-time employee available for the duration of the mockup installation to instruct the contractor on proper installation methods and techniques. The manufacturer's employee will have a minimum of five (5) years with the manufacturer in the installation of similar acoustical windows produced by the manufacturer. Exact door configuration and locations will be selected by the Architect. The installation shall be by mechanics that are skilled and experienced in the installation of acoustical doors. The contractor shall allow for up to two consecutive 8 hours days for the installation of the mock-ups. 1. Approved mockups will become part of the completed Work if undisturbed at time of Substantial Completion. K. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Management and Coordination." Review methods and procedures related to aluminum windows including, but not limited to, the following: 1. Inspect and discuss condition of substrate and other preparatory work performed by other trades. 2. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. 1.07 DELIVERY, STORAGE, AND HANDLING A. Store and handle doors and accessories in accordance with the manufacturer's instructions. B. Protect the products from damage due to the elements, construction traffic, or other hazards, from the time of arrival through the completion of the project. 1.08 WARRANTY A. Product Warranty: The product manufacturer shall warrant the product against defects in material and workmanship for a period equal to the manufacturer's standard warranty term for the manufactured item but not less than a warranty period of 1 year from the date of substantial completion. The warranty shall be non-prorated and fully transferrable. The warranty shall state that the product manufacturer shall provide all materials required to repair or replace defective materials or workmanship. The warranty shall further state that parts used to manufacture the window units, or suitable replacements, shall be available throughout the warranty period. Failures include, but are not limited to, the following: 1. Failure to meet performance requirements. 2. Structural failures including excessive deflection. 3. Water leakage, air infiltration, or condensation. 4. Deterioration of PVC, metals, finishes, and other materials beyond normal weathering. 5. Glass failure. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Product: 1. Model SCW5000 Sliding Glass Door. St. Cloud Window, Inc. Tel: (800) 383-9311 HIGH PERFORMANCE ACOUSTICAL ALUMINUM SLIDING GLASS DOORS 08163 -4 3780 2. or approved equal. 2.02 MATERIALS A. Main frame members: Extruded 6063-T6 aluminum alloy. B. Door Panels: Extruded 6063-T6 aluminum alloy. . C. Weatherstripping: Manufacturer's standard system and materials complying with the applicable AAMA standard. Provide compressible weatherstripping designed for permanently resilient sealing, and completely concealed when door is closed. D. Fasteners, Anchors, Clips, and Accessories: Aluminum, Austenitic (nonmagnetic) stainless steel; provide sufficient strength to withstand design pressure. 1. Exposed Fasteners: Unless unavoidable for applying hardware, do not use exposed fasteners. For application of hardware, use fasteners that match finish of member or hardware being fastened. 2.03 GLAZING A. Glass and Glazing: Provide glass and insulated glass units of thickness and composition necessary to meet the specified thermal performance, STC performance and impact requirements. Provide units with insulated glass units, where indicated, that are capable of meeting thermal requirements without gas-filling of insulating glass interstitial space. Glazing shall be capable of withstanding normal thermal movement and wind and impact loads without failure. Units must be re-glazable without dismantling sash framing. B. Safety Glass: Provide safety glass complying with 16 CFR 1201, Category II. C. Coating and Tint: Glass shall be tinted as scheduled in drawings and be Low-E glass to thermal meet performance requirements. 2.04 SLIDING DOOR HARDWARE A. General: Manufacturer's standard hardware fabricated from corrosion resistant material of sufficient strength to perform its intended function. Hardware shall be designed to operate smoothly, tightly close and securely lock the door units. B. Roller Assemblies: Provide movable panels with roller assemblies. Provide adjustable tandem roller assemblies with non-magnetic stainless-steel rollers. C. Locks: Install manufacturer's standard pull and locking device on each moving panel with thumb turn on interior. D. Door Pulls: Provide manufacturer's standard extruded aluminum pull handles both interior and exterior. Color to match door frame. 2.05 INSECT SCREENS A. General: Design doors to accommodate screens in a tight-fitting operable arrangement. Provide fiberglass insect screen in aluminum frame to match color of sliding door unit frame.. HIGH PERFORMANCE ACOUSTICAL ALUMINUM SLIDING GLASS DOORS 08163 - 5 3781 B. Glass Fiber Mesh Fabric: 18x4 or 18x16 mesh of PVC coated glass fiber threads. Charcoal Gray in color. 2.06 FINISHES A. Polyvinylelidene Fluoride PVDF Organic Coatings: Finish shall be 70% fluoropolymer (PVDF) organic coating in a color selected by Architect. Applied coatings shall meet or exceed AAMA 2605-05, including 10 years Florida exposure and 4000 hours humidity tests. Provide color as scheduled in the Drawings for each Parcel. 1. Colors: Standard White or Dark Bronze PART 3 - EXECUTION 3.01 EXAMINATION A. Verify that openings provide an acceptable anchoring surface, being clean, level plumb, and dimensionally within the manufacturer's tolerance of clearance spacing. B. Examine openings, substrates, structural support, anchorage and conditions. Verify that door is sized correctly for the rough opening. Correct rough opening to ensure Door installation meets the maximum allowable shim space. C. Correct unacceptable openings as required prior to installation. 3.02 INSTALLATION A. Install doors and accessories in accordance with Florida Product Approval, approved shop drawings and manufacturer's recommendations and the Contract Documents. B. Securely fasten frames and jambs and set units level, plumb, and square with respect to the surrounding structure, without twist or bow. C. Place insulation materials around shim spaces as required to ensure continuity of the thermal barrier of the structure. D. Apply caulk all around between the aluminum frame and the structure, ensuring that a continuous airtight and watertight perimeter seal results. Leave exposed surfaces clean and free of caulk. 3.03 ADJUSTING AND CLEANING A. Ensure that units freely operate in a normal fashion without scraping or excessive noise, and that door slabs make proper contact with weather-stripping perimeter seal. Adjust frame, door slab, or hardware as needed. B. Leave units thoroughly clean and free of dirt or other construction residue. END OF SECTION HIGH PERFORMANCE ACOUSTICAL ALUMINUM SLIDING GLASS DOORS 08163 - 6 3782 SECTION 08182 ALUMINUM SWINGING FULL-LITE STORM DOORS PART 1 - GENERAL 1.01 SUMMARY A. This Section includes the following: 1. Aluminum Swinging Full-Lite Storm Door: Type TAN-6P, TAN-FN, TAN-6L, SP, (In- Tandem with Section 08225 Fiberglass Doors) B. Related Sections include the following: 1. Project Manual Volume 3 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications 1.02 DESIGN REQUIREMENTS A. Provide a custom sized door for each opening. Size each door unit to fit within the existing rough opening without downsizing of the opening. For rough openings that out of square or plumb, the opening size is the largest level and plumb rectangle that can fit within the actual opening. 1.03 SYSTEM DESCRIPTION A. Configuration: Aluminum large missile impact rated outswinging door(s)and sidelites. B. Frame: 4" max.jamb depth, standard outswing threshold C. Glazing: Exterior glazed, with aluminum glazing bead. Provide impact resistant glass. D. Locking Mechanism: Deadbolt locking mechanism. 1.04 Performance Requirements: A. Structural Test: FBC TAS 202 and ASTM E 330. B. Minimum project required design pressure: +/- 75 p.s.f. C. Water Infiltration Resistance: FBC TAS 202 and ASTM ES47/E 331. D. Air Infiltration Resistance: FBC TAS 202 and ASTM E 283. E. Windborne Debris Impact Resistance: Pass large missile impact tests; Florida Building Code, FBC TAS 201. NON-ACOUSTICAL ALUMINUM SWINGING FULL LITE DOORS 08182 - 1 3783 F. Hurricane Wind Pressure Resistance: After passing large missile impact test, pass cyclic pressure tests following FBC TAS 203. G. NFRC Performance Requirements: Provide sliding aluminum-framed glass doors tested in accordance with National Fenestration Rating Council (NFRC) procedures and meeting or exceeding the performance indicated. H. Thermal Transmittance: Determine U-factor in accordance with NFRC 100, Procedure for Determining Fenestration Product U-factors. Provide maximum U-factor of 0.75 per 2023 FBC Energy. I. Solar Heat-Gain Coefficient (SHGC): Determine SHGC in accordance with NFRC 200, Procedure for Determining Fenestration Product Solar heat Gain Coefficients at Normal Incidence. Provide maximum SHGC of 0.25 per 2023 FBC Energy. 1.05 SUBMITTALS A. Product Data: Include construction details, material descriptions, fabrication methods, dimensions of individual components and profiles, hardware, finishes, and operating instructions for each type of aluminum window indicated. B. Shop Drawings: Include dimensioned plans, elevations, sections, details, hardware, certified attachments, operational clearances and the following: 1. Mullion details, including reinforcement and stiffeners. 2. Joinery details. 3. Flashing and drainage details. 4. Muntin profiles. 5. Glazing Type and Details. 6. Color and finish samples. 7. Type of caulking and installation protection of dissimilar materials. C. AAMA Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for each type, grade, and size of door. Submit Independent Laboratory Test Reports verifying doors meet the specified requirements for air leakage, water resistance, uniform structural load, operating force, deglazing, thermal performance, condensation resistance factor, glazing wind load. D. Provide current Florida Building Commission Product Approval that shows conformance with requirements of this specification section and windborne debris and large missile impact in compliance with latest edition of the Florida Building Code. E. Maintenance Data: Provide door manufacturer's instructions on maintenance of operating hardware, weatherstripping, finishes, glazing and cleaning. F. Installation Instructions: Provide Manufacturer's installation instructions for specified product. G. Sample Warranty: Furnish Sample Warranty issued by the Door Manufacturer meeting warranty requirements of this Section. 1.06 QUALITY ASSURANCE A. Manufacturer Qualifications: Fabrication shall be by a Manufacturer who can furnish evidence to the Sponsor that it has been for not less than five (5) consecutive years, regularly engaged in NON-ACOUSTICAL ALUMINUM SWINGING FULL LITE DOORS 08182 -2 3784 the manufacturing of aluminum window units similar in design and performance to those specified for this Project. B. Installer Qualifications: An installer acceptable to the Program Manager for installation of acoustical product required for this Project. The door installation contractor shall show proof that they have engaged in residential and or commercial door installation and replacement for a minimum of 5 consecutive years, with at least 10 projects that are equal in scope and size to this Project. The door installation contractor shall provide a full-time lead installer; responsible for supervising acoustical window/door installation. The lead installer shall have a minimum of 5 years continuous experience as lead installer of window/door installation projects equal in size and scope to this Project. C. Source Limitations: Obtain acoustical doors through one source from a single manufacturer. D. Product Options: Information in Drawings and Specifications establishes requirements for aesthetic effects and performance characteristics. Aesthetic effects are indicated by dimensions, arrangements, alignment, and profiles of components and assemblies as they relate to sightlines, to one another, and to adjoining construction. Performance characteristics are indicated by criteria subject to verification by one or more methods including preconstruction testing, field-testing, and in-service performance. 1. Do not modify intended aesthetic effects, as judged solely by Program Manager, except with Program Manager's approval. If modifications are proposed, submit comprehensive explanatory data to Program Manager for review. E. Fenestration Standard: Comply with AAMA/NWWDA 101/I.S.2, "Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors," for minimum standards of performance, materials, components, accessories, and fabrication unless more stringent requirements are indicated. F. Glazing Publications: Comply with published recommendations of glass manufacturers and GANA's "Glazing Manual" unless more stringent requirements are indicated. G. Product Labels: Provide permanent and temporary labels as required by the latest edition of the Florida Building Code. H. Field Measurements: Verify rough openings by field measurements before fabrication and indicate measurements on Shop Drawings. Provide a manufacturer's representative during the measurement walk-throughs to verify measuring methodology and substrate conditions with Contractor and Program Manager. 1.07 DELIVERY, STORAGE, AND HANDLING A. Store and handle doors and accessories in accordance with the manufacturer's instructions. B. Protect the products from damage due to the elements, construction traffic, or other hazards, from the time of arrival through the completion of the project. 1.08 WARRANTY A. Product Warranty: The product manufacturer shall warrant the product against defects in material and workmanship for a period equal to the manufacturer's standard warranty term for NON-ACOUSTICAL ALUMINUM SWINGING FULL LITE DOORS 08182 - 3 3785 the manufactured item but not less than a warranty period of 1 year from the date of substantial completion. The warranty shall be non-prorated and fully transferrable. The warranty shall state that the product manufacturer shall provide all materials required to repair or replace defective materials or workmanship. The warranty shall further state that parts used to manufacture the window units, or suitable replacements, shall be available throughout the warranty period. Failures include, but are not limited to, the following: 1. Failure to meet performance requirements. 2. Structural failures including excessive deflection. 3. Water leakage, air infiltration, or condensation. 4. Deterioration of PVC, metals, finishes, and other materials beyond normal weathering. 5. Glass failure. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Product: 1. CGI Windows and Doors, Inc. Sentinel French Door Model 160. 2. PGT Industries, Inc.; Model FD101. 3. or approved equal. 2.02 MATERIALS A. Main frame members: Extruded from 6063-T5 aluminum alloy. B. Door slab members: Extruded from 6063-T5 aluminum alloy. C. Fasteners, Anchors, Clips, and Accessories: Aluminum, Austenitic (nonmagnetic) stainless steel; provide sufficient strength to withstand design pressure. 1. Exposed Fasteners: Unless unavoidable for applying hardware, do not use exposed fasteners. For application of hardware, use fasteners that match finish of member or hardware being fastened. D. Frame: 4" max. frame depth, tubular extruded aluminum, minimum of 6063-T6 alloy, thermally broken with a glass-reinforced nylon thermal-break. Frame profiles (.078) minimum wall thickness. E. Weatherstripping: Manufacturer's standard system and materials complying with the applicable AAMA standard. Provide compressible weatherstripping designed for permanently resilient sealing, and completely concealed when door is closed. 2.03 GLAZING A. Glass and Glazing: Provide glass and insulated glass units of thickness and composition necessary to meet the specified thermal performance and impact requirements. Provide units with insulated glass units, where indicated, that are capable of meeting thermal requirements without gas-filling of insulating glass interstitial space. Glazing shall be capable of withstanding normal thermal movement and wind and impact loads without failure. Units must be re-glazable without dismantling sash framing. NON-ACOUSTICAL ALUMINUM SWINGING FULL LITE DOORS 08182 -4 3786 B. Safety Glass: Provide safety glass complying with 16 CFR 1201, Category II. C. Coating and Tint: Glass shall be tinted as scheduled in drawings and be Low-E glass to thermal meet performance requirements. 2.04 DOOR HARDWARE A. General: Manufacturer's standard hardware fabricated from aluminum, stainless steel or carbon steel complying with AAMA 907, or other corrosion-resistant material; sized to accommodate panel weight and dimensions. B. Hinges: Corrosion resistant hinge system with vertical and horizontal adjustment. C. Locks: Deadbolt lock. 1. Provide 6 pin key cylinder at exterior and thumbturn on interior. Keyed to match hardware provided in other Sections. 2. Provide locking mechanism as per FBC product approvals. D. Lever Handle Trim: Forged brass or zinc lever; plated or painted finish as selected by the Homeowner from manufacturer's full range full range of standard and optional hardware styles. Provide plated or painted finish as selected by the Homeowner from manufacturer's standard and optional finishes. Provide separate finish selection for each Parcel. 1. Colors: Color Matched to Door or Manufacturer's Standard Finishes. 2.05 FINISHES A. AAMA 2605 Kynar Finish: Chromate Pretreatment plus Primer, 70 percent polyvinylidene fluoride (PVDF)coating B. Color: Standard White or Dark Bronze 2.06 ACCESSORIES A. Grilles (False Muntins) Consists of aluminum grid between the glass of insulated glass units where scheduled on drawings. Match frame color. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify that openings provide an acceptable anchoring surface, being clean, level plumb, and dimensionally within the manufacturer's tolerance of clearance spacing. B. Correct unacceptable openings as required prior to installation. NON-ACOUSTICAL ALUMINUM SWINGING FULL LITE DOORS 08182 - 5 3787 3.02 INSTALLATION A. Install doors and accessories in accordance with Florida Product Approval, approved shop drawings and manufacturer's recommendations and the Contract Documents. B. Securely fasten frames and jambs and set units level, plumb, and square with respect to the surrounding structure, without twist or bow. C. Place insulation materials around shim spaces as required to ensure continuity of the thermal barrier of the structure. D. Apply caulk all around between the aluminum frame and the structure, ensuring that a continuous airtight and watertight perimeter seal results. Leave exposed surfaces clean and free of caulk. 3.03 ADJUSTING AND CLEANING A. Ensure that units freely operate in a normal fashion without scraping or excessive noise, and that door slabs make proper contact with weather-stripping perimeter seal. Adjust frame, door slab, or hardware as needed. B. Leave units thoroughly clean and free of dirt or other construction residue. END OF SECTION 08182 NON-ACOUSTICAL ALUMINUM SWINGING FULL LITE DOORS 08182 - 6 3788 SECTION 08215 INTERIOR WOOD DOORS AND FRAMES PART 1 - GENERAL 1.01 SUMMARY A. This Section includes the following: 1. Solid-core interior flush wood doors. Type: IW-FL 2. Stile and rail interior wood doors. Type: IWF, IWL, IW2, IW6 B. Related Sections include the following: 1. Division 8 Section "Door Hardware"for gasketing and operating hardware. 2. Division 8 Section "Glazing" for requirements for glass in doors. 3. Division 9 Section "Painting" for field finish. 4. Volume 3 of 4 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications. 1.02 REFERENCES A. Architectural Woodwork Institute (AWI), "Architectural Woodwork Quality Standards." 1.03 SUBMITTALS A. Product Data: For each type of door. Include details of core and edge construction and trim for openings. B. Shop Drawings: Indicate location, size, and hand of each door; elevation of each kind of door; construction details not covered in Product Data; location and extent of hardware blocking; and other pertinent data. 1. Indicate dimensions and locations of cutouts. 2. Indicate requirements for veneer matching. 3. Indicate doors to be factory finished and finish requirements. C. Door Schedule: Provide schedule for doors indicating location, construction, style and performance requirements for each door. D. Certification: Provide manufacturer's certification that doors meet AWI requirements, and that doors meet specified performance requirements. 1.04 QUALITY ASSURANCE A. Source Limitations: Obtain flush wood doors through one source from a single manufacturer. Obtain stile and rail wood doors through one source from a single manufacturer. B. Quality Standard: Comply with AWI "Architectural Woodwork Quality Standards." INTERIOR WOOD DOORS 08215 - 1 3789 C. Manufacturer Qualifications: The manufacturer shall have been regularly engaged in the manufacture of a similar type and quality of doors specified for not less than five consecutive years. D. It is a requirement of this contract that the manufacturer's representative for the windows and doors be on site for the installation of the first three (3) homes and the pre-construction measurements meetings on the first three homes. E. Product Options: The sizes, profiles, dimensional requirements, and aesthetic effects of the doors included in the Contract Documents are part of the design of the Project. Other door manufacturers whose products have equal performance characteristics may be considered provided deviations in size, profile, and dimensions are minor and do not alter the aesthetic effect as judged solely by the Designer. 1.05 DELIVERY, STORAGE, AND HANDLING A. Comply with requirements of referenced standard and manufacturer's written instructions. B. Package doors individually in plastic bags or cardboard cartons. Do not use shipping package for storage. Mark each door on top and bottom rail with opening number used on Shop Drawings. C. Store doors flat on carefully leveled supports in a dry, well ventilated building. Cover to keep clean, but allow air circulation. If doors are stored more than one week, seal edges prior to storing. D. Do not subject stored doors to extremes of heat, dry or humid conditions. E. Do not drag doors across one another. 1.06 WARRANTY A. The manufacturer shall warrant the product against defects in material and workmanship for a period equal to the manufacturer's standard warranty term for the item but not less than a warranty period of 1 year. The manufacturer agrees to repair or replace doors that are defective in materials or workmanship, have warped (bow, cup, or twist) more than 1/4 inch in a 42-by-84-inch section, or show telegraphing of core construction in face veneers exceeding 0.01 inch in a 3-inch span. The warranty shall be written to the Property Owner (not the purchaser)and shall be transferrable to future Property Owners without additional registration. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: Type IW 1. Solid Core Wood Doors: a. Eggers Industries; Architectural Door Division. b. Vancouver Door Company, Inc. INTERIOR WOOD DOORS 08215 -2 3790 C. VT Industries Inc. d. Lynden Door, Inc. 2. Stile and Rail Doors: a. Eggers Industries; Architectural Door Division. b. JELD-WEN Premium Wood Doors. C. The Maiman Company. d. Woodtech. 2.02 WOOD DOORS, GENERAL A. Factory machine doors for hardware that is not surface applied. Locate hardware to comply with DHI-WDHS-3. Comply with final hardware schedules, door frame Shop Drawings, DHI A115-W series standards, and hardware templates. B. Fabricate doors in sizes indicated for Project-site fitting. C. Side Panels: Fabricate panels to match adjoining doors in materials, finish, and quality of construction. 2.03 SOLID CORE WOOD A. Quality Standard: AWI Section 1300, Custom Grade; except as specified otherwise for individual components or fabrication. B. Construction: 1. Core: Particleboard, or manufacturer's proprietary core as required for specified acoustic rating. a. Particleboard Cores: ANSI A208.1, Grade LD-2. 2. Thickness: 1-3/4 inches. 3. Construction: 5-ply; stiles and rails bonded to core, then entire unit abrasive sanded before veneering. Apply faces with hot-press laminating; cold-press not acceptable. 4. Blocking: Provide wood blocking in particleboard-core doors as needed to eliminate through-bolting hardware. C. Faces: 1. For Transparent Finish: (Grade A faces): Rift cut white oak or other approved species to match existing doors to remain. Manufacturer's standard veneer matching. 2. For Painted Finish: Medium-density overlay. 2.04 STILE AND RAIL DOORS A. Quality Standard: AWI Section 1400, Custom Grade; except as specified otherwise for individual components or fabrication. B. Wood Species and Cut: Solid lumber (Type IW— Pine C. Construction: 1. Stiles and Rails: Laminated solid lumber with veneered faces. 2. Sticking: Ovolo, milled integrally with stile. Applied sticking not acceptable, except on glazed panels, one side may be applied. 3. Panels: Solid lumber with veneer faces. 4. Adhesives: Type 1, exterior. INTERIOR WOOD DOORS 08215 -3 3791 5. Pressure treat after fabrication. Apply second treatment to bottom of door after machining. D. Component Dimensions: Manufacturer's standard, but not less than the following: 1. Door Thickness: 1-3/8 inches Type IW, 1-3/4 inches Type EW. 2. Stile Width: 5-3/8 inches. 3. Top Rail Width: 4-1/2 inches. 4. Lock Rail Width: 7-1/2 inches. 5. Bottom Rail Width: 10 inches. 6. Panel Thickness: 1-1/8 inches. 7. Panel Rim Edge Thickness: 1/2 inch. E. Transom and Side Panels: Fabricate panels to match adjoining doors in materials, finish, and quality of construction. F. Louvered Doors: Where indicated, provide stile and rail doors with louvers. Provide fixed slats secured in routed slots in door stiles. 2.05 WOOD DOOR FRAMES AND JAMBS A. Quality Standard: Comply with AWI Section 900, Custom grade. B. Size: 1-3/8 inch, by 4-9/16 inches, 5-3/16 inches, 6-9/16 inches or to match thickness of wall. C. Wood Species and Cut for Opaque Finish: Douglas Fir or Ponderosa Pine. D. Fabricate frames to custom size to fit existing rough opening. Prepare frames for hardware, and preassemble doors, frames and gasketing in shop to the maximum extent practical. PART 3 - EXECUTION 3.01 EXAMINATION AND PREPARATION A. Examine openings, substrates, structural support, anchorage, and conditions, with Installer present, for compliance with requirements for installation tolerances; rough opening dimensions; coordination with wall flashings, vapor retarders, and other built-in components; and other conditions affecting performance of work. Verify that door and frame are sized correctly for the rough opening. B. Verify that rough framing and jamb have been reinforced as required for installation of acoustic wood doors which are heavier than conventional solid core doors. C. Nail, screw, patch, shim and otherwise make existing openings plumb, level, smooth and satisfactory to receive new doors and frames. Do not proceed with installation until unsatisfactory conditions have been corrected. D. Advise the Designer immediately if existing framing at rough opening is soft or rotted, or if masonry is spalled or otherwise deteriorated. E. Proceed with installation only after unsatisfactory conditions have been corrected. INTERIOR WOOD DOORS 08215 -4 3792 3.02 INSTALLATION A. Hardware: For installation, see Division 8 Section "Door Hardware." B. Manufacturer's Written Instructions: Install doors to comply with manufacturer's written instructions, referenced quality standard, and as indicated. C. Job-Fitted Doors: Align and fit doors in frames with uniform clearances and bevels as indicated below; do not trim stiles and rails in excess of limits set by manufacturer. Machine doors for hardware. Double-seal cut surfaces after fitting and machining. Including areas routed for hardware. 1. Clearances: Provide 1/8 inch at heads,jambs, and between pairs of doors. Provide 1/8 inch from bottom of door to top of decorative floor finish or covering. Where threshold is shown or scheduled, provide 1/4 inch from bottom of door to top of threshold. 2. Bevel non-fire-rated doors 1/8 inch in 2 inches (3-1/2 degrees)at lock and hinge edges. D. Coordinate field finishing of doors with the requirements of Division 9 Section "Painting" to ensure that doors are finished immediately after fitting, and prior to hanging. 3.03 DOOR FRAMES A. Install frames plumb and level. Shim frames with solid stock. B. Fasten frames securely to prevent flexing, bowing or twisting of frame due to the weight of the door. Do not rely on installation of door casings to provide support to door frame. Provide long screws at hinges as required in Division 8 Section "Door Hardware." 3.04 ADJUSTING A. Operation: Re-hang or replace doors that do not swing or operate freely. B. Finished Doors: Replace doors that are damaged or do not comply with requirements. Doors may be repaired or refinished if work complies with requirements and shows no evidence of repair or refinishing. 3.05 DOOR SCHEDULE A. Door Type: IWF 1. Product: Interior solid core flush door. 2. Thickness: 1-3/8 inches. B. Door Type: IWL 1. Product: Interior stile and rail (panel)door. 2. Louvers: Provide full louvered door 3. Thickness: 1-3/8 inches. C. Door Type: IW2, IW6 1. Product: Interior stile and rail (panel)door. 2. Thickness: 1-3/8 inches. END OF SECTION 08215 INTERIOR WOOD DOORS 08215 -5 3793 SECTION 08225 EXTERIOR FIBERGLASS DOORS PART 1 - GENERAL 1.01 SUMMARY A. This Section includes the following: 1. Fiberglass door and frame units. Type TAN-6P, TAN-FN, TAN-6L, SP, (In-Tandem with Section 08182 Aluminum Swinging Full-Lite Storm Doors) 2. B. Related Sections include the following: 1. Division 8 Section "Door Hardware"for surface-mounted hardware. 2. Project Manual Volume 3 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications 1.02 PERFORMANCE REQUIREMENTS A. Door systems shall be designed to comply with water penetration guidelines in accordance with ASTM E331 and/or Florida Building Code TAS202; air infiltration guidelines in accordance with ASTM E283 and/or Florida Building Code TAS202; forced entry resistance guidelines in accordance with Florida Building Code TAS202; physical endurance guidelines in accordance with ANSI A151.1 / Level C. 1.03 SUBMITTALS A. Product Data: Manufacturer's data sheets on each product to be used, including: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Installation methods. 4. Maintenance instructions for sealing door edges. B. Shop Drawings: Indicate the following: 1. Door schedule; include elevations, sizes, handing. 2. Locations and sizes of lites. 3. Hardware preparation. C. Selection Samples: For factory finished doors, submit two complete sets of selected fiberglass samples with the standard finish colors representing manufacturer's full range of available colors and finishes. Samples shall represent the color selected on fiberglass typical of grain patterns and coloration for the specified doors. D. Certification: Provide manufacturer's certification that doors and materials comply with specified performance and physical properties signed by an authorized company representative. E. Florida Building Code Product Approval for exterior doors. EXTERIOR FIBERGLASS DOORS 08225- 1 3794 F. Test Reports: Certified test reports showing compliance with specified performance characteristics and physical properties. G. Closeout: Submit warranty documents specified herein. 1.04 QUALITY ASSURANCE A. Source Limitations: Obtain each type of door from a single manufacturer. B. It is a requirement of this contract that the manufacturer's representative for the windows and doors be on site for the installation of the first three (3) homes and the pre-construction measurements meetings on the first three homes. C. Manufacturer Qualifications: Member of Wood Door Manufacturer's Association (WDMA). D. Installer Qualifications: Minimum three (3) years documented experience installing products specified in the Section. 1.05 DELIVERY, STORAGE, AND HANDLING A. Comply with requirements of manufacturer's written instructions. B. Receive products in manufacturer's unopened, undamaged packaging with manufacturer's labels intact. C. Storage and Protection: Store in an enclosed location protected from exposure to harmful weather conditions and at temperature and relative humidity conditions as recommended by manufacturer. 1. Store doors flat on a level surface, supported to prevent warpage, in a clean, dry and well-ventilated area protected from sunlight. 2. Do not subject doors to extreme heat, dryness or moisture. 3. Break seal (plastic protective packaging only)onsite to permit ventilation, if required. 4. Seal door edges immediately upon delivery, prior to storage. 5. Do not drag doors across one another. 1.06 PROJECT CONDITIONS A. Do not install products under environmental conditions outside manufacturer's absolute limits. 1.07 WARRANTY A. Provide manufacturer's warranty of its products against the following: 1. Manufacturing defects, which may, in any way, impair or affect performance of the door for the purpose, which it is intended. Replacement under this warranty shall include reasonable cost of hanging, installation of hardware, and finishing. 2. Warp or twist of 1/4 inch or more in any 3 foot 6 inch by 7 foot section of a door. 3. Telegraphing of any part of core assembly through face to cause surface variation of 1/100 inch or more in a 3 inch span. 4. Delamination to any degree. 5. Warranty shall be in effect during the following period of time from date of Substantial Completion: EXTERIOR FIBERGLASS DOORS 08225-2 3795 a. Exterior Doors: Limited Lifetime. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: Type 1. Exterior Fiberglass Doors: Tan-6P, TAN-FN, TAN-6L, SP a. Masonite; Oakcraft Wood-Grain Textured Fiberglass Entry Doors b. Therma-Tru Corporation; Fiber Classic Textured Fiberglass Doors C. OR approved equal. 2.02 FIBERGLASS DOORS A. Door Construction, General: Panels shall be laminated, using a high-performance adhesive to thermally broken, trimmable stiles and rails forming a perimeter to reduce thermal transmission and allow for field preparation of hardware. The bottom edge shall be manufactured from a moisture-resistant and decay-resistant composite. B. Cores: 1. Polyurethane Core: Foamed-in-place, CFC-free polyurethane with a minimum density of 2.0 pcf and U-value of 0.14 BTU /SF x degree F x hr. C. Fiberglass Faces: 1. Fiberglass-reinforced thermoset composite compound, wood-grained in oak that can be stained or painted. D. View Windows: 1. Manufacturer's standard vision frames. 2. Glass units comprised of 1/8-inch tempered safety glass. 2.03 FABRICATION A. Coordinate with hardware manufacturers to assure that doors are properly prepared to receive hinges and hardware. Provide door manufacturer with two copies of approved hardware schedule and necessary hardware templates. B. Fabricate doors in accordance with ANSI/WDMA(formerly NWWDA) IS-1-A requirements. 2.04 DOOR FRAMES A. Quality Standard: Comply with AWI Section 900, Custom grade. B. Milled from 5/4 inch pine, profiled with 1/2-inch stop, by 4-9/16 inches, 5-3/16 inches, 6-9/16 inches deep or to match thickness of wall. Provide exterior casing brick mould. EXTERIOR FIBERGLASS DOORS 08225-3 3796 C. Fabricate frames to custom size to fit existing rough opening. Prepare frames for hardware, and preassemble doors, frames, and gasketing in shop to the maximum extent practical. D. Back-prime exterior frames and jambs prior to installation. Double seal cut edges of doors, including hardware preparation cutouts. 2.05 FACTORY FINISHING A. Door shall be field painted or stained. Color selection provided by Homeowner. PART 3 - EXECUTION 3.01 EXAMINATION AND PREPARATION A. Examine openings, substrates, structural support, anchorage, and conditions, with Installer present, for compliance with requirements for installation tolerances; rough opening dimensions; coordination with wall flashings, and other built-in components; and other conditions affecting performance of work. Verify that door and frame are sized correctly for the rough opening. 1. Masonry Surfaces: Visibly dry and free of excess mortar, sand, and other construction debris. 2. Wood Frame Walls: Dry, clean, sound, well nailed, free of voids, and without offsets at joints. Ensure that nail heads are driven flush with surfaces in opening. B. Nail, screw, patch, shim and otherwise make existing openings plumb, level, smooth and satisfactory to receive new doors and frames. Do not proceed with installation until unsatisfactory conditions have been corrected. C. Advise the Designer immediately if existing framing at rough opening is soft or rotted, or if masonry is spalled or otherwise deteriorated. D. Coordinate with requirements for flashing indicated on Documents. E. Proceed with installation only after unsatisfactory conditions have been corrected. F. After removing each existing door and frame and related items, thoroughly clean existing surfaces before installing new door and frame. G. Be fully prepared to install the new door and frame with related items into the designated existing openings as soon as each existing door is removed. 3.02 INSTALLATION A. Hardware: For installation, see Division 8 Section "Door Hardware." B. Manufacturer's Written Instructions: Install doors to comply with manufacturer's written instructions, referenced quality standard, and as indicated. C. Hardware: Install hardware according to approved hardware schedule for proper location and in conformance with the requirements of Division 8 Section "Door Hardware." 1. Install with full-threaded wood screws furnished by hardware manufacturer. 2. Drill proper sized pilot holes for screws. EXTERIOR FIBERGLASS DOORS 08225-4 3797 3. Securely anchor hardware in correct position and alignment. 4. Adjust hardware and door for proper function and smooth operation, proper latching, without force or excessive clearance. D. Gasketing: Install gasketing in conformance with the requirements of Division 8 Section "Door Hardware." 3.03 DOOR FRAMES A. Install frames plumb and level. Shim frames with solid stock. B. Fasten frames securely to prevent flexing, bowing or twisting of frame due to the weight of the door. Do not rely on installation of door casings to provide support to door frame. C. Tightly fill voids between door frames and structure with mineral fiber insulation. 3.04 ADJUSTING A. Operation: Rehang or replace doors that do not swing or operate freely. B. Protect installed products until completion of the project. C. Finished Doors: Replace doors that are damaged or do not comply with requirements. Doors may be repaired or refinished if work complies with requirements and shows no evidence of repair or refinishing. END OF SECTION 08225 EXTERIOR FIBERGLASS DOORS 08225-5 3798 SECTION 08250 ACOUSTICAL VINYL SWINGING FULL-LITE DOORS PART 1 - GENERAL 1.01 SUMMARY A. This Section includes the following: 1. Acoustical Vinyl Swinging Full-Lite Door: Type ESW. B. Related Sections include the following: 1. Project Manual Volume 3 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications 1.02 DESIGN REQUIREMENTS A. Provide a custom sized door for each opening. Size each door unit to fit within the existing rough opening without downsizing of the opening. For rough openings that out of square or plumb, the opening size is the largest level and plumb rectangle that can fit within the actual opening. 1.03 SYSTEM DESCRIPTION A. Configuration: Vinyl large missile impact rated out swinging door(s)and sidelites. B. Frame: 4-9/16"jamb depth, standard outswing threshold C. Glazing: Exterior glazed, with aluminum glazing bead. Provide impact resistant insulated glass. D. Locking Mechanism: 3 point locking mechanism. Door shall be operable with not more than 1 releasing mechanism 1.04 PERFORMANCE REQUIREMENTS A. Structural Test: FBC TAS 202 and ASTM E 330. a. Minimum project required design pressure: +/- 70 p.s.f. B. Water Infiltration Resistance: 15 percent of positive design pressure but not less than 9.0 p.s.f when tested in accordance with FBC TAS 202 or ASTM ES47/E 331. C. Air Infiltration Resistance: Maximum 0.5 cfm/s.f. of area at an inward test pressure of 6.24 p.s.f. when tested in accordance with FBC TAS 202 and ASTM E 283. D. Windborne Debris Impact Resistance: Pass large missile impact tests; Florida Building Code, FBC TAS 201. ACOUSTICAL VINYL SWINGING FULL LITE DOORS 08250 - 1 3799 E. Hurricane Wind Pressure Resistance: After passing large missile impact test, pass cyclic pressure tests following FBC TAS 203. F. NFRC Performance Requirements: Provide doors tested in accordance with National Fenestration Rating Council (NFRC) procedures and meeting or exceeding the performance indicated. G. Thermal Transmittance: Determine U-factor in accordance with NFRC 100, Procedure for Determining Fenestration Product U-factors. Provide maximum U-factor of 0.75 per 2023 FBC Energy. H. Solar Heat-Gain Coefficient (SHGC): Determine SHGC in accordance with NFRC 200, Procedure for Determining Fenestration Product Solar heat Gain Coefficients at Normal Incidence. Provide maximum SHGC of 0.25 per 2023 FBC Energy I. Sound Transmission: Provide doors certified to provide the listed Sound Transmission Class (STC)when tested according to ASTM E 90 and classified according to ASTM E 413. a. Minimum STC: 35. 1.05 SUBMITTALS A. Product Data: Include construction details, material descriptions, fabrication methods, dimensions of individual components and profiles, hardware, finishes, and operating instructions for each type of aluminum window indicated. B. Shop Drawings: Include dimensioned plans, elevations, sections, details, hardware, certified attachments, operational clearances and the following: 1. Mullion details, including reinforcement and stiffeners. 2. Joinery details. 3. Flashing and drainage details. 4. Muntin profiles. 5. Glazing Type and Details. 6. Color and finish samples. 7. Type of caulking and installation protection of dissimilar materials. C. AAMA Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for each type, grade, and size of door. Submit Independent Laboratory Test Reports verifying doors meet the specified requirements for air leakage, water resistance, uniform structural load, operating force, deglazing, thermal performance, condensation resistance factor, glazing wind load. D. Acoustical Test Reports: Provide independent testing laboratory reports showing doors meet a minimum Sound Transmission Class (STC) of 35 when tested according to ASTM E 90 and classified according to ASTM E 413 E. Provide current Florida Building Commission Product Approval that shows conformance with requirements of this specification section and windborne debris and large missile impact in compliance with latest edition of the Florida Building Code. F. Maintenance Data: Provide door manufacturer's instructions on maintenance of operating hardware, weatherstripping, finishes, glazing and cleaning. G. Installation Instructions: Provide Manufacturer's installation instructions for specified product. ACOUSTICAL VINYL SWINGING FULL LITE DOORS 08250 -2 3800 H. Sample Warranty: Furnish Sample Warranty issued by the Door Manufacturer meeting warranty requirements of this Section. 1.06 QUALITY ASSURANCE A. Manufacturer Qualifications: Fabrication shall be by a Manufacturer who can furnish evidence to the Sponsor that it has been for not less than five (5) consecutive years, regularly engaged in the manufacturing of aluminum window units similar in design and performance to those specified for this Project. B. Installer Qualifications: An installer acceptable to the Program Manager for installation of acoustical product required for this Project. The door installation contractor shall show proof that they have engaged in residential and or commercial door installation and replacement for a minimum of 5 consecutive years, with at least 10 projects that are equal in scope and size to this Project. The door installation contractor shall provide a full-time lead installer; responsible for supervising acoustical window/door installation. The lead installer shall have a minimum of 5 years continuous experience as lead installer of window/door installation projects equal in size and scope to this Project. C. It is a requirement of this contract that the manufacturer's representative for the windows and doors be on site for the pre-construction measurements and provide training and supervision for the installation. D. Source Limitations: Obtain acoustical doors through one source from a single manufacturer. E. Product Options: Information in Drawings and Specifications establishes requirements for aesthetic effects and performance characteristics. Aesthetic effects are indicated by dimensions, arrangements, alignment, and profiles of components and assemblies as they relate to sightlines, to one another, and to adjoining construction. Performance characteristics are indicated by criteria subject to verification by one or more methods including preconstruction testing, field-testing, and in-service performance. 1. Do not modify intended aesthetic effects, as judged solely by Program Manager, except with Program Manager's approval. If modifications are proposed, submit comprehensive explanatory data to Program Manager for review. F. Fenestration Standard: Comply with AAMA/NWWDA 101/I.S.2, "Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors," for minimum standards of performance, materials, components, accessories, and fabrication unless more stringent requirements are indicated. G. Glazing Publications: Comply with published recommendations of glass manufacturers and GANA's "Glazing Manual" unless more stringent requirements are indicated. H. Product Labels: Provide permanent and temporary labels as required by the latest edition of the Florida Building Code. I. Field Measurements: Verify rough openings by field measurements before fabrication and indicate measurements on Shop Drawings. Provide a manufacturer's representative during the measurement walk-throughs to verify measuring methodology and substrate conditions with Contractor and Program Manager. ACOUSTICAL VINYL SWINGING FULL LITE DOORS 08250 - 3 3801 J. Mockup Installation: Provide a complete installation including associated trim, flashing, sealants and other components of up to two (2) separate door openings, as selected by the Architect, to reveal existing conditions and to demonstrate aesthetic effects and set quality standards for fabrication and installation. The door manufacturer will be required to have a full-time employee available for the duration of the mockup installation to instruct the contractor on proper installation methods and techniques. The manufacturer's employee will have a minimum of five (5) years with the manufacturer in the installation of similar acoustical windows produced by the manufacturer. Exact door configuration and locations will be selected by the Architect. The installation shall be by mechanics that are skilled and experienced in the installation of acoustical doors. The contractor shall allow for up to two consecutive 8 hours days for the installation of the mock-ups. 1. Approved mockups will become part of the completed Work if undisturbed at time of Substantial Completion. K. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Management and Coordination." Review methods and procedures related to aluminum windows including, but not limited to, the following: 1. Inspect and discuss condition of substrate and other preparatory work performed by other trades. 2. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. 1.07 DELIVERY, STORAGE, AND HANDLING A. Store and handle doors and accessories in accordance with the manufacturer's instructions. B. Protect the products from damage due to the elements, construction traffic, or other hazards, from the time of arrival through the completion of the project. 1.08 WARRANTY A. Product Warranty: The product manufacturer shall warrant the product against defects in material and workmanship for a period equal to the manufacturer's standard warranty term for the manufactured item but not less than a warranty period of 1 year from the date of substantial completion. The warranty shall be non-prorated and fully transferrable. The warranty shall state that the product manufacturer shall provide all materials required to repair or replace defective materials or workmanship. The warranty shall further state that parts used to manufacture the window units, or suitable replacements, shall be available throughout the warranty period. Failures include, but are not limited to, the following: 1. Failure to meet performance requirements. 2. Structural failures including excessive deflection. 3. Water leakage, air infiltration, or condensation. 4. Deterioration of PVC, metals, finishes, and other materials beyond normal weathering. 5. Glass failure. ACOUSTICAL VINYL SWINGING FULL LITE DOORS 08250 -4 3802 PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Product: 1. CWS/H. Prairie Operations, LLC., Tel: (605) 690-4453 2. or Approved Equal. 2.02 MATERIALS A. Main frame members: Extruded from 6063-T6 aluminum alloy. B. Door Leafs: Door leafs shall be integral color extruded cellulose matrix PVC compound, containing impact-resistant solid plasticizer, titanium dioxide UV inhibitor, and surface and color stabilizers reinforced with 6063-T6 aluminum alloy. C. Frame: 4 9/16" frame depth, tubular extruded aluminum, minimum of 6063-T6 alloy, thermally broken with a glass-reinforced nylon thermal-break. Frame profiles (.078) minimum wall thickness. D. Panel Frame: Extruded multi-chambered vinyl profile. Integral color extruded cellulose matrix PVC compound containing impact resistant solid plasticizer, titanium dioxide UV inhibitor and surface and color stabilizers reinforced with 6063-T6 aluminum alloy. E. Sill: Outswing bumper sill, 4-9/16" tubular extruded aluminum, minimum of 6063-T6 alloy. F. Weatherstripping: Manufacturer's standard system and materials complying with the applicable AAMA standard. Provide compressible weatherstripping designed for permanently resilient sealing, and completely concealed when door is closed. G. Fasteners, Anchors, Clips, and Accessories: Aluminum, Austenitic (nonmagnetic) stainless steel; provide sufficient strength to withstand design pressure. 1. Exposed Fasteners: Unless unavoidable for applying hardware, do not use exposed fasteners. For application of hardware, use fasteners that match finish of member or hardware being fastened. 2.03 GLAZING A. Glass and Glazing: Provide glass and insulated glass units of thickness and composition necessary to meet the specified thermal performance, STC performance and impact requirements. Provide units with insulated glass units, where indicated, that are capable of meeting thermal requirements without gas-filling of insulating glass interstitial space. Glazing shall be capable of withstanding normal thermal movement and wind and impact loads without failure. Units must be re-glazable without dismantling sash framing. B. Safety Glass: Provide safety glass complying with 16 CFR 1201, Category II. C. Coating and Tint: Glass shall be tinted as scheduled in drawings and be Low-E glass to thermal meet performance requirements. ACOUSTICAL VINYL SWINGING FULL LITE DOORS 08250 - 5 3803 2.04 SWINGING DOOR HARDWARE A. General: Manufacturer's standard hardware fabricated from aluminum, stainless steel or carbon steel complying with AAMA 907, or other corrosion-resistant material; sized to accommodate panel weight and dimensions. B. Hinges: Hinge system with vertical and horizontal adjustment. C. Locks: Steel locking mechanism consisting of a lever handle operated latch and multi-point deadbolt lock mechanism. 1. Provide 6 pin key cylinder at exterior. Keyed to match hardware provided in other Sections. 2. Provide locking mechanism as per FBC product approvals. D. Lever Handle Trim: Forged brass or zinc lever; plated or painted finish as selected by the Homeowner from manufacturer's full range full range of standard and optional hardware styles. Provide plated or painted finish as selected by the Homeowner from manufacturer's standard and optional finishes. Provide separate finish selection for each Parcel. 1. Colors: Color Matched to Door. 2.05 FINISHES A. Provide color as scheduled in the Drawings for each Parcel. 1. Colors: Standard White or Dark Bronze 2.06 ACCESSORIES A. Grilles (False Muntins) Consists of aluminum grid between the glass of insulated glass units where scheduled on drawings. Available in all frame colors. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify that openings provide an acceptable anchoring surface, being clean, level plumb, and dimensionally within the manufacturer's tolerance of clearance spacing. B. Examine openings, substrates, structural support, anchorage and conditions. Verify that door is sized correctly for the rough opening. Correct rough opening to ensure Door installation meets the maximum allowable shim space. C. Correct unacceptable openings as required prior to installation. 3.02 INSTALLATION A. Install doors and accessories in accordance with Florida Product Approval, approved shop drawings and manufacturer's recommendations and the Contract Documents. ACOUSTICAL VINYL SWINGING FULL LITE DOORS 08250 - 6 3804 B. Securely fasten frames and jambs and set units level, plumb, and square with respect to the surrounding structure, without twist or bow. C. Place insulation materials around shim spaces as required to ensure continuity of the thermal barrier of the structure. D. Apply caulk all around between the aluminum frame and the structure, ensuring that a continuous airtight and watertight perimeter seal results. Leave exposed surfaces clean and free of caulk. 3.03 ADJUSTING AND CLEANING A. Ensure that units freely operate in a normal fashion without scraping or excessive noise, and that door slabs make proper contact with weather-stripping perimeter seal. Adjust frame, door slab, or hardware as needed. B. Leave units thoroughly clean and free of dirt or other construction residue. END OF SECTION 08250 ACOUSTICAL VINYL SWINGING FULL LITE DOORS 08250 - 7 3805 SECTION 08251 ACOUSTICAL VINYL SLIDING GLASS DOORS PART 1 - GENERAL 1.01 SUMMARY A. This Section includes the following: 1. Acoustical Vinyl Sliding Glass Door: Type ESL. B. Related Sections include the following: 1. Project Manual Volume 3 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications 1.02 DESIGN REQUIREMENTS A. Provide a custom sized door for each opening. Size each door unit to fit within the existing rough opening without down-sizing of the opening. For rough openings that out of square or plumb, the opening size is the largest level and plumb rectangle that can fit within the actual opening. 1.03 SYSTEM DESCRIPTION A. Acoustically rated PVC impact-rated sliding glass door(s) with 4-9/16" frame depth. Available in XO, OX, OXO, OXXO Configuration. 1.04 PERFORMANCE REQUIREMENTS A. Structural Test: FBC TAS 202 and ASTM E 330. a. Minimum project required design pressure: +/- 60 p.s.f. B. Water Infiltration Resistance: 15 percent of positive design pressure but not less than 9.0 p.s.f when tested in accordance with FBC TAS 202 or ASTM ES47/E 331. C. Air Infiltration Resistance: Maximum 0.5 cfm/s.f. of area at an inward test pressure of 6.24 p.s.f. when tested in accordance with FBC TAS 202 and ASTM E 283. D. Windborne Debris Impact Resistance: Pass large missile impact tests; Florida Building Code, FBC TAS 201. E. Hurricane Wind Pressure Resistance: After passing large missile impact test, pass cyclic pressure tests following FBC TAS 203. F. NFRC Performance Requirements: Provide doors tested in accordance with National Fenestration Rating Council (NFRC) procedures and meeting or exceeding the performance indicated. ACOUSTICAL VINYL SLIDING GLASS DOORS 08251 - 1 3806 G. Thermal Transmittance: Determine U-factor in accordance with NFRC 100, Procedure for Determining Fenestration Product U-factors. Provide maximum U-factor of 0.75 per 2023 FBC Energy. H. Solar Heat-Gain Coefficient (SHGC): Determine SHGC in accordance with NFRC 200, Procedure for Determining Fenestration Product Solar heat Gain Coefficients at Normal Incidence. Provide maximum SHGC of 0.25 per 2023 FBC Energy I. Sound Transmission: Provide doors certified to provide the listed Sound Transmission Class (STC)when tested according to ASTM E 90 and classified according to ASTM E 413. a. Minimum STC: 35. 1.05 SUBMITTALS A. Product Data: Include construction details, material descriptions, fabrication methods, dimensions of individual components and profiles, hardware, finishes, and operating instructions for each type of door indicated. B. Shop Drawings: Include dimensioned plans, elevations, sections, details, hardware, certified attachments, operational clearances and the following: 1. Mullion details, including reinforcement and stiffeners. 2. Joinery details. 3. Flashing and drainage details. 4. Muntin profiles. 5. Glazing Type and Details. 6. Color and finish samples. 7. Type of caulking and installation protection of dissimilar materials. C. AAMA Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for each type, grade, and size of door. Submit Independent Laboratory Test Reports verifying doors meet the specified requirements for air leakage, water resistance, uniform structural load, operating force, deglazing, thermal performance, condensation resistance factor, glazing wind load. D. Acoustical Test Reports: Provide independent testing laboratory reports showing doors meet a minimum Sound Transmission Class (STC) of 35 when tested according to ASTM E 90 and classified according to ASTM E 413 E. Provide current Florida Building Commission Product Approval that shows conformance with requirements of this specification section and windborne debris and large missile impact in compliance with latest edition of the Florida Building Code. F. Maintenance Data: Provide door manufacturer's instructions on maintenance of operating hardware, weatherstripping, finishes, glazing and cleaning. G. Installation Instructions: Provide Manufacturer's installation instructions for specified product. H. Sample Warranty: Furnish Sample Warranty issued by the Door Manufacturer meeting warranty requirements of this Section. ACOUSTICAL VINYL SLIDING GLASS DOORS 08251 -2 3807 1.06 QUALITY ASSURANCE A. Manufacturer Qualifications: Fabrication shall be by a Manufacturer who can furnish evidence to the Sponsor that it has been for not less than five (5) consecutive years, regularly engaged in the manufacturing of aluminum window units similar in design and performance to those specified for this Project. B. Installer Qualifications: An installer acceptable to the Program Manager for installation of acoustical product required for this Project. The door installation contractor shall show proof that they have engaged in residential and or commercial door installation and replacement for a minimum of 5 consecutive years, with at least 10 projects that are equal in scope and size to this Project. The door installation contractor shall provide a full-time lead installer; responsible for supervising acoustical window/door installation. The lead installer shall have a minimum of 5 years continuous experience as lead installer of window/door installation projects equal in size and scope to this Project. C. It is a requirement of this contract that the manufacturer's representative for the windows and doors be on site for the pre-construction measurements and provide training and supervision for the installation. D. Source Limitations: Obtain acoustical doors through one source from a single manufacturer. E. Product Options: Information in Drawings and Specifications establishes requirements for aesthetic effects and performance characteristics. Aesthetic effects are indicated by dimensions, arrangements, alignment, and profiles of components and assemblies as they relate to sightlines, to one another, and to adjoining construction. Performance characteristics are indicated by criteria subject to verification by one or more methods including preconstruction testing, field-testing, and in-service performance. 1. Do not modify intended aesthetic effects, as judged solely by Program Manager, except with Program Manager's approval. If modifications are proposed, submit comprehensive explanatory data to Program Manager for review. F. Fenestration Standard: Comply with AAMA/NWWDA 101/I.S.2, "Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors," for minimum standards of performance, materials, components, accessories, and fabrication unless more stringent requirements are indicated. G. Glazing Publications: Comply with published recommendations of glass manufacturers and GANA's "Glazing Manual" unless more stringent requirements are indicated. H. Product Labels: Provide permanent and temporary labels as required by the latest edition of the Florida Building Code. I. Field Measurements: Verify rough openings by field measurements before fabrication and indicate measurements on Shop Drawings. Provide a manufacturer's representative during the measurement walk-throughs to verify measuring methodology and substrate conditions with Contractor and Program Manager. J. Mockup Installation: Provide a complete installation including associated trim, flashing, sealants and other components of up to two (2) separate door openings, as selected by the Architect, to reveal existing conditions and to demonstrate aesthetic effects and set quality standards for fabrication and installation. ACOUSTICAL VINYL SLIDING GLASS DOORS 08251 - 3 3808 The door manufacturer will be required to have a full-time employee available for the duration of the mockup installation to instruct the contractor on proper installation methods and techniques. The manufacturer's employee will have a minimum of five (5) years with the manufacturer in the installation of similar acoustical windows produced by the manufacturer. Exact door configuration and locations will be selected by the Architect. The installation shall be by mechanics that are skilled and experienced in the installation of acoustical doors. The contractor shall allow for up to two consecutive 8 hours days for the installation of the mock-ups. 1. Approved mockups will become part of the completed Work if undisturbed at time of Substantial Completion. K. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Management and Coordination." Review methods and procedures related to aluminum windows including, but not limited to, the following: 1. Inspect and discuss condition of substrate and other preparatory work performed by other trades. 2. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. 1.07 DELIVERY, STORAGE, AND HANDLING A. Store and handle doors and accessories in accordance with the manufacturer's instructions. B. Protect the products from damage due to the elements, construction traffic, or other hazards, from the time of arrival through the completion of the project. 1.08 WARRANTY A. Product Warranty: The product manufacturer shall warrant the product against defects in material and workmanship for a period equal to the manufacturer's standard warranty term for the manufactured item but not less than a warranty period of 1 year from the date of substantial completion. The warranty shall be non-prorated and fully transferrable. The warranty shall state that the product manufacturer shall provide all materials required to repair or replace defective materials or workmanship. The warranty shall further state that parts used to manufacture the window units, or suitable replacements, shall be available throughout the warranty period. Failures include, but are not limited to, the following: 1. Failure to meet performance requirements. 2. Structural failures including excessive deflection. 3. Water leakage, air infiltration, or condensation. 4. Deterioration of PVC, metals, finishes, and other materials beyond normal weathering. 5. Glass failure. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Product: 1. Model 8900 PVC Sliding Glass Door. CWS/H. Prairie Operations, LLC. Tel: (605) 690-4453 ACOUSTICAL VINYL SLIDING GLASS DOORS 08251 -4 3809 2. or approved equal. 2.02 MATERIALS A. Main frame members: Extruded multi-chambered vinyl profile. Integral color extruded cellulose matrix PVC compound containing impact resistant solid plasticizer, titanium dioxide UV inhibitor and surface and color stabilizers. B. Door Panel: Door leafs shall be integral color extruded cellulose matrix PVC compound, containing impact-resistant solid plasticizer, titanium dioxide UV inhibitor, and surface and color stabilizers reinforced with 6063-T6 aluminum alloy. C. Weatherstripping: Manufacturer's standard system and materials complying with the applicable AAMA standard. Provide compressible weatherstripping designed for permanently resilient sealing, and completely concealed when door is closed. D. Fasteners, Anchors, Clips, and Accessories: Aluminum, Austenitic (nonmagnetic) stainless steel; provide sufficient strength to withstand design pressure. 1. Exposed Fasteners: Unless unavoidable for applying hardware, do not use exposed fasteners. For application of hardware, use fasteners that match finish of member or hardware being fastened. 2.03 GLAZING A. Glass and Glazing: Provide glass and insulated glass units of thickness and composition necessary to meet the specified thermal performance, STC performance and impact requirements. Provide units with insulated glass units, where indicated, that are capable of meeting thermal requirements without gas-filling of insulating glass interstitial space. Glazing shall be capable of withstanding normal thermal movement and wind and impact loads without failure. Units must be re-glazable without dismantling sash framing. B. Safety Glass: Provide safety glass complying with 16 CFR 1201, Category II. C. Coating and Tint: Glass shall be tinted as scheduled in drawings and be Low-E glass to thermal meet performance requirements. 2.04 SLIDING DOOR HARDWARE A. General: Manufacturer's standard hardware fabricated from corrosion resistant material of sufficient strength to perform its intended function. Hardware shall be designed to operate smoothly, tightly close and securely lock the door units. B. Roller Assemblies: Provide movable panels with roller assemblies. Provide adjustable tandem roller assemblies with non-magnetic stainless-steel rollers. C. Locks: Install manufacturer's standard pull and locking device on each moving panel with thumb turn on interior. D. Door Pulls: Provide manufacturer's standard extruded aluminum pull handles both interior and exterior. Color to match door frame. ACOUSTICAL VINYL SLIDING GLASS DOORS 08251 - 5 3810 2.05 INSECT SCREENS A. General: Design doors to accommodate screens in a tight-fitting operable arrangement. Provide fiberglass insect screen in PVC frame to match color of sliding door unit frame.. B. Glass Fiber Mesh Fabric: 18x4 or 18x16 mesh of PVC coated glass fiber threads. Charcoal Gray in color. 2.06 FINISHES A. Provide color as scheduled in the Drawings for each Parcel. 1. Colors: Standard White or Dark Bronze 2.07 ACCESSORIES 2.08 ACCESSORIES A. Grilles (False Muntins) Consists of aluminum grid between the glass of insulated glass units where scheduled on drawings. Match frame color. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify that openings provide an acceptable anchoring surface, being clean, level plumb, and dimensionally within the manufacturer's tolerance of clearance spacing. B. Examine openings, substrates, structural support, anchorage and conditions. Verify that door is sized correctly for the rough opening. Correct rough opening to ensure Door installation meets the maximum allowable shim space. C. Correct unacceptable openings as required prior to installation. 3.02 INSTALLATION A. Install doors and accessories in accordance with Florida Product Approval, approved shop drawings and manufacturer's recommendations and the Contract Documents. B. Securely fasten frames and jambs and set units level, plumb, and square with respect to the surrounding structure, without twist or bow. C. Place insulation materials around shim spaces as required to ensure continuity of the thermal barrier of the structure. D. Apply caulk all around between the aluminum frame and the structure, ensuring that a continuous airtight and watertight perimeter seal results. Leave exposed surfaces clean and free of caulk. ACOUSTICAL VINYL SLIDING GLASS DOORS 08251 - 6 3811 3.03 ADJUSTING AND CLEANING A. Ensure that units freely operate in a normal fashion without scraping or excessive noise, and that door slabs make proper contact with weather-stripping perimeter seal. Adjust frame, door slab, or hardware as needed. B. Leave units thoroughly clean and free of dirt or other construction residue. END OF SECTION 08251 ACOUSTICAL VINYL SLIDING GLASS DOORS 08251 - 7 3812 SECTION 08520 ACOUSTICAL ALUMINUM WINDOWS PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Acoustical impact resistant aluminum dual double hung windows. B. Related Sections include the following: 1. Division 6 Section "Rough Carpentry". 2. Division 6 Section "Finish Carpentry". 3. Division 8 Section "Door Hardware". 4. Volume 3 of 4 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications. 1.02 REFERENCES A. AAMA/NWWDA 101/I.S.2 - Voluntary Specifications for Aluminum, Vinyl (PVC), and Wood Windows and Glass Doors. B. AAMA 605.2 - Voluntary Specification for High Performance Organic coatings on Architectural Aluminum Extrusions and Panels. C. AAMA 1503.1 - Voluntary Test Method for Thermal Transmittance and Condensation Resistance of Windows, Doors, and Glazed Wall Sections. D. ASTM E 283 - Standard Test Method for Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen. E. ASTM E 330 - Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. F. ASTM E 547 - Standard Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by Cyclic Static Air Pressure Differential. Or ASTM E 331-93 - "Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by Uniform Air Pressure Difference". G. ASTM F 588 - Standard Test Methods for Measuring the Forced Entry Resistance of Window Assemblies, Excluding Glazing Impact. H. Florida Building Code 2023 (8th Edition). ACOUSTICAL ALUMINUM WINDOWS 08520 - 1 3813 1.03 PERFORMANCE REQUIREMENTS A. General: Provide aluminum windows capable of complying with performance requirements indicated, based on testing manufacturer's windows that are representative of those specified and that are of test size indicated below: 1. Minimum size required by gateway performance requirements for determining compliance with AAMA/NWWDA 101/I.S.2 for both gateway performance requirements and optional performance grades. B. Design Requirements: 1. Double hung units; thermally broken aluminum dual sash units conforming to, or exceeding, H-DW-C70 per AAMA/NWWDA 101/I.S.2. In meeting AAMA/NWWDA 101 product designations, the maximum size tested for compliance with specified product performance grades must be equal to or larger than each product type used in the project, however, may be less than the defined "gateway" size specified for each product type. 2. Sound Transmission: All windows fixed and operating shall have an STC Rating not less than 40. Select window system glazing to meet or exceed all design and performance requirements. C. Performance Requirements (Operable Units): 1. Air Infiltration: Test window in accordance with ASTM E 283, primary sash closed and locked, secondary sash full open position; meet the following performance requirements: a. Windows with Operable Perimeter: Not more than 0.150 cubic feet per minute per square foot of window area at a static pressure drop of 1.57 pounds per square foot, or 0.35 cubic feet per minute total when tested at 6.24 pounds per square foot. 2. Water Resistance: Test window in accordance with ASTM E 547 or ASTM E 331-93, in the winter and summer mode with screen removed, as follows: a. Primary sash closed and locked, secondary sash full open position; subject window to pressure drop of 9.00 pounds per square foot. b. Both sets of sash closed and latched; subject window to minimum pressure drop of 12.00 pounds per square foot. 3. Windborne Debris resistance: Provide glazed windows capable of resisting large and small missile impact according to the requirements of the latest edition of the Florida Building Code. 4. Uniform Load Structure Test: Test window in accordance with ASTM E 330, primary sash closed, secondary sash full open position. a. Static air pressure difference of 1.5 times design wind class used in AAMA/NWWDA 101/I.S.2. b. At Conclusion of Test: No glass breakage; no permanent damage to fasteners, hardware parts, support arms, or actuating mechanisms; no other damage which would cause window to be inoperable; permanent deformation of any frame, sash, or ventilator member not exceeding 0.04 percent of its span. 5. Thermal Performance ("U" Value): Test window of exactly 4 by 6 foot size in accordance with AAMA 1503.1. a. Double Hung Units: Thermal transmittance due to conductance not exceeding 0.65. ACOUSTICAL ALUMINUM WINDOWS 08520 -2 3814 6. Condensation Resistance Factor (CRF): Test window of exactly 4 by 6 foot size in accordance with AAMA 1503.1. a. Double Hung Units: CRF not less than 62. (verify CRF) b. Horizontal Rolling Units: CRF not less than 64. (verify CRF) 7. Forced Entry Resistance: ASTM F 588. a. Horizontal Rolling Windows: Level 10 minimum. b. Double Hung windows: Level 10 minimum. 8. Deglazing Test: Operating sash will have no disengagement of the sash stiles and rails from the glass, when tested in accordance with ASTM E 987-88, when a load of 70 LBS is applied to the stiles of the horizontal sliding window and rails of the removable panel and vertical sliding windows and a load of 50 LBS is applied to the rails of the horizontal sliding window and stiles of the removable panel and vertical sliding windows. 9. Solar Heat Gain Coefficient (SHGC): Less than 0.25 1.04 SUBMITTALS A. Product Data: Include construction details, material descriptions, fabrication methods, dimensions of individual components and profiles, hardware, finishes, and operating instructions for each type of aluminum window indicated. B. Shop Drawings: Include dimensioned plans, elevations, sections, details, hardware, certified attachments, operational clearances, and the following: 1. Mullion details, including reinforcement and stiffeners. 2. Joinery details. 3. Flashing and drainage details. 4. Thermal-break details. 5. Glazing details. 6. Muntin profiles. 7. Color and finish samples. 8. Type of caulking and installation protection of dissimilar materials. C. Samples: When requested by the Program Manager, provide samples as indicated that show fabrication techniques, workmanship, and design of hardware and accessories. 1. Corner Sample: Corner of window approximately 12 inches by 12 inches with frame, sash and glazing. 2. Main Framing Member: 12-inch- long, full-size sections of extrusions with factory-applied color finish. 3. Hardware: Full-size units with factory-applied finish. D. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for each type, grade, and size of aluminum window. Submit Independent Laboratory Test Reports verifying windows meet the specified requirements for air leakage, water resistance, uniform structural load, operating force, deglazing, thermal performance, condensation resistance factor, glazing wind load, and sound transmission. Test results based on use of downsized test units will not be accepted. ACOUSTICAL ALUMINUM WINDOWS 08520 - 3 3815 E. Provide current Florida Building Commission Product Approval for each type of window exhibiting conformance with requirements of this specification section and windborne debris and impact in compliance with Florida Building Code. F. Certificates: Furnish a signed affidavit from the Window Manufacturer, certifying that materials used on this Project conform to these Specifications and are identical in all appropriate respects to windows identified in the Independent Laboratory Test Reports. G. Sample Warranty: Furnish Sample Warranty issued by the Window Manufacturer meeting warranty requirements of this Section. 1.05 QUALITY ASSURANCE A. Qualifications: Fabrication shall be by a Window Manufacturer who can furnish evidence to the Sponsor that it has been for not less than five (5) consecutive years, regularly engaged in the manufacturing of aluminum window units similar in design and performance to those specified for this Project. B. Installer Qualifications: An installer acceptable to the Program Manager for installation of acoustical product required for this Project. The window installation contractor shall show proof that they have engaged in residential and commercial aluminum window installation and replacement for a minimum of 5 consecutive years, with at least 10 projects that are equal in scope and size to this Project. The window contractor shall provide a full-time lead installer/superintendant; responsible for supervising acoustical window and door installation. The lead installer/superintendant shall have a minimum of 5 years continuous experience as lead installer of window/door installation projects equal in size and scope to this Project. C. It is a requirement of this contract that the manufacturer's representative for the windows and doors be on site for the pre-construction measurements and provide training and supervision for the installation. D. Source Limitations: Obtain aluminum windows through one source from a single manufacturer. E. Product Options: Information on Drawings and Specifications establishes requirements for aluminum windows' aesthetic effects and performance characteristics. Aesthetic effects are indicated by dimensions, arrangements, alignment, and profiles of components and assemblies as they relate to sightlines, to one another, and to adjoining construction. Performance characteristics are indicated by criteria subject to verification by one or more methods including preconstruction testing, field-testing, and in-service performance. 1. Do not modify intended aesthetic effects, as judged solely by Program Manager, except with Program Manager's approval. If modifications are proposed, submit comprehensive explanatory data to Program Manager for review. F. Fenestration Standard: Comply with AAMA/NWWDA 101/I.S.2, "Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors," for minimum standards of performance, materials, components, accessories, and fabrication unless more stringent requirements are indicated. 1. Provide AAMA certified aluminum windows with an attached label. G. Glazing Publications: Comply with published recommendations of glass manufacturers and GANA's "Glazing Manual" unless more stringent requirements are indicated. ACOUSTICAL ALUMINUM WINDOWS 08520 -4 3816 H. Field Measurements: Verify aluminum window openings by field measurements before fabrication and indicate measurements on Shop Drawings. Provide a manufacturer's representative during the measurement walk-throughs to verify measuring methodology and substrate conditions with Contractor and Program Manager. I. Mockup Installation: Provide a complete installation including associated trim, flashing, sealants and other components of up to two (2)separate window openings, as selected by the Architect, to reveal existing conditions and to demonstrate aesthetic effects and set quality standards for fabrication and installation. The window manufacturer will be required to have a full-time employee available for the duration of the mockup installation to instruct the contractor on proper installation methods and techniques. The manufacturer's employee will have a minimum of five (5) years with the manufacturer in the installation of similar acoustical windows produced by the manufacturer. Exact window configuration and locations will be selected by the Architect. The installation shall be by mechanics that are skilled and experienced in the installation of aluminum acoustical windows. The contractor shall allow for up to two consecutive 8 hours days for the installation of the mock-ups. 1. Approved mockups will become part of the completed Work if undisturbed at time of Substantial Completion. J. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Management and Coordination." Review methods and procedures related to aluminum windows including, but not limited to, the following: 1. Inspect and discuss condition of substrate and other preparatory work performed by other trades. 2. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. 1.06 WARRANTY A. Product Warranty: The product manufacturer shall warrant the product against defects in material and workmanship for a period equal to the manufacturer's standard warranty term for the manufactured item but not less than a warranty period of 1 year from the date of substantial completion. The warranty shall be non-prorated and fully transferrable. The warranty shall state that the product manufacturer shall provide all materials required to repair or replace defective materials or workmanship. The warranty shall further state that parts used to manufacture the window units, or suitable replacements, shall be available throughout the warranty period. Failures include, but are not limited to, the following: 1. Failure to meet performance requirements. 2. Structural failures including excessive deflection. 3. Water leakage, air infiltration, or condensation. 4. Deterioration of metals, metal finishes, and other materials beyond normal weathering. 5. Glass failure. ACOUSTICAL ALUMINUM WINDOWS 08520 - 5 3817 PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Dual Window: a. St. Cloud Windows, Inc.; Model 900i and 3500i Series. b. Approved Equal B. Requests for substitutions will be considered in accordance with provisions of Division 1 Section "Product Requirements"with exception noted below. C. Provide all aluminum windows from a single manufacturer. 2.02 MATERIALS, GENERAL A. Aluminum Extrusions: Alloy and temper recommended by aluminum window manufacturer for strength, corrosion resistance, and application of required finish, but not less than accurately extruded aluminum alloy 6063-T6. B. Frame, Sash, and Screen Members: Accurately extruded aluminum alloy 6063-T6; 0.062 inch minimum wall thickness. C. Thermal Barrier: Not a structural part of frame assembly, but providing complete metal to metal separation between inner and outer frame members; not less than 1/4 inch wide. Poured and debridged polyurethane thermal barrier is not acceptable. D. The following Sections, Reinforcing Members, Anchors, Clips, and Accessories, Fasteners are intended as a guide and are to be confirmed by the certifying engineer for anchorage and conformance to the ASCE load requirements. E. Fasteners: Aluminum, nonmagnetic stainless steel, epoxy adhesive, or other materials warranted by manufacturer to be noncorrosive and compatible with aluminum window members, trim, hardware, anchors, and other components. Cadmium-plated steel fasteners are not permitted. 1. Reinforcement: Where fasteners screw-anchor into aluminum less than 0.125 inch thick, reinforce interior with aluminum or nonmagnetic stainless steel to receive screw threads, or provide standard, noncorrosive, pressed-in, splined grommet nuts. 2. Exposed Fasteners: Unless unavoidable for applying hardware, do not use exposed fasteners. For application of hardware, use fasteners that match finish of member or hardware being fastened, as appropriate. F. Anchors, Clips, and Accessories: Aluminum, nonmagnetic stainless steel, or zinc-coated steel or iron complying with ASTM B 633 for SC 3 severe service conditions; provide sufficient strength to withstand design pressures. Cadmium-plated steel anchors, clips, and accessories are not permitted. G. Reinforcing Members: Aluminum, nonmagnetic stainless steel, nickel/chrome-plated steel complying with ASTM B 456 for Type SC 3 severe service conditions, or zinc-coated steel or iron complying with ASTM B 633 for SC 3 severe service conditions; provide sufficient strength ACOUSTICAL ALUMINUM WINDOWS 08520 - 6 3818 to withstand design pressure indicated. Cadmium-plated steel reinforcing members are not permitted. H. Replaceable Weather Seals: Comply with AAMA 701/702. I. Weatherstripping: Manufacturer's standard or custom weatherstripping to meet performance requirements. J. Caulking: Grade "A" type caulking compound, Pecora, Tremco, Vulkem, or equal approved by Architect; color to match color of aluminum unless otherwise approved by Program Manager. K. Sealant: For sealants required within fabricated windows, provide window manufacturer's standard, permanently elastic, non-shrinking, and nonmigrating type recommended by sealant manufacturer for joint size and movement. L. Trim Pieces: Provide brick molds; installation flanges, mullion covers; and head, jamb, and sill extenders as manufactured by manufacturer of window to complete installation and to meet structural requirements. M. Sash Rollers: Nylon glides, Delrin, or stainless steel lubricated with "Moly B" dry lubricant, operating on stainless steel axles, based on size and weight of sash. N. Screens: All horizontal and vertical sliding windows shall have a half screen mounted in the outer sash track of the exterior frame. The screen shall be pre-bowed, extruded 6063-T6 aluminum with a nominal wall thickness of .062. The screen cloth shall be fiberglass 18 x 14 mesh or better in a charcoal color and secured into screen frame with a black vinyl spline. O. Muntins: Where grilles are noted in the Drawings, provide manufacturer's profiled applied aluminum muntin on the interior and exterior glass surface of the exterior window sashes. Finish on muntins is to match finish of window. 2.03 HARDWARE A. All assembly and installation fasteners and screws incorporated in the window units, exterior panning and interior trim shall be non-magnetic, stainless steel. All hardware parts shall be of aluminum, stainless steel, nylon, or other non-corrosive materials compatible with aluminum. NOTE: Wrought metal parts will not be acceptable. B. All horizontal sliding windows will be fitted with a sash retainer at the meeting rail to prevent the sash or screen from being removed or pushed to the exterior beyond the plane of the window. C. Spring-loaded metal plunger type lock automatically engaging as window is closed; locate as follows: 1. Double Hung Windows: Interior sill rails. 2.04 GLAZING A. Glass and Glazing Materials: Provide glazing systems capable of withstanding normal thermal movement and wind and impact loads without failure, including loss or glass breakage attributable to the following: Defective manufacture, fabrication, and installation; failure of sealants or gaskets to remain watertight and airtight; deterioration of glazing materials; or other defects in construction. ACOUSTICAL ALUMINUM WINDOWS 08520 - 7 3819 B. Source Limitations for Glass: For each manufactured product, obtain glass from one primary- glass manufacturer for each tint color indicated. Window glazing tint shall be as scheduled on the Drawings. C. Safety Glass: Category II materials complying with testing requirements in 16 CFR 1201 and ANSI Z97.1. Provide safety glass where required by code. 1. Subject to compliance with requirements, permanently mark safety glass with certification label of Safety Glazing Certification Council or another certification agency acceptable to authorities having jurisdiction. 2.05 FABRICATION A. General: Fabricate aluminum windows, in sizes indicated, that comply with requirements and that meet or exceed AAMA/NWWDA 101/I.S.2 performance requirements for the window type and performance class indicated above. Include a complete system for assembling components and anchoring windows. 1. Fabricate windows as two separate frames permanently interlocked by a rigid thermal barrier. 2. Operable Frame and Sash Joints: Butt type secured by means of thread-cutting type screws anchored into screw ports, ports integral parts of frame members. 3. Frame corners with permanent cross-linked polyethylene gasket corners, secured with non-magnetic stainless steel screws into integral screw ports. 4. Deburr and make smooth all sharp milled edges and corners. 5. Internally seal sash corners. 6. Fabricate meeting rails of tubular construction, double weather-stripped and interlocked when in closed position. 7. Fabricate window units in a manner to facilitate replacement of worn or damaged parts, hardware, or weather-stripping. 8. Exterior and Interior Frame Sill: Tubular design, 5 degrees minimum continuous slope with no interior flat surfaces to prevent accumulation of water in sill. B. Thermal Barrier: Interlock both halves of frame, securing them together without inhibiting expansion and contraction of either part; apply bead of sealant into recessed sealant pocket to complete perimeter of window to seal joints between frame and thermal barrier. 1. Thermal Movement: The thermal-break shall allow for free linear movement between the interlocking thermal-break and the separate aluminum members to accommodate expansion and contraction. The temperature range shall be OF to +200F at exterior (metal temperatures), with a +70F indoor air temperature. No screws, clips or metal straps will bridge the thermal-break or restrict the independent expansion or contraction of the frame members. C. Weep System: The sill weep system shall be designed and constructed to prevent the infiltration of air, dirt and insects from the outside to the interior, and provide ample opening relative to the window size, to prevent the accumulation of water. Weep flaps shall be counter- balanced and gravity operated, opening to exhaust water and closing to help prevent air- leakage and infiltration of insects. D. Mullions: Provide mullions FBC Product Approved mullions and cover plates as shown, matching window units, complete with anchors for support to structure and installation of window units. Allow for erection tolerances and provide for movement of window units due to ACOUSTICAL ALUMINUM WINDOWS 08520 - 8 3820 thermal expansion and building deflections. Provide mullions and cover plates capable of withstanding design loads of window units. E. Factory-Glazed Fabrication: Glaze aluminum windows in the factory where practical and possible for applications indicated. Comply with requirements in Division 8 Section "Glazing" and with AAMA/NWWDA 101/I.S.2. F. Double Hung Windows: 1. Fully balance each operating sash exceeding 20 lbs. in weight with a minimum of two balances. 2. Make sashes removable without the use of special tools. 2.06 FINISHES A. General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Finish designations prefixed by AA comply with the system established by the Aluminum Association for designating aluminum finishes. C. Finish exposed surfaces of aluminum windows, panning, and trim as follows: 1. Organic Coated: Fluoropolymer organic coating, white; meet or exceed AAMA 2605 specifications for high performance organic coatings on extrusions. Kynar based 70% resin. D. See Drawings for color choices. Windows noted as White shall be finished with organic coating. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine openings, substrates, structural support, anchorage, and conditions, with Installer present, for compliance with requirements for installation tolerances; rough opening dimensions; levelness of sill plate; coordination with wall flashings, vapor retarders, and other built-in components; operational clearances; and other conditions affecting performance of work. 1. Masonry Surfaces: Visibly dry and free of excess mortar, sand, and other construction debris. 2. Wood Frame Walls: Dry, clean, sound, well nailed, free of voids, and without offsets at joints. Ensure that nail heads are driven flush with surfaces in opening and within 3 inches of opening. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 PREPARATION A. Remove new window units from crating and packaging material. Verify that all parts and accessories are included. All window units and accessories shall be securely stored, upright and protected from the weather. B. Remove old windows and accessories from the window opening. Scrape and remove existing sealant from the opening that will interfere with the installation of new windows. ACOUSTICAL ALUMINUM WINDOWS 08520 - 9 3821 C. Install only preservative treated lumber, as required, for all liners and blocking. All liners, sub- framing or new framing shall be the full length of the head, jambs and sill. The shimming surfaces will be of adequate depth to shim the entire depth of the new window frame and to prevent contact of aluminum window frame to preservative treated lumber. 3.03 INSTALLATION A. At the commencement of installation, the window manufacturer shall furnish a full time employee for a minimum of two consecutive 8 hours days at the start of construction to instruct the contractor on proper installation methods and techniques and a minimum of two 8 hours days of follow-up visits during the remaining installation period. The manufacturer's employee will have a minimum of five (5) years installation experience with the manufacturer with demonstrated experience in measuring and installation of manufacturer's products. B. All window and related window components shall be installed in accordance with requirements of the owner and the approved shop drawings of the Manufacturer. Installation shall be by mechanics that are skilled and experienced in the erection of aluminum acoustical windows. C. General: Comply with manufacturer's written instructions for installing windows, hardware, accessories, and other components; Drawings; and Shop Drawings. D. Install windows level, plumb, square, true to line, without distortion or impeding thermal movement, anchored securely in place to structural support, and in proper relation to wall flashing and other adjacent construction. E. Set sill members in bed of sealant or with gaskets, as indicated, for weathertight construction. F. Install windows and components to drain condensation, water penetrating joints, and moisture migrating within windows to the exterior. G. Metal Protection: Separate aluminum and other corrodible surfaces from sources of corrosion or electrolytic action at points of contact with other materials by complying with requirements specified in "Dissimilar Materials" Paragraph in Appendix B in AAMA/NWWDA 101/I.S.2. H. Install approved insulation materials in the frame cavity on the interior portion of the window frame, area adjacent to exterior of window frame remaining uninsulated. 1. Exercise caution to avoid overlapping insulation materials across thermal barrier connectors. 2. Exercise caution to avoid bridging of the two separated frame members. 1. Apply caulking at all points between masonry and aluminum outer frame; apply in a manner to ensure airtight and watertight continuous perimeter seal. 3.04 PROTECTION AND CLEANING A. Protect window surfaces from contact with contaminating substances resulting from construction operations. In addition, monitor window surfaces adjacent to and below exterior concrete and masonry surfaces during construction for presence of dirt, scum, alkaline deposits, stains, or other contaminants. If contaminating substances do contact window surfaces, remove contaminants immediately according to manufacturer's written recommendations. B. Clean aluminum surfaces immediately after installing windows. Avoid damaging protective coatings and finishes. Remove excess sealants, glazing materials, dirt, and other substances. ACOUSTICAL ALUMINUM WINDOWS 08520 - 10 3822 C. Clean factory-glazed glass immediately after installing windows. Comply with manufacturer's written recommendations for final cleaning and maintenance. Remove nonpermanent labels and clean surfaces. D. Remove and replace glass that has been broken, chipped, cracked, abraded, or damaged during construction period. END OF SECTION 08520 ACOUSTICAL ALUMINUM WINDOWS 08520 - 11 3823 SECTION 08585 INTERIOR ACOUSTICAL STORM WINDOWS PART 1 - GENERAL 1.01 SUMMARY A. This Section includes the following types of storm windows: 1. Aluminum Interior Operable Skylight Storm Window. 2. Aluminum Interior Operable Storm Window 3. Aluminum Interior Fixed Removable Storm Window B. Related Sections include the following: 1. Division 8 Section "Glazing" for requirements for glazing storm windows. 1.02 REFERENCES A. Storm Window Standard: ANSI/AAMA 1002.10, "Voluntary Specifications for Insulating Storm Products for Windows and Sliding Glass Doors." 1.03 DEFINITIONS A. "Primary Window": A window in a dual window unit capable of protecting the building's interior from climatic elements. B. "Rough Opening": Opening of rough framing or structure after removal of trim, jambs, shims, blocking and similar items, into which a window is installed. For the purposes of this Section, Rough Opening shall include masonry opening when Work is in masonry construction. C. "Secondary Window": A window in a dual unit used on the exterior or interior of, and in tandem with, a primary window for the purpose of energy conservation or acoustical enhancement. Secondary Windows are not intended to be used by themselves as Primary Windows. D. "Storm Window": A Secondary Window when not manufactured as part of a Dual Window. 1.04 DESIGN REQUIREMENTS A. Provide custom-sized window for each opening. Window unit shall be no less than 1/2 inch smaller in width and in height than the opening size. For openings out of square or plumb, the opening may be considered to be the largest level and plumb rectangle that can fit within the actual opening. B. Provide 2 inch minimum to 4 inch maximum air space between glazing of storm window and primary window, unless noted otherwise. C. Operable Windows: Provide sash that can be removed for cleaning. INTERIOR ACOUSTICAL STORM WINDOWS 08585 - 1 3824 1.05 PERFORMANCE REQUIREMENTS, STORM WINDOWS A. ANSI/AAMA Performance Requirements: Provide products which meet the minimum test standards established by ANSI/AAMA 1002.10 for the window performance class listed for each window product specified. Provide products which meet general requirements and specific product performance requirements of ANSI/AAMA 1002.10. B. Air Infiltration: When tested in accordance with ASTM-E283, air infiltration for exterior and interior aluminum storm windows shall not exceed 0.50 cfm/If of operable sash in a closed position under static pressure drop of 1.57 psf(equivalent to 25 mph wind velocity). C. Sound Transmission: When indicated, provide window units certified to provide the listed Sound Transmission Class (STC) when tested according to ASTM E 90 and classified according to ASTM E 413. Minimum STC 30. 1.06 ACTION SUBMITTALS A. Include submittal of Product Data and Samples for glazing as specified in Division 8 Section "Glazing" as part of the submittal packages of this Section. B. Product Data for each type of window required, including the following: 1. Standard construction details including: a. Joinery. b. Sections. C. Hardware. d. Weatherstripping. e. Glazing. f. Expansion provisions. g. Other details of construction. 2. Profiles and dimensions of individual components. 3. Descriptions of materials. 4. Data on hardware, screens, accessories, and finishes. C. Shop Drawings: Show elevations and details for each window including information not fully shown in manufacturer's standard Product Data. Include details of attachment, flashing, and clearances. 1. Indicate actual dimensions of existing openings. 2. Indicate existing conditions for each opening. D. Window Schedule: Include a complete window schedule indicating: 1. Identifier. 2. Window type. 3. Unit or sash size. 4. Net clear opening, when egress unit. 5. Muntin grille pattern. 6. Glazing type and thickness. 7. Color. 8. Detail numbers. 9. Special notes and conditions. E. Samples: When requested by the Architect, provide samples as indicated that show fabrication techniques, workmanship, and design of hardware and accessories. 1. Corner Sample: Corner of window approximately 12 inch by 12 inch with frame, sash and glazing. INTERIOR ACOUSTICAL STORM WINDOWS 08585 -2 3825 2. Component Samples: 12 inch long sections of frame and sash, 12 inch long sections of weatherstripping and seals, and hardware. 1.07 INFORMATIONAL SUBMITTALS A. Product Test Reports: Provide complete test reports based on evaluation of comprehensive tests performed within the last four years by a qualified testing agency, for each type, grade, and size of window. 1. Test results based on units smaller than that required by the applicable standard will not be accepted. B. Installer Qualifications: Submit description of installer's experience and qualifications. Include a listing of at least three projects similar to this Project which have been in place for at least two years. C. Manufacturer's Qualifications: Submit description of manufacturer's experience. Include a listing of at least three projects similar to this Project which have been in place for at least two years. D. Certification: Provide certification from window manufacturer stating that each size window complies with specified requirements, including those of referenced standards. 1. Include certification that product meets the specifications for general requirements and specific product performance requirements of ANSI/AAMA 1002.10. 2. Include certification that product meets acoustical performance requirements. Include glazing type and thicknesses on certification. E. Maintenance Data: For operable sash, operating hardware, weather stripping, finishes, and cleaning. 1.08 QUALITY ASSURANCE A. Manufacturer Qualifications: The manufacturer has been regularly engaged in the manufacture of a similar type and quality of windows specified for not less than five (5) consecutive years. B. Source Limitations: Obtain each type of window through one source from a single manufacturer. C. Product Options: The sizes, profiles, dimensional requirements, and aesthetic effects of the aluminum storm windows included in the Contract Documents are part of the design of the Project. Other window manufacturers whose products have equal performance characteristics may be considered provided deviations in size, profile, and dimensions are minor and do not alter the aesthetic effect as judged solely by the Program Manager. 1.09 DELIVERY, STORAGE AND HANDLING A. Store windows in compliance with manufacturer's recommendations. Store in manner such that manufacturer's identification marks are readily visible. B. Do not slide windows against one another. Do not roll windows onto corners when handling, to avoid damage to integrity of window. INTERIOR ACOUSTICAL STORM WINDOWS 08585 - 3 3826 1.10 PROJECT CONDITIONS A. Proceed with installation of window units only when weather conditions permit and when substrates and framing are completely dry. Do not install windows in inclement weather. B. Coordinate fabrication schedule with construction progress to avoid delaying the Work. C. Coordinate installation of window units with flashing, siding, casing, caulking, painting and priming, and other adjoining work so as to ensure proper and timely sequencing of job. Proceed with installation of window units after rough carpentry, insulation, and the installation of aluminum brake-metal and flashing work, if any, has been completed. 1.11 WARRANTY A. Product Warranty: The product manufacturer shall warrant the product against defects in material and workmanship for a period equal to the manufacturer's standard warranty term for the manufactured item but not less than a warranty period of 1 year from the date of substantial completion. The warranty shall be non-prorated and fully transferrable. The warranty shall state that the product manufacturer shall provide all materials required to repair or replace defective materials or workmanship. The warranty shall further state that parts used to manufacture the window units, or suitable replacements, shall be available throughout the warranty period. Failures include, but are not limited to, the following: 1. Failure to meet performance requirements. 2. Structural failures including excessive deflection. 3. Water leakage, air infiltration, or condensation. 4. Deterioration of metals, metal finishes, and other materials beyond normal weathering. 5. Glass failure. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Aluminum interior storm windows: a. Mon-Ray, Inc. 1-800-544-3646 b. Or Approved Equal. 2.02 MATERIALS A. General: Provide materials and components meeting the applicable requirements of ANSI/AAMA 1002.10. B. Aluminum Extrusions: Alloy and temper recommended by aluminum window manufacturer for strength, corrosion resistance, and application of required finish, but not less than 22,000-psi ultimate tensile strength, not less than 16,000-psi minimum yield strength. 1. Frame: Not less than 0.050-inch thickness at any location for main frame members. 2. Sash: Not less than 0.050-inch thickness at any location for sash members. INTERIOR ACOUSTICAL STORM WINDOWS 08585 -4 3827 C. Fasteners: Aluminum, nonmagnetic stainless steel, or other materials warranted by manufacturer to be noncorrosive and compatible with window members, hardware, anchors, and other components. 1. Exposed Fasteners: Unless unavoidable for applying hardware, do not use exposed fasteners. For application of hardware, use fasteners that match finish of member or hardware being fastened. D. Anchors, Clips, and Accessories: Aluminum, nonmagnetic stainless steel, or zinc-coated steel or iron complying with ASTM B 633 for SC 3 severe service conditions; provide sufficient strength to withstand design pressure. E. Reinforcing Members: Aluminum, nonmagnetic stainless steel, nickel/chrome-plated steel complying with ASTM B 456 for Type SC 3 severe service conditions, or zinc-coated steel or iron complying with ASTM B 633 for SC 3 severe service conditions; provide sufficient strength to withstand design pressure for AAMA Optional Performance Grade indicated. F. Compression-Type Weather Stripping: Manufacturer's standard system and materials complying with ANSI/AAMA 1002.10. Provide compressible weather stripping designed for permanently resilient sealing under bumper or wiper action, and completely concealed when window is closed. G. Sliding-Type Weather Stripping: Provide woven-pile weather stripping of wool, polypropylene, or nylon pile and resin-impregnated backing fabric. Comply with AAMA 701. Provide weather stripping with integral barrier fin or fins of semi-rigid, polypropylene sheet or polypropylene- coated material. H. Replaceable Compression Weather Seals: Comply with AAMA 702. 2.03 GLAZING A. Glass and Glazing: Provide factory pre-glazed units which comply with the requirements of Division 8 Section "Glazing." B. Performance: Provide glass and insulated glass units of thickness and composition necessary to meet the specified performance requirements. C. Safety Glass: Where indicated and where required by applicable codes, provide safety glazing. 2.04 HARDWARE A. General: Meet the applicable requirements of ANSI/AAMA 1002.10. B. Aluminum Skylight Storm Windows: Provide the following operating hardware: 1. Continuous steel piano-type hinge finished to match frame. 2. Aluminum panel clips finished to match existing frame, minimum three per skylight sash (one at each unhinged side). 2.05 FABRICATION, ALUMINUM STORM WINDOWS A. General: Fabricate windows in sizes indicated that comply with AAMA 1002.10 for performance class indicated. B. Frame: INTERIOR ACOUSTICAL STORM WINDOWS 08585 - 5 3828 1. Corners: Miter cut and welded, or mechanically fastened with screw boss or staked joinery. Provide sealant or gaskets at corners. 2. Nail Fin: Provide frame designed with nail fin or to be fitted with a head expander and sill expander as job conditions require. C. Sash: 1. Fabricate pull rails integral with sash extrusions. Fabricate meeting rails with interlocking profile. 2. Corners: Miter cut and welded, or mechanically fastened with screw boss or staked joinery. D. Weatherstripping and Seals: Provide double or triple weatherstripping at sash perimeter. Positively secure in extruded ports to prevent shrinkage, movement or loss. 2.06 FINISHES A. General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Finish designations prefixed by AA comply with the system established by the Aluminum Association for designating aluminum finishes. C. High-Performance Organic Finish: AA-C12C42R1x (Chemical Finish: Cleaned with inhibited chemicals; Chemical Finish: Acid-chromate-fluoride-phosphate conversion coating; Organic Coating: as specified below). Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers'written instructions. 1. Fluoropolymer Two-Coat System: Manufacturer's standard two-coat, thermocured system consisting of specially formulated inhibitive primer and fluoropolymer color topcoat containing not less than 70 percent polyvinylidene fluoride resin by weight; complying with AAMA 2605. 2. Color: White or Dark Bronze as scheduled. PART 3 - EXECUTION 3.01 EXAMINATION AND PREPARATION A. Examine openings, substrates, structural support, anchorage, and conditions, for compliance with requirements for installation tolerances; opening dimensions; coordination with wall flashings, vapor retarders, and other built-in components; operational clearances; and other conditions affecting performance of work. B. Coordinate with requirements for flashing, finish carpentry and painting indicated on Documents. 1. Coordinate specified requirements for minimum spacing between glazing with work of other Sections. C. Proceed with installation only after unsatisfactory conditions have been corrected. D. Nail, screw, patch, shim and otherwise make existing openings plumb, level, smooth and satisfactory to receive new storm windows. Do not proceed with installation of storm windows until unsatisfactory conditions have been corrected. E. Advise the Program Manager immediately if existing substrates are soft or rotted. INTERIOR ACOUSTICAL STORM WINDOWS 08585 - 6 3829 F. Be fully prepared to install the new window with related items into the designated existing openings as soon as each existing window is removed. G. After removing each existing window unit and related items, thoroughly clean existing surfaces before installing new window unit or window sash. 3.02 INSTALLATION A. General: Comply with manufacturer's written instructions for installing windows, hardware, accessories, and other components; Drawings; and Shop Drawings. B. Install windows level, plumb, square, true to line, without distortion or impeding thermal movement, anchored securely in place to structural support, and in proper relation to wall flashing and other adjacent construction. C. Embed perimeter of window in concealed sealant to provide acoustically tight and weatherproof joint with no visible sealant. D. Set storm window in direct and continuous contact with substrate and fasten with screws. 3.03 ADJUSTING A. Adjust operating sash and hardware to provide a tight fit at contact points and at weatherstripping for smooth operation and a weather tight closure. B. It is the responsibility of the Contractor that each and every new or existing window receiving work operates properly, and that window units not acceptable to the Program Manager shall be repaired or replaced. 3.04 PROTECTION AND CLEANING A. Provide final protection and maintain conditions in a manner acceptable to window manufacturer that ensure window units are without damage or deterioration at the time of Substantial Completion. B. Clean exposed surfaces immediately after installing window. Exercise care to avoid damage to protective coatings and finishes. Remove excess glazing and sealant compounds, dirt, and other substances. Clean sash tracks of dirt. Lubricate hardware and other moving parts. C. Clean factory-glazed glass immediately after installing windows. Comply with manufacturer's written recommendations for final cleaning and maintenance. Remove nonpermanent labels and clean surfaces. D. Remove and replace broken glass that has been broken, chipped, cracked, abraded, or damaged during construction period. 3.05 WINDOW SCHEDULE A. Window type DH-S: 1. Product: Aluminum double-hung storm window. 2. Manufacturer and Model: Provide one of the following models, or equal: a. Mon-Ray, Inc.; #504. INTERIOR ACOUSTICAL STORM WINDOWS 08585 - 7 3830 B. Window type GL-S: 1. Product: Aluminum gliding storm window. 2. Manufacturer and Model: Provide one of the following models, or equal: a. Mon-Ray, Inc.; #505. C. Window type FX-S: 1. Product: Aluminum fixed removable storm window. 2. Manufacturer and Model: Provide one of the following models, or equal: a. Mon-Ray, Inc.; #603. D. Window type IOP-SKY: 1. Product: Aluminum hinged interior skylight storm window. 2. Manufacturer and Model: Provide one of the following models, or equal: a. Mon-Ray, Inc.; #503-POS. END OF SECTION 08585 INTERIOR ACOUSTICAL STORM WINDOWS 08585 - 8 3831 SECTION 08710 DOOR HARDWARE PART 1 - GENERAL 1.01 SUMMARY A. This Section includes the following types of door hardware: 1. Hinges, locks and trim for swinging doors. 2. Weatherstripping and gasketing. 3. Thresholds. B. Related Sections include the following: 1. Division 6 Section "Rough Carpentry". 2. Division 6 Section "Finish Carpentry". 3. Division 7 Section "Building Insulation". 4. Division 8 Section "Door Hardware". 5. Volume 3 of 4 - Asbestos & Lead Based Paint Test Reports & Asbestos Remediation Specifications. 1.02 SUBMITTALS A. Product Data: Include installation details, material descriptions, dimensions of individual components and profiles, and finishes. B. Samples: 1. Submit samples in specified finish for the following: a. Locks and latches. b. Door gasketing. C. Thresholds. 2. Samples that are acceptable will be returned to the Contractor and may be incorporated into the Work. C. Door Hardware Schedule: Prepare by or under the supervision of supplier. Coordinate Door Hardware Schedule with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish of door hardware. 1. Organization: Organize into door hardware sets indicating designations of items required for each opening. Include the following information: a. Type, style, function, size, label, hand, and finish. b. Manufacturer. C. Fastenings and other pertinent information. d. Door and frame sizes and materials. 1.03 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who has completed door hardware similar in material, design, and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in-service performance. DOOR HARDWARE 08710 - 1 3832 B. Source Limitations: Obtain each type and variety of door hardware from a single manufacturer, unless otherwise indicated. 1.04 DELIVERY, STORAGE, AND HANDLING A. Inventory door hardware on receipt and provide secure lock-up for door hardware delivered to Project site. B. Tag each item or package separately with identification related to the final Door Hardware Schedule, and include basic installation instructions with each item or package. 1.05 WARRANTY A. General Warranty: Special warranties specified in this Article shall not deprive Sponsor of other rights Sponsor may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by Contractor under requirements of the Contract Documents. B. Special Warranty: Written warranty, executed by manufacturer agreeing to repair or replace components of door hardware that fail in materials or workmanship within specified warranty period. Failures include, but are not limited to, the following: 1. Structural failures including excessive deflection, cracking, or breakage. 2. Faulty operation of operators and door hardware. 3. Deterioration of metals, metal finishes, and other materials beyond normal weathering. C. Warranty Period: Not less than One (1) year from date of Substantial Completion, unless otherwise indicated. PART 2 - PRODUCTS 2.01 HINGES A. Hinges: Full mortise butt hinge, flat button tip and as follows: 1. 1-3/8" Doors: Standard weight, 4 by 4 inch. 2. 1-3/4" Doors: Standard weight, anti-friction, 4-1/2 by 4-1/2 inch; heavy weight where scheduled. B. Products: Provide one of the following or equal: 1. Hager Companies. 2. McKinney Products Company; Div. of ESSEX Industries, Inc. 3. Stanley Works - Hardware Division. C. Fasteners: Phillips flat-head screws with finish to match surface of hinges. 1. Wood Doors: Threaded-to-the-head wood screws. 2. Metal Doors: Machine screws, with drilled and tapped holes. DOOR HARDWARE 08710 -2 3833 2.02 LOCKS AND LATCHES A. Manufacturers: Provide one of the following or equal: 1. Schlage Lock Company; Div. of IR Security and Safety. 2. Sargent Manufacturing; an Assa Abloy Group Company. 3. Yale Commercial Locks and Hardware. B. Bored Locks: BHMA Grade 2; backset: 2-3/4 inches, except 2-3/8 inches acceptable on narrow stile door with approval of the Program Manager. 1. Product: Schlage; Models A-Series as scheduled. 2. Strike: Standard T-strike with curved lip and dust box. Provide extended lip if required by conditions. C. Bored Auxiliary Locks: Comply with the following: 1. Deadbolt: Deadlocking Iatchbolt operated by key outside and turn inside. 2. Product: Schlage, Model B -100. 3. Strike: Standard strike with dust box. D. 3 Point Locks: Comply with the following: 1. Product: To match door manufacturer's swinging door Product Approval. Deadlocking Iatchbolt operated by key outside and turn inside. E. Keying: Key locks alike within each Parcel. Match existing keys if possible. If a parcel has an apartment attached then the apartment shall be keyed separately from the parcel. Contractor to verify during the measurement visit which parcels require separate apartment keys. 2.03 MISCELLANEOUS DOOR HARDWARE, GENERAL A. Wide-Angle Door Viewers: Solid brass, with optical glass lenses; adjustable to door thickness, and permitting one-way observation with minimum 180-degree viewing angle. Acceptable products include: 1. Hager; Model 1756. 2. Ives; Model 698. B. Stops and Bumpers: BHMA Grade 2 wall stop with bumper, polished brass. 1. Provide floor stop in conditions where wall stop is not practical. 2.04 FINISHES A. Provide one of the following standard finishes on hinges and locksets. Finish to match prevalent finish in Parcel, or as selected by the Homeowner and approved by the Program Manager. Finish on hinges shall match finish on locksets. B. Exterior Hinges and other hardware: Finishes acceptable for use on exterior doors: 1. Finish: BHMA 605: Bright brass, clear coated, over brass base metal. 2. Finish: BHMA 606: Satin brass, clear coated, over brass base metal. 3. Finish: BHMA 629: Bright stainless steel, over stainless-steel base metal. 4. Finish: BHMA 630: Satin stainless steel, over stainless-steel base metal. C. Interior Hinges and other hardware: Finishes acceptable for use on interior doors: 1. Finish: BHMA 632: Bright brass, clear coated, over steel base metal. 2. Finish: BHMA 651: Bright chromium plated over nickel, over steel base metal. 3. Finish: BHMA 652: Satin chromium plated over nickel, over steel base metal. DOOR HARDWARE 08710 - 3 3834 D. Lockset: Finishes acceptable for use on locksets and deadbolts: 1. Finish: BHMA 605: Bright brass, clear coated, over brass base metal. 2. Finish: BHMA 606: Satin brass, clear coated, over brass base metal. 3. Finish: BHMA 625: Bright chromium plated over nickel, over brass or bronze base metal. E. Lockset: Finishes acceptable for use on 3-point locksets: 1. Finish: White Powdercoat 2. Finish: Black Powdercoat 2.05 GASKETING AND THRESHOLDS, GENERAL A. Provide gasketing, door bottoms and thresholds identical to the types used in tested acoustic door assemblies, unless otherwise approved by the door manufacturer. B. Acceptable Manufacturers: 1. National Guard Products, Inc. 2. Pemko Manufacturing Co. 3. Reese Enterprises, Inc. 4. Zero International, Inc. 2.06 GASKETING A. Kerf-In Foam Weatherstrip: Soft cell foam enclosed by an embossed, tear resistant, low friction, UV Stable polyethylene cover. Acceptable products include: 1. Pemko; Model Q103. 2. Or Approved Equal B. Color: White or bronze as selected by the Program Manager. 2.07 THRESHOLDS A. In-Swinging Fiberglass Door Threshold: Provide aluminum and wood adjustable thresholds and Slide on Under-Door Seal as provided standard by door manufacturer. Provide field modifications to thresholds to match existing conditions, or to match details shown. B. Finish: Mill finish. 2.08 ACCESSORIES FOR PAIRS OF DOORS A. Flush Bolts: BHMA Al56.16; designed for mortising into door edge. Products: 1. Hager Companies; Model 282 D, for hollow metal; Model 283D, for wood. 2. NT Quality Hardware; an Ingersoll-Rand Company; Model 1357, for hollow metal; Model 1356, for wood. B. Astragals: T-style astragal with gasket, mounted to inactive door. 1. Product: Pemko; Model 355-S. DOOR HARDWARE 08710 -4 3835 PART 3 - EXECUTION 3.01 EXAMINATION A. Examine doors and frames, with Installer present, for compliance with requirements for installation tolerances, labeled fire door assembly construction, wall and floor construction, and other conditions affecting performance of door hardware. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 INSTALLATION, GENERAL A. Mounting Heights: 1. DHI's "Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames." B. Field Fitting: Use jigs to accurately prepare hardware cutouts. Apply two coats sealer at cut outs prior to installation of hardware. C. Set units level, plumb, and true to line and location. Adjust and reinforce attachment substrates as necessary for proper installation and operation. D. Door Viewer: Maximum 5'-0" above finish floor. Verify mounting height with Homeowner. 3.03 INSTALLATION, GASKETING AND THRESHOLDS A. Trim and install gasketing and thresholds carefully to eliminate gaps. Verify tightness by checking for light leaks at entire door perimeter. Adjust or replace as required. B. Door Bottom: 1. Cut to door width with seal removed. 2. Trim seal to leave 1/16 inch overhang at each end. C. Thresholds: 1. Cope to fit tightly within frame opening with gasket removed. 2. Trim seal 1/16 inch longer than threshold at each end. 3. Set in full bed of sealant complying with requirements specified in Division 7 Section "Joint Sealants." 3.04 ADJUSTING A. Initial Adjustment: Adjust and check door and hardware to ensure proper operation. Replace units that cannot be adjusted to operate as intended. B. Lubricate surface of polyethylene covered foam gaskets with silicone lubricant as recommended by the manufacturer. 3.05 CLEANING AND PROTECTION A. Clean adjacent surfaces soiled by door hardware installation. DOOR HARDWARE 08710 - 5 3836 B. Clean operating items as necessary to restore proper function and finish. C. Provide final protection and maintain conditions that ensure door hardware is without damage or deterioration at time of Substantial Completion. 3.06 DOOR HARDWARE SCHEDULE A. All Door hardware not listed below shall conform to Door Manufacturer's Florida Product Approval. B. Interior Wood Doors: 3 Hinges Std. wt., anti-friction 1 Lock Bored, Schlage A-Series C. Exterior In-Swinging Fiberglass Doors: 3 Hinges Std. wt., anti-friction 1 Lock Bored, Schlage A-Series 1 Deadbolt Bored, Schlage B-Series 1 Viewer 1 Perimeter gasketing Kerfed-in foam weatherstrip at jamb and head 1 Door Bottom Seal Vinyl side-on door bottom seal 1 Threshold Adjustable aluminum and wood END OF SECTION 08710 DOOR HARDWARE 08710 - 6 3837 SECTION 09220 PORTLAND CEMENT PLASTER PART 1 - GENERAL 1.01 SUMMARY A. This Section includes the following: 1. Two coat, portland cement plaster(stucco)finishes. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 1 Section "Cutting and Patching". 2. Division 4 Section "Unit Masonry Assemblies". 3. Division 8 Windows and Doors. 4. Division 9 Section "Painting". 5. Volume 3 of 4 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications C. The primary work of this Section is cutting and patching around the installation of new sound control door and window products, blending the new stucco work into the existing. 1.02 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections. B. Product Data for each product specified or intended to be used. 1.03 DELIVERY, STORAGE, AND HANDLING A. Deliver cementitious materials to Project site in original packages, containers, or bundles, labeled with manufacturer's name, product brand name, and lot number. B. Store materials inside, under cover, and dry, protected from weather, direct sunlight, surface contamination, aging, corrosion, and damage from construction traffic and other causes. 1.04 PROJECT CONDITIONS A. Environmental Requirements, General: Comply with ASTM C 926 requirements and recommendations of plaster manufacturer for environmental conditions before, during, and after plaster application. B. Warm-Weather Requirements: Protect plaster against uneven and excessive evaporation and from strong flows of dry air, both natural and artificial. Apply and cure plaster as required by climatic and job conditions to prevent dry out during cure period. Provide suitable coverings, moist curing, barriers to deflect sunlight and wind, or combinations of these, as required. PORTLAND CEMENT 09220 - 1 PLASTER 3838 C. Protect contiguous work from soiling and moisture deterioration caused by plastering. Provide temporary covering and other provisions necessary to minimize harmful spattering of plaster on other work. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. El Rey Stucco Company, Inc. 2. The Quikrete Companies. 2.02 MATERIALS A. Base-Coat: Manufacturer's standard factory blended, sanded stucco basecoat consisting of Portland cement, lime, properly graded aggregate, alkali resistant fiberglass and acrylic fibers. 1. El Rey Stucco; Fiber-47 Sanded. 2. Quikrete; Quikrete Fiberglass Reinforced Stucco#1200. B. Factory-Prepared Finish Coat: Manufacturer's standard factory-packaged blend of portland cement, ASTM C 150, Type I or III; hydrated lime, Type S, ASTM C 206 or ASTM C 207; aggregate, ASTM C 897; and compatible with base coat and finish texture indicated. 1. El Rey Stucco; Premium Stucco Finish. 2. Quikrete; Quikrete Finish Coat Stucco#1201. C. Water for Mixing and Finishing Plaster: Potable. D. Bonding Agent: Complying with ASTM C 932, and as recommended by the stucco manufacturer. E. Protection for adjacent aluminum surfaces. 2.03 MIXING A. Mechanically mix cementitious and aggregate materials for plasters to comply with applicable referenced application standard and with recommendations of plaster manufacturer. B. Frozen, caked or lumpy materials shall not be used and shall be removed from jobsite immediately. C. Accurately proportion materials for each plaster batch with measuring devices of known volume. D. Size batches for complete use within maximum of one hour after mixing. E. Re-temper plaster stiffened from evaporation, but dispose of partially hydrated cement plaster. Do not use excessive water. PORTLAND CEMENT 09220 -2 PLASTER 3839 PART 3 - EXECUTION 3.01 PREPARATIONS FOR PLASTERING A. Cut back existing plaster to sound material. Undercut edge of existing stucco. B. Clean plaster bases and substrates for direct application of plaster, removing loose material and substances that may impair the Work. C. Apply bonding agent on concrete and concrete unit masonry surfaces indicated for direct plaster application; comply with manufacturer's written instructions for application. D. Install temporary grounds and screeds to ensure accurate rodding of plaster to true surfaces; coordinate with scratch-coat work. E. Flashing: Refer to Division 7 Sections for installing flashings as indicated. F. Surface Conditioning: Immediately before plastering, dampen concrete and concrete unit masonry surfaces that are indicated for direct plaster application, except where a bonding agent has been applied. Determine and apply amount of moisture and degree of saturation that will result in optimum suction for plastering. 3.02 PLASTER APPLICATION A. Protect all aluminum windows and doors and all existing surfaces with removable tape. B. Apply base and finish coats to match texture of existing stucco. C. Plaster Application Standard: Apply plaster materials, composition, and mixes to comply with ASTM C 926 except Table 4. D. Flat Surface Tolerances: Do not deviate more than plus or minus 1/8 inch in 10 feet from a true plane in finished plaster surfaces, as measured by a 6-foot straightedge placed at any location on surface. E. Corners: Make internal corners and angles square; finish external corners flush and true with plaster faces on exterior work. F. Number of Coats: Apply plaster of composition indicated, to comply with the following requirements: 1. Two Coats: Over the following plaster bases: a. Concrete unit masonry. G. Finish Coats: Apply finish coats to comply with the following requirements: 1. Float Finish: Apply finish coat to a minimum thickness of 1/8 inch to completely cover base coat, uniformly floated to a true even plane with fine-textured finish matching existing conditions. 2. Trowel-Textured Finish: Apply finish coat with hand-troweled-textured finish matching existing conditions. H. Moist-cure plaster base and finish coats to comply with ASTM C 926 except Table 4, including written instructions for time between coats and curing in "Annex A2 Design Considerations." PORTLAND CEMENT 09220 - 3 PLASTER 3840 3.03 CUTTING AND PATCHING A. Cut, patch, replace, repair, and point up plaster as necessary to accommodate other work. Repair cracks and indented surfaces. Point-up finish plaster surfaces around items that are built into or penetrate plaster surfaces. Repair or replace work to eliminate blisters, buckles, check cracking, dry outs, efflorescence, excessive pinholes, and similar defects. Repair or replace work as necessary to comply with required visual effects. 3.04 CLEANING AND PROTECTING A. Remove temporary covering and other provisions made to minimize spattering of plaster on other work. B. Promptly remove plaster from door frames, windows, and other surfaces not to be plastered. Repair surfaces stained, marred or otherwise damaged during plastering work. END OF SECTION 09220 PORTLAND CEMENT 09220 -4 PLASTER 3841 SECTION 09260 GYPSUM BOARD ASSEMBLIES PART 1 - GENERAL 1.01 SUMMARY A. This Section includes the following: 1. Interior gypsum wallboard. 2. Non-load-bearing steel framing. B. Related Sections include the following: 1. Division 6 Section "Rough Carpentry" for wood framing and furring. 2. Division 7 Section "Building Insulation" for insulation and vapor retarders installed in gypsum board assemblies. 3. Volume 3 of 4 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specs. 1.02 DEFINITIONS A. Gypsum Board Terminology: Refer to ASTM C 11 for definitions of terms for gypsum board assemblies not defined in this Section or in other referenced standards. 1.03 SUBMITTALS A. Product Data: For each type of product indicated. 1.04 DELIVERY, STORAGE, AND HANDLING A. Deliver materials in original packages, containers, or bundles bearing brand name and identification of manufacturer or supplier. B. Store materials inside under cover and keep them dry and protected against damage from weather, direct sunlight, surface contamination, corrosion, construction traffic, and other causes. Stack gypsum panels flat to prevent sagging. 1.05 PROJECT CONDITIONS A. Environmental Limitations: Comply with ASTM C 840 requirements or gypsum board manufacturer's written recommendations, whichever are more stringent. GYPSUM BOARD 09260 - 1 ASSEMBLIES 3842 PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Steel Framing and Furring: a. Dale/Incor. b. Dietrich Metal Framing, Inc. C. National Gypsum Company. 2. Gypsum Board and Related Products: a. National Gypsum Company. b. United States Gypsum Co. 2.02 STEEL SUSPENDED CEILING AND SOFFIT FRAMING A. Furring Channels (Furring Members): Commercial-steel sheet with ASTM A 653/A 653M, G40 (Z120), hot-dip galvanized zinc coating. 1. Resilient Furring Channels: 1/2-inch- deep members designed to reduce sound transmission. a. Configuration: Asymmetrical or hat shaped, with face attached to single flange by a slotted leg (web)or attached to two flanges by slotted or expanded metal legs. 2.03 STEEL PARTITION AND SOFFIT FRAMING A. Components, General: As follows: 1. Comply with ASTM C 754 for conditions indicated. 2. Steel Sheet Components: Complying with ASTM C 645 requirements for metal and with ASTM A 653/A 653M, G40 (Z120), hot-dip galvanized zinc coating. B. Z-Shaped Furring: With slotted or non-slotted web, face flange of 1-1/4 inches, wall attachment flange of 7/8 inch, minimum bare metal thickness of 0.0179 inch, and depth required to fit insulation thickness indicated. C. Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding power, and other properties required to fasten steel members to substrates. 2.04 INTERIOR GYPSUM WALLBOARD A. Panel Size: Provide in maximum lengths and widths available that will minimize joints in each area and correspond with support system indicated. B. Gypsum Wallboard: ASTM C 36. 1. Regular Type: a. Thickness: 1/2 inch, unless otherwise indicated. b. Long Edges: Tapered. C. Location: As indicated. GYPSUM BOARD 09260 -2 ASSEMBLIES 3843 2.05 TRIM ACCESSORIES A. Interior Trim: ASTM C 1047. 1. Material: Galvanized or paper-faced galvanized steel sheet. a. Cornerbead: Use at outside corners. b. LC-Bead: J-shaped; exposed long flange receives joint compound; use at exposed panel edges. 2.06 JOINT TREATMENT MATERIALS A. General: Comply with ASTM C 475. B. Joint Tape: 1. Interior Gypsum Wallboard: Paper. C. Joint Compound for Interior Gypsum Wallboard: For each coat use formulation that is compatible with other compounds applied on previous or for successive coats. 1. Prefilling: At open joints and damaged surface areas, use setting-type taping compound. 2. Embedding and First Coat: For embedding tape and first coat on joints, fasteners, and trim flanges, use drying-type, all-purpose compound. a. Use setting-type compound for installing paper-faced metal trim accessories. 3. Fill Coat: For second coat, use drying-type, all-purpose compound. 4. Finish Coat: For third coat, use drying-type, all-purpose compound. 2.07 AUXILIARY MATERIALS A. General: Provide auxiliary materials that comply with referenced installation standards and manufacturer's written recommendations. B. Steel Drill Screws: ASTM C 1002, unless otherwise indicated. C. Thermal Insulation: As specified in Division 7 Section "Building Insulation." 2.08 TEXTURE FINISHES A. Available Products: Subject to compliance with requirements and match existing conditions. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine areas and substrates, with Installer present for compliance with requirements and other conditions affecting performance. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 INSTALLING STEEL FRAMING, GENERAL A. Installation Standards: ASTM C 754, and ASTM C 840 requirements that apply to framing installation. GYPSUM BOARD 09260 - 3 ASSEMBLIES 3844 B. Install supplementary framing, blocking, and bracing at terminations in gypsum board assemblies to support fixtures, equipment services, heavy trim, grab bars, toilet accessories, furnishings, or similar construction. Comply with details indicated and with gypsum board manufacturer's written recommendations or, if none available, with United States Gypsum's "Gypsum Construction Handbook." C. Do not bridge building control and expansion joints with steel framing or furring members. Frame both sides of joints independently. 3.03 INSTALLING STEEL PARTITION AND SOFFIT FRAMING A. Installation Tolerance: Install each steel framing and furring member so fastening surfaces vary not more than 1/8 inch from the plane formed by the faces of adjacent framing. B. Z-Furring Members: 1. Erect insulation vertically and hold in place with Z-furring members spaced 24 inches o.c. 2. Except at exterior corners, securely attach narrow flanges of furring members to wall with concrete stub nails, screws designed for masonry attachment, or powder-driven fasteners spaced 24 inches o.c. 3. At exterior corners, attach wide flange of furring members to wall with short flange extending beyond corner; on adjacent wall surface, screw-attach short flange of furring channel to web of attached channel. At interior corners, space second member no more than 12 inches from corner and cut insulation to fit. 4. Until gypsum board is installed, hold insulation in place with 10-inch staples fabricated from 0.0625-inch-diameter tie wire and inserted through slot in web of member. 3.04 APPLYING AND FINISHING PANELS, GENERAL A. Gypsum Board Application and Finishing Standards: ASTM C 840 and GA-216. B. Install ceiling board panels across framing to minimize the number of abutting end joints and to avoid abutting end joints in the central area of each ceiling. Stagger abutting end joints of adjacent panels not less than one framing member. C. Install gypsum panels with face side out. Butt panels together for a light contact at edges and ends with not more than 1/16 inch of open space between panels. Do not force into place. D. Locate edge and end joints over supports, except in ceiling applications where intermediate supports or gypsum board back-blocking is provided behind end joints. Do not place tapered edges against cut edges or ends. Stagger vertical joints on opposite sides of partitions. Do not make joints other than control joints at corners of framed openings. E. Attach gypsum panels to steel studs so leading edge or end of each panel is attached to open (unsupported)edges of stud flanges first. F. Attach gypsum panels to framing provided at openings and cutouts. G. Do not attach gypsum panels across the flat grain of wide-dimension lumber, including floor joists and headers. Float gypsum panels over these members using resilient channels, or provide control joints to counteract wood shrinkage. H. Form control and expansion joints with space between edges of adjoining gypsum panels. GYPSUM BOARD 09260 -4 ASSEMBLIES 3845 I. Floating Construction: Where feasible, including where recommended in writing by manufacturer, install gypsum panels over wood framing, with floating internal corner construction. J. Space fasteners in gypsum panels according to referenced gypsum board application and finishing standard and manufacturer's written recommendations. 1. Space screws a maximum of 12 inches o.c. for vertical applications. 3.05 PANEL APPLICATION METHODS A. Single-Layer Application: 1. On ceilings, apply gypsum panels before wall/partition board application to the greatest extent possible and at right angles to framing, unless otherwise indicated. 2. On partitions/walls, apply gypsum panels vertically (parallel to framing), unless otherwise indicated or required by fire-resistance-rated assembly, and minimize end joints. a. Stagger abutting end joints not less than one framing member in alternate courses of board. b. At stairwells and other high walls, install panels horizontally, unless otherwise indicated or required by fire-resistance-rated assembly. 3. On Z-furring members, apply gypsum panels vertically (parallel to framing) with no end joints. Locate edge joints over furring members. B. Single-Layer Fastening Methods: Apply gypsum panels to supports with steel drill screws. 3.06 INSTALLING TRIM ACCESSORIES A. General: For trim with back flanges intended for fasteners, attach to framing with same fasteners used for panels. Otherwise, attach trim according to manufacturer's written instructions. 3.07 FINISHING GYPSUM BOARD ASSEMBLIES A. General: Treat gypsum board joints, interior angles, edge trim, control joints, penetrations, fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for decoration. Promptly remove residual joint compound from adjacent surfaces. B. Prefill open joints and damaged surface areas. C. Apply joint tape over gypsum board joints, except those with trim having flanges not intended for tape. D. Gypsum Board Finish Levels: Finish panels to levels indicated below, according to ASTM C 840, for locations indicated: 1. Level 4: Embed tape and apply separate first, fill, and finish coats of joint compound to tape, fasteners, and trim flanges. 3.08 APPLYING TEXTURE FINISHES A. Surface Preparation and Primer: Prepare and apply primer to gypsum panels and other surfaces receiving texture finishes. Apply primer to surfaces that are clean, dry, and smooth. GYPSUM BOARD 09260 - 5 ASSEMBLIES 3846 B. Texture Finish Application: Mix and apply finish using powered spray equipment, to produce a uniform texture free of starved spots or other evidence of thin application or of application patterns. C. Prevent texture finishes from coming into contact with surfaces not indicated to receive texture finish by covering them with masking agents, polyethylene film, or other means. If, despite these precautions, texture finishes contact these surfaces, immediately remove droppings and overspray to prevent damage according to texture finish manufacturer's written recommendations. END OF SECTION 09260 GYPSUM BOARD 09260 - 6 ASSEMBLIES 3847 SECTION 09911 PAINTING PART 1 - GENERAL 1.01 SUMMARY A. This Section includes surface preparation and field painting of exposed exterior and interior items and surfaces. 1. Surface preparation, priming, and finish coats specified in this Section are in addition to shop priming and surface treatment specified in other Sections. B. Paint exposed surfaces, except where these Specifications indicate that the surface or material is not to be painted or is to remain natural. If an item or a surface is not specifically mentioned, paint the item or surface the same as similar adjacent materials or surfaces. If a color of finish is not indicated, Program Manager will select from standard colors and finishes available. 1. All installed, exposed to view work in the scope of this contract is to be finished. Items not prefinished by manufacturer are to be finished by paint or stain based on material schedules listed in this Section and in Division 9 Section "Exterior Wood Stains". 2. Any installed items not exposed to view are to be back-primed or otherwise finished or primed as required by these Specifications to provide a sound installation of products. C. Do not paint finished metal surfaces and labels. 1. Finished metal surfaces include the following: a. Anodized aluminum. b. Galvanized steel. 2. Labels: Do not paint over UL, FMG, or other code-required labels or equipment name, identification, performance rating, or nomenclature plates. D. Related Sections include the following: 1. Division 9 Section "Gypsum Board Assemblies". 2. Volume 3 of 4 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications. 1.02 DEFINITIONS A. General: Standard coating terms defined in ASTM D 16 apply to this Section. 1. Flat refers to a lusterless or matte finish with a gloss range below 15 when measured at an 85-degree meter. 2. Eggshell refers to low-sheen finish with a gloss range between 20 and 35 when measured at a 60-degree meter. 3. Semigloss refers to medium-sheen finish with a gloss range between 35 and 70 when measured at a 60-degree meter. 1.03 SUBMITTALS A. Product Data: For each paint system indicated. Include block fillers and primers. PAINTING 09911 - 1 3848 1. Material List: An inclusive list of required coating materials. Indicate each material and cross-reference specific coating, finish system, and application. Identify each material by manufacturer's catalog number and general classification. 2. Manufacturer's Information: Manufacturer's technical information, including label analysis and instructions for handling, storing, and applying each coating material. 1.04 QUALITY ASSURANCE A. Applicator Qualifications: A firm or individual experienced in applying paints and coatings similar in material, design, and extent to those indicated for this Project, whose work has resulted in applications with a record of successful in-service performance. B. Source Limitations: Obtain primers for each coating system from the same manufacturer as the finish coats. 1.05 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to Project site in manufacturer's original, unopened packages and containers bearing manufacturer's name and label and the following information: 1. Product name or title of material. 2. Product description (generic classification or binder type). 3. Manufacturer's stock number and date of manufacture. 4. Contents by volume, for pigment and vehicle constituents. 5. Thinning instructions. 6. Application instructions. 7. Color name and number. 8. VOC content. B. Store materials not in use in tightly covered containers in a well-ventilated area at a minimum ambient temperature of 45 deg F. Maintain storage containers in a clean condition, free of foreign materials and residue. 1. Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily. 1.06 PROJECT CONDITIONS A. Apply waterborne paints only when temperatures of surfaces to be painted and surrounding air are between 50 and 90 deg F. B. Apply solvent-thinned paints only when temperatures of surfaces to be painted and surrounding air are between 45 and 95 deg F. C. Do not apply paint in rain, fog, or mist; or when relative humidity exceeds 85 percent; or at temperatures less than 5 deg F above the dew point; or to damp or wet surfaces. 1. Painting may continue during inclement weather if surfaces and areas to be painted are enclosed and heated within temperature limits specified by manufacturer during application and drying periods. PAINTING 09911 -2 3849 PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products listed in other Part 2 articles. B. Manufacturers' Names: Shortened versions (shown in parentheses) of the following manufacturers' names are used in other Part 2 articles: 1. Benjamin Moore &Co. (Benjamin Moore). 2. PPG Industries, Inc. (Pittsburgh Paints). 3. Sherwin-Williams Co. (Sherwin-Williams). 2.02 PAINT MATERIALS, GENERAL A. Material Compatibility: Provide block fillers, primers, and finish-coat materials that are compatible with one another and with the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience. B. Material Quality: Provide manufacturer's best-quality paint material of the various coating types specified that are factory formulated and recommended by manufacturer for application indicated. Paint-material containers not displaying manufacturer's product identification will not be acceptable. 1. Proprietary Names: Use of manufacturer's proprietary product names to designate colors or materials is not intended to imply that products named are required to be used to the exclusion of equivalent products of other manufacturers. Furnish manufacturer's material data and certificates of performance for proposed substitutions. C. Colors: As selected by Program Manager from manufacturer's full range. 2.03 EXTERIOR PRIMERS A. Exterior Concrete and Masonry Primer: Factory-formulated alkali-resistant acrylic-latex primer for exterior application. 1. Benjamin Moore; Moore's Latex Exterior Primer No. 102: Applied at a dry film thickness of not less than 1.4 mils. 2. Pittsburgh Paints; 6-603 SpeedHide Interior/Exterior Acrylic Latex Alkali Resistant Primer: Applied at a dry film thickness of not less than 1.5 mils. 3. Sherwin-Williams; Loxon Exterior Masonry Acrylic Primer A24W300: Applied at a dry film thickness of not less than 3.0 mils. B. Exterior Wood Primer for Acrylic Enamels: Factory-formulated alkyd or latex wood primer for exterior application. 1. Benjamin Moore; Moorwhite Primer No. 100: Applied at a dry film thickness of not less than 2.1 mils. 2. Pittsburgh Paints; 72-1 Sun-Proof Exterior House & Trim Wood Primer Flat-Latex: Applied at a dry film thickness of not less than 1.6 mils. 3. Sherwin-Williams; A-100 Exterior Latex Wood Primer B42W41: Applied at a dry film thickness of not less than 1.4 mils. C. Exterior Ferrous-Metal Primer: Factory-formulated rust-inhibitive metal primer for exterior application. PAINTING 09911 - 3 3850 1. Benjamin Moore; IronClad Alkyd Low Lustre Metal & Wood Enamel No. 163: Applied at a dry film thickness of not less than 1.3 mils. 2. Pittsburgh Paints; 7-858 Pittsburgh Paints Industrial Rust Inhibitive Steel Primer: Applied at a dry film thickness of not less than 1.5 mils. 3. Sherwin-Williams; Kem Kromik Universal Metal Primer B50NZ6/B50WZ1: Applied at a dry film thickness of not less than 3.0 mils. 2.04 INTERIOR PRIMERS A. Interior Gypsum Board Primer: Factory-formulated latex-based primer for interior application. 1. Benjamin Moore; Regal FirstCoat Interior Latex Primer& Underbody No. 216: Applied at a dry film thickness of not less than 1.0 mil. 2. Pittsburgh Paints; 6-2 SpeedHide Interior Quick-Drying Latex Sealer: Applied at a dry film thickness of not less than 1.0 mil. 3. Sherwin-Williams; PrepRite 200 Latex Wall Primer B28W200 Series: Applied at a dry film thickness of not less than 1.6 mils. 4. Sherwin-Williams; PrepRite Masonry Primer B28W300 Series: Applied at a dry film thickness of not less than 3.0 mils. B. Interior Wood Primer for Acrylic-Enamel and Semigloss Alkyd-Enamel Finishes: Factory- formulated alkyd-or acrylic-latex-based interior wood primer. 1. Benjamin Moore; Moore's Alkyd Enamel Underbody No. 217: Applied at a dry film thickness of not less than 1.4 mils. 2. Pittsburgh Paints; 6-855 SpeedHide Latex Enamel Undercoater: Applied at a dry film thickness of not less than 1.0 mil. 3. Sherwin-Williams; PrepRite Classic Interior Primer B28W101 Series: Applied at a dry film thickness of not less than 1.6 mils. 2.05 EXTERIOR FINISH COATS A. Exterior Flat Acrylic Paint: Factory-formulated flat acrylic-emulsion latex paint for exterior application. 1. Benjamin Moore; MoorLife Latex House Paint No. 105: Applied at a dry film thickness of not less than 1.5 mils. 2. Pittsburgh Paints; 10 Line Pitt-Cryl Exterior Water Base Paint: Applied at a dry film thickness of not less than 1.5 mils. 3. Pittsburgh Paints; 72 Line Sun-Proof Exterior Flat Latex House Paint: Applied at a dry film thickness of not less than 1.5 mils. 4. Sherwin-Williams; SuperPaint Exterior Latex Flat House and Trim Paint, A80 Series: Applied at a dry film thickness of not less than 1.4 mils. B. Exterior Semigloss Acrylic Enamel: Factory-formulated semigloss waterborne acrylic-latex enamel for exterior application. 1. Benjamin Moore; MoorGlo Latex House & Trim Paint No. 096: Applied at a dry film thickness of not less than 1.2 mils. 2. Pittsburgh Paints; 78 Line Sun-Proof Semi-Gloss Acrylic Latex House and Trim Paint: Applied at a dry film thickness of not less than 1.2 mils. 3. Sherwin-Williams; SuperPaint Exterior Gloss Latex A-84 Series: Applied at a dry film thickness of not less than 1.4 mils. PAINTING 09911 -4 3851 2.06 INTERIOR FINISH COATS A. Interior Low-Luster Acrylic Enamel: Factory-formulated eggshell acrylic-latex interior enamel. 1. Benjamin Moore; Moore's Regal AquaVelvet No. 319: Applied at a dry film thickness of not less than 1.4 mils. 2. Pittsburgh Paints; 89-Line Manor Hall Interior Eggshell Wall and Trim: Applied at a dry film thickness of not less than 1.4 mils. 3. Sherwin-Williams; SuperPaint Interior Latex Satin Wall Paint A87 Series: Applied at a dry film thickness of not less than 1.6 mils. 2.07 INTERIOR WOOD STAINS AND VARNISHES A. Open-Grain Wood Filler: Factory-formulated paste wood filler applied at spreading rate recommended by manufacturer. 1. Benjamin Moore; Benwood Paste Wood Filler No. 238. 2. Pittsburgh Paints; none required. 3. Sherwin-Williams; Sher-Wood Fast-Dry Filler. B. Interior Wood Stain: Factory-formulated alkyd-based penetrating wood stain for interior application applied at spreading rate recommended by manufacturer. 1. Benjamin Moore; Benwood Penetrating Stain No. 234. 2. Pittsburgh Paints; 77-560 Rez Interior Semi-Transparent Oil Stain. 3. Sherwin-Williams; Wood Classics Interior Oil Stain A-49 Series. C. Clear Sanding Sealer: Factory-formulated fast-drying alkyd-based clear wood sealer applied at spreading rate recommended by manufacturer. 1. Benjamin Moore; Moore's Interior Wood Finishes Quick-Dry Sanding Sealer No. 413. 2. Pittsburgh Paints; 6-10 SpeedHide Quick-Drying Interior Sanding Wood Sealer and Finish. 3. Sherwin-Williams; Wood Classics Fast Dry Sanding Sealer B26V43. D. Interior Waterborne Clear Satin Varnish: Factory-formulated clear satin acrylic-based polyurethane varnish applied at spreading rate recommended by manufacturer. 1. Benjamin Moore; Stays Clear Acrylic Polyurethane No. 423, Satin. 2. Pittsburgh Paints; 77-49 Rez Satin Acrylic Clear Polyurethane. 3. Sherwin-Williams; Wood Classics Waterborne Polyurethane Satin, A68 Series. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine substrates, areas, and conditions, with Applicator present, for compliance with requirements for paint application. Comply with procedures specified in PDCA P4. 1. Proceed with paint application only after unsatisfactory conditions have been corrected and surfaces receiving paint are thoroughly dry. 2. Start of painting will be construed as Applicator's acceptance of surfaces and conditions within a particular area. B. Coordination of Work: Review other Sections in which primers are provided to ensure compatibility of the total system for various substrates. On request, furnish information on characteristics of finish materials to ensure use of compatible primers. PAINTING 09911 - 5 3852 1. Notify Program Manager about anticipated problems when using the materials specified over substrates primed by others. 3.02 PREPARATION A. General: Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and similar items already installed that are not to be painted. If removal is impractical or impossible because of size or weight of the item, provide surface-applied protection before surface preparation and painting. 1. After completing painting operations in each space or area, reinstall items removed using workers skilled in the trades involved. B. Cleaning: Before applying paint or other surface treatments, clean substrates of substances that could impair bond of the various coatings. Remove oil and grease before cleaning. 1. Schedule cleaning and painting so dust and other contaminants from the cleaning process will not fall on wet, newly painted surfaces. C. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's written instructions for each particular substrate condition and as specified. 1. Provide barrier coats over incompatible primers or remove and reprime. 2. Cementitious Materials: Prepare concrete, concrete unit masonry, cement plaster, and mineral-fiber-reinforced cement panel surfaces to be painted. Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents. Roughen as required to remove glaze. If hardeners or sealers have been used to improve curing, use mechanical methods of surface preparation. a. Use abrasive blast-cleaning methods if recommended by paint manufacturer. b. Determine alkalinity and moisture content of surfaces by performing appropriate tests. If surfaces are sufficiently alkaline to cause the finish paint to blister and burn, correct this condition before application. Do not paint surfaces if moisture content exceeds that permitted in manufacturer's written instructions. C. Clean concrete floors to be painted with a 5 percent solution of muriatic acid or other etching cleaner. Flush the floor with clean water to remove acid, neutralize with ammonia, rinse, allow to dry, and vacuum before painting. 3. Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral spirits, and sandpaper, as required. Sand surfaces exposed to view smooth and dust off. a. Scrape and clean small, dry, seasoned knots, and apply a thin coat of white shellac or other recommended knot sealer before applying primer. After priming, fill holes and imperfections in finish surfaces with putty or plastic wood filler. Sand smooth when dried. b. Prime, stain, or seal wood to be painted immediately on delivery. Prime edges, ends, faces, undersides, and back sides of wood, including cabinets, counters, cases, and paneling. C. If transparent finish is required, backprime with spar varnish. d. Backprime paneling on interior partitions where masonry, plaster, or other wet wall construction occurs on back side. e. Seal tops, bottoms, and cutouts of unprimed wood doors with a heavy coat of varnish or sealer immediately on delivery. D. Material Preparation: Mix and prepare paint materials according to manufacturer's written instructions. 1. Maintain containers used in mixing and applying paint in a clean condition, free of foreign materials and residue. 2. Stir material before application to produce a mixture of uniform density. Stir as required during application. Do not stir surface film into material. If necessary, remove surface film and strain material before using. PAINTING 09911 - 6 3853 3. Use only thinners approved by paint manufacturer and only within recommended limits. E. Tinting: Tint each undercoat a lighter shade to simplify identification of each coat when multiple coats of same material are applied. Tint undercoats to match the color of the finish coat, but provide sufficient differences in shade of undercoats to distinguish each separate coat. 3.03 APPLICATION A. General: Apply paint according to manufacturer's written instructions. Use applicators and techniques best suited for substrate and type of material being applied. 1. Paint colors, surface treatments, and finishes are indicated in the paint schedules. 2. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to formation of a durable paint film. 3. Provide finish coats that are compatible with primers used. 4. The term "exposed surfaces" includes areas visible when permanent or built-in fixtures, grilles, convector covers, covers for finned-tube radiation, and similar components are in place. Extend coatings in these areas, as required, to maintain system integrity and provide desired protection. 5. Paint surfaces behind movable equipment and furniture the same as similar exposed surfaces. Before final installation of equipment, paint surfaces behind permanently fixed equipment or furniture with prime coat only. 6. Paint interior surfaces of ducts with a flat, non-specular black paint where visible through registers or grilles. 7. Paint back sides of access panels and removable or hinged covers to match exposed surfaces. 8. Finish exterior doors on tops, bottoms, and side edges the same as exterior faces. 9. Finish interior of wall and base cabinets and similar field-finished casework to match exterior. 10. Sand lightly between each succeeding enamel or varnish coat. B. Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. 1. The number of coats and film thickness required are the same regardless of application method. Do not apply succeeding coats until previous coat has cured as recommended by manufacturer. If sanding is required to produce a smooth, even surface according to manufacturer's written instructions, sand between applications. 2. Omit primer over metal surfaces that have been shop primed and touchup painted. 3. If undercoats, stains, or other conditions show through final coat of paint, apply additional coats until paint film is of uniform finish, color, and appearance. Give special attention to ensure that edges, corners, crevices, welds, and exposed fasteners receive a dry film thickness equivalent to that of flat surfaces. 4. Allow sufficient time between successive coats to permit proper drying. Do not recoat surfaces until paint has dried to where it feels firm, and does not deform or feel sticky under moderate thumb pressure, and until application of another coat of paint does not cause undercoat to lift or lose adhesion. C. Application Procedures: Apply paints and coatings according to manufacturer's written instructions. Do not use spray equipment unless approved by the Program Manager. 1. Do not apply succeeding coats until previous coat has cured as recommended by manufacturer. 2. Sand lightly between each coat of enamel or varnish to remove defects visible from 5 feet away. 3. Apply paints to drywall and plaster surfaces by roller. 4. Apply paints to wood trim and finish carpentry by brush. PAINTING 09911 - 7 3854 5. Apply paints and stains to siding and shingles by brush. 6. Apply paints to doors and frames by brush. D. Minimum Coating Thickness: Apply paint materials no thinner than manufacturer's recommended spreading rate to achieve dry film thickness indicated. Provide total dry film thickness of the entire system as recommended by manufacturer. E. Prime Coats: Before applying finish coats, apply a prime coat, as recommended by manufacturer, to material that is required to be painted or finished and that has not been prime coated by others. Recoat primed and sealed surfaces where evidence of suction spots or unsealed areas in first coat appears, to ensure a finish coat with no burn-through or other defects due to insufficient sealing. F. Pigmented (Opaque) Finishes: Completely cover surfaces as necessary to provide a smooth, opaque surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections will not be acceptable. G. Stipple Enamel Finish: Roll and redistribute paint to an even and fine texture. Leave no evidence of rolling, such as laps, irregularity in texture, skid marks, or other surface imperfections. H. Completed Work: Match approved samples for color, texture, and coverage. Remove, refinish, or repaint work not complying with requirements. I. Wood Doors: 1. Seal tops, bottoms of wood doors with a coat of primer or sealer immediately after receipt from manufacturer. 2. Before finishing, thoroughly sand surfaces with hand block and 5/0, 180 grit sand paper to remove handling marks and raised grain to prevent blotchy appearance. Sand and finish door in a horizontal position. 3. Immediately after fitting and sanding and before hanging, seal the entire door, including the top and bottom edges, with two coats of paint. 3.04 CLEANING A. Cleanup: At the end of each workday, remove empty cans, rags, rubbish, and other discarded paint materials from Project site. 1. After completing painting, clean glass and paint-spattered surfaces. Remove spattered paint by washing and scraping without scratching or damaging adjacent finished surfaces. 3.05 PROTECTION A. Protect work of other trades, whether being painted or not, against damage from painting. Correct damage by cleaning, repairing or replacing, and repainting, as approved by Program Manager. B. Provide "Wet Paint" signs to protect newly painted finishes. After completing painting operations, remove temporary protective wrappings provided by others to protect their work. 1. After work of other trades is complete, touch up and restore damaged or defaced painted surfaces. Comply with procedures specified in PDCA P1. PAINTING 09911 - 8 3855 3.06 EXTERIOR PAINT SCHEDULE A. Concrete, Stucco, and Masonry (Other Than Concrete Unit Masonry): Provide the following finish systems over exterior concrete, stucco, and brick masonry substrates: 1. Flat Acrylic Finish: Two finish coats over a primer. a. Primer: Exterior concrete and masonry primer. b. Finish Coats: Exterior flat acrylic paint. B. Smooth Wood: Provide the following finish systems over smooth wood siding, wood trim, and other smooth exterior wood surfaces: 1. Semigloss Acrylic-Enamel Finish: Two finish coats over a primer. a. Primer: Exterior wood primer for acrylic enamels. b. Finish Coats: Exterior semigloss acrylic enamel. C. Wood Trim: Provide the following finish systems over exterior wood trim: 1. Semigloss Acrylic-Enamel Finish: Two finish coats over a primer. a. Primer: Exterior wood primer for acrylic enamels. b. Finish Coats: Exterior semigloss acrylic enamel. D. Plywood: Provide the following finish systems over exterior plywood: 1. Flat Acrylic Finish: Two finish coats over a primer. a. Primer: Exterior wood primer for acrylic enamels. b. Finish Coats: Exterior flat acrylic paint. E. Ferrous Metal: Provide the following finish systems over exterior ferrous metal. Primer is not required on shop-primed items. 1. Semigloss Acrylic-Enamel Finish: Two finish coats over a rust-inhibitive primer. a. Primer: Exterior ferrous-metal primer. b. Finish Coats: Exterior semigloss acrylic enamel. C. 3.07 INTERIOR PAINT SCHEDULE A. Gypsum Board: Provide the following finish systems over interior gypsum board surfaces: 1. Low-Luster Acrylic-Enamel Finish: Two finish coats over a primer. a. Primer: Interior gypsum board primer. b. Finish Coats: Interior low-luster acrylic enamel. B. Wood and Hardboard: Provide the following paint finish systems over new interior wood surfaces: 1. Low-Luster Acrylic-Enamel Finish: Two finish coats over a primer. a. Primer: Interior wood primer for acrylic-enamel and semigloss alkyd-enamel finishes. b. Finish Coats: Interior low-luster acrylic enamel. 3.08 INTERIOR STAIN AND NATURAL-FINISH WOODWORK SCHEDULE A. Stained Woodwork: Provide the following stained finishes over new interior woodwork: 1. Waterborne Stain Satin-Varnish Finish: Two finish coats of waterborne clear satin varnish over a sealer coat and waterborne interior wood stain. Wipe wood filler before applying stain. a. Filler Coat: Open-grain wood filler. b. Stain Coat: Interior wood stain. PAINTING 09911 - 9 3856 C. Sealer Coat: Clear sanding sealer. d. Finish Coats: Interior waterborne clear satin varnish. B. Natural-Finish Woodwork: Provide the following natural finishes over new interior woodwork: 1. Waterborne Satin-Varnish Finish: Two finish coats of waterborne clear satin varnish over a sanding sealer. Wipe wood filler before applying stain. a. Filler Coat: Open-grain wood filler. b. Sealer Coat: Clear sanding sealer. C. Finish Coats: Interior waterborne clear satin varnish. END OF SECTION 09911 PAINTING 09911 - 10 3857 SECTION 15010 MECHANICAL GENERAL REQUIREMENTS PART 1 -GENERAL 1.01 SCOPE OF WORK A. The Contractor's mechanical work for this project primarily consists of removing existing PTAC system components and replacing them with new equipment and installing split HVAC systems in residences that do not now have one. 1.02 RELATED DOCUMENTS A. Mechanical requirements specified in this Section apply to all Division 15 Section documents included in this Contract. B. The General provisions of the Contract, including General and Supplementary Conditions apply to all Sections of Division 15. C. Related Sections for this project: 1. 15100, HVAC Systems. 2. 16050, Basic Electrical Materials and Methods. 1.03 CONTRACTOR AND SUBCONTRACTOR QUALIFICATIONS A. All Contractors and Subcontractors working on this project shall be licensed by the State of Florida and Monroe County, as applicable. 1.04 CONTRACTOR AND SUBCONTRACTOR RESPONSIBILITIES A. Furnish all materials, equipment and labor and perform all the operations in connection with the construction and installation of the Division 15 Mechanical Systems described in the Drawings and the Division 15 Specifications herein and according to the terms and conditions of the Contract Documents. B. Obtain all permits and licenses, and pay all fees as required for execution of the Contract. Arrange for necessary inspections required by the county and other authorities having jurisdiction, and present certificates of approval to the Program Manager. C. All required insurance shall be provided by the Contractor for protection against public liability and property damage for the duration of the project. D. The Contractor shall provide personnel or Subcontractor(s)with the experience, equipment and certified training that will ensure this work provides high quality HVAC systems in a timely and thoroughly professional manner. E. The Contractor shall be responsible for coordinating all personnel, trades and Subcontractors required for this project and the scheduling of their work to preclude work and space interference between them. MECHANICAL 15010- 1 GENERAL 3858 F. If interference occurs because equipment installation was not coordinated between Subcontractors, the responsible Subcontractor shall make the necessary changes without extra charges. Provide all temporary utilities as required during the project except those that obviously exceed general practice. G. The Contractor shall be responsible for the completed system being in accordance with the Contract Drawings, General Notes and the Specifications in Section 15100 and the Electrical requirements of 16050. H. The Mechanical Drawings are diagrammatic in nature except where specific dimensions, or specific details, are shown. I. The Contractor and Subcontractors shall visit the residences for exact locations of equipment, building dimensions, architectural details and conditions affecting the mechanical work. J. If equal products from qualified manufacturers are offered as a substitution and accepted, the Contractor is responsible for coordinating all the changes that affect the installation and the Subcontractors. K. The Contractor must obtain approval from the Program Manager before executing any deviations from the Drawings and these Specifications. L. The Contractor shall be responsible for repairing or replacing any damage done to the new equipment or the Homeowner's residence and its surroundings to the satisfaction of the Program Manager. 1.05 REFERENCES, CODES, AND STANDARDS A. For this project all work shall comply with the latest versions of the 2023 Florida Building Code, 81h Edition - Building, Florida Building Code, 8th Edition — Energy Conservation and 2023 Florida Building Code, 8th Edition - Mechanical and with the applicable standards of the following agencies and organizations as specifically referenced in the above codes, hereinafter and in Sections 15100, 15200, and 15300. 1. NFPA-70, National Electrical Code (NEC). 2. NFPA-90A, Installation of Air Conditioning and Ventilation Systems. 3. NFPA-101, Life Safety Code. 4. Air Distribution Council (ADC). 5. Air Filter Institute (AFI). 6. Occupational Safety and Health Act (OSHA). 7. Plastic Piping Institute (PPI). 8. Sheet Metal and Air Conditioning Contractors of America (SMACNA). 9. Underwriters' Laboratories, Inc. (UL). 10. American Standards Institute (ANSI) 11. American Refrigeration Institute (ARI) 1.06 WARRANTY A. Product Warranty: The product manufacturer shall warrant the product against defects in material & workmanship for a period equal to the manufacturer's standard warranty term for the manufactured item but not less than a warranty period of one year from the date of substantial completion. The warranty shall be non-prorated and fully transferrable. The warranty shall state that the product manufacturer shall provide all materials required to repair or replace defective materials or workmanship. MECHANICAL 15010-2 GENERAL 3859 B. The warranty shall be against defective/failed materials, design, workmanship and system performance. Defective/failed means not up to manufacturer's or design performance. C. Upon receipt of notice from the Program Manager of a defect/failure of any part of the guaranteed equipment, system function or its performance during the guarantee period, the Contractor shall promptly replace the affected part or parts with new parts and make the necessary adjustments to reset the system performance to that of final acceptance. Promptly shall mean not less than two business days after the Contractor is notified. D. The expense for all parts and equipment, adjustments and labor, including those being provided under the manufacturer's warranty, shall be borne by the Contractor. PART 2- PRODUCTS 2.01 SPECIFICATIONS AND DRAWINGS A. The Contract Drawings indicate the extent and general arrangements of the mechanical systems. The Specifications and Drawings are considered as supplementary one to the other. Materials and labor indicated and called for or implied by one and not the other shall be supplied and installed as though specifically called for in both. B. Equipment, ductwork and piping arrangement shall fit into the space allocated and provide clearances for servicing and maintenance per the specified codes and standards. Capacities of all equipment shall be not less than those indicated on the Drawings. 2.02 STANDARD PRODUCTS A. The equipment to be furnished under these Specifications shall be new and essentially the standard product of the manufacturer. B. The factory supplied equipment shall use materials, be clad, painted or otherwise prepared to minimize corrosion in the South Florida coastal environment and shall bear permanently readable certificates or seals and maintenance/service or cautionary instruction labels. C. Where two or more units of the same class of equipment are required under the Specifications, these shall be the products of a single manufacturer. 2.03 SUBMITTALS A. Before ordering manufactured equipment or products the Contractor shall submit to the Program Manager six copies of the manufacturer's descriptive literature. 1. The literature shall include but not be limited to model number, descriptive drawings, efficiency ratings, performance data, mechanical specifications, dimensions, weight, controls, control functions, wiring diagrams and installation, startup and checkout instructions, as applicable. 2. Manufactured equipment is defined as but not limited to CU, AHU, Thermostat, Supply Registers, Return Grilles, Filters, Refrigerant Piping, Valves and Fittings, Flexible Ducts, Flexible Connections and Piping and Duct Insulation, Vapor Barrier and Jacketing. B. In addition to the above two copies each of the manufacturer's installation, operation and maintenance instructions for all the proposed equipment and materials. These shall be reviewed to determine if the proposed equipment and material meet the requirements set forth in these Specifications. MECHANICAL 15010- 3 GENERAL 3860 C. The Contractor shall also submit to the Program Manager shop drawings showing the proposed arrangement of equipment, piping, ducts, etc., if it varies from the Contract Drawings. D. Shop drawings shall also be submitted for the prescribed new CU stands which shall meet minimum FEMA flood zone elevation plus 12" ¤t wind loading. E. Approval of shop drawings is not a guarantee of a detailed check of accuracy or shall it relieve the Contractor's responsibility for performing the work per the Drawings and Specifications. 2.04 DUCTWORK A. Flexible ducts shall be factory insulated and be vinyl coated spring steel wire helix bonded to vinyl coated liner with fiberglass insulation and a vinyl impregnated closely woven vapor barrier. Assembly shall meet NFPA-90A, UL181 and be UL listed at a less than 25 flame spread and 50 smoke developed rating. B. Rigid fiber glass duct board shall be installed where shown on plans. The product shall Conform to the following standards: UL 181, class 1 rigid air duct, NFPA 90A, & NFPA 90B. The maximum flame spread index shall be 25 with a maximum smoke developed index Of 50. The product shall have a +/-2" static pressure rating, R-value of 6, maximum temperature of 250 Degrees Fahrenheit, &a velocity rating of 5000 2.05 INSULATION MATERIALS: All insulation materials including vapor barriers, jackets and adhesives for mechanical systems shall be UL rated in accordance with NFPA. 90A and have a Flame Spread Rating not exceeding 25 and a Smoke Developed Rating not exceeding 50 when tested in accordance with NFPA 255 "Method of Test of Surface Burning Characteristics Building Materials". Submittal data for materials shall specifically indicate those ratings. 2.06 DOMESTIC PRODUCTS: All piping and fittings shall be fabricated in the United States of America and submittals and product shall be labeled accordingly. Foreign produced pipe and fittings shall not be accepted. 2.07 HANGERS AND SUPPORTS: All equipment and piping supports shall be hot dipped galvanized except as otherwise noted in the Contract Documents. Vinyl coated hangers are required for copper pipe. Copper clad hangers cannot be used. PART 3- EXECUTION 3.01 GENERAL A. Work shall be start as soon as possible. The Contractor shall ensure that all work is performed in a workman like manner. B. Work lines and established grades shall be in strict accordance with the Drawings. The Contractor is responsible for furnishing to all trades, in ample time, information needed to construct all bases, soffits, chases and openings in ceilings, walls and finishes and to provide clearances for the work. He shall set all sleeves, anchor bolts or inserts required to fasten equipment before adjacent concrete is poured. C. The Contractor shall be responsible for the actions of his employees and for compliance with all laws and ordinances governing the work. He shall layout his work and establish MECHANICAL 15010-4 GENERAL 3861 elevations in strict accordance with the Drawings, be responsible for the accuracy of the laying out, and give his personal supervision to the work. He shall have at all times a competent Representative on the premises who shall be acceptable to the Program Manager. D. A continuous cleanup shall be maintained during the progress of the work and appointed storage areas shall be used for surplus materials and supplies. The premises shall be kept free from accumulations of waste materials and rubbish; and, at completion, the refuse shall be removed from the site. 3.02 INTERFERENCES A. The plans are generally diagrammatic and the Contractor shall harmonize the work of the different trades so that interference between piping, ductwork, equipment and structural work shall be avoided. The Contractor cannot order equipment or fabricate system components until he has coordinated all of his work with other trades. He shall bring to the attention of the Program Manager any apparent conflicts for resolution before commencing with installation. B. All required offsets, fittings, etc., shall be furnished and installed without additional expense to the Sponsor. In cases of interference, the Program Manager shall decide which equipment shall be relocated, regardless of which apparatus was first installed. C. Piping, ducts, etc., shall be kept as close as possible to ceilings, walls, columns, etc., so as to take the minimum amount of space. Ducts and soffits shall be kept as high as possible. 3.03 WORKMANSHIP A. All materials and equipment shall be installed in accordance with the manufacturer's instructions, the referenced standards, and with the contract documents. B. Workers skilled in the type of work involved shall do the installation. Workers shall have current certifications, when required, for a particular trade. The installation procedures and the completed installation shall be subject to the approval of the Program Manager. 3.04 DRAWINGS: The Contractor shall keep two sets of Drawings on the job for keeping a neat, red pencil marked record of day-to-day changes in location of piping, fixtures, and other items. Upon completion of the project sign both copies, certify them as being, actual as-built conditions. Provide one to the Program Manager and incorporate these changes on clean copies of the original Drawings. Provide this clean copy"as-built" drawing to the Program Manager. 3.05 CONTRACTORS' DIFFERENCES: If the Contractor proposes to deviate from Specifications or Drawings, he shall call attention to them in his proposal otherwise it shall be assumed that he accepts and agrees to follow the Contract Drawings and Specifications. The Program Manager shall approve in advance deviations from Construction Documents during construction. 3.06 VIBRATIONS AND NOISE CONTROL: Excessive vibrations or objectionable noise created in any part of the building by operation of any equipment installed under this Contract shall not be permitted. Contractor shall isolate various items of equipment from building structure and take all steps that may be necessary to eliminate excessive vibration and objectionable noise produced by any equipment installed under this Contract. 3.07 DEMOLITION A. Perform and coordinate all demolition of systems and equipment as specified in the Drawings. Non-destructively remove systems, materials and equipment that are either re- usable or salvageable. MECHANICAL 15010- 5 GENERAL 3862 B. Coordinate the on-site storage of abandoned equipment and materials until it is removed from the site. Remove and legally dispose of these items and manage the truck traffic required for this disposal. 3.08 DELIVERY, STORAGE AND HANDLING A. Deliver products to project properly identified with names, model numbers, types, grades, compliance labels and similar information needed for distinct identification and adequately packaged and protected to prevent damage during shipping, storage and handling. B. Store equipment and materials off-site. On-site storage authorized for materials incorporated in work on a daily basis. Protect stored equipment and materials from damage. C. Coordinate deliveries of mechanical materials and equipment to minimize construction site congestion. Limit each shipment of materials and equipment to the items and quantities needed for the smooth and efficient flow of installation. 3.09 EXECUTION A. DUCTS AND REFRIGERANT PIPING 1. Cap and protect all open ducts and refrigerant piping at the end of the day to prevent collecting dust and foreign material in them before they are ready for use. 2. Construct ductwork for Class 1" wg: however, seal all ducts to be air-tight. Tape all joints in new ducts. Tighten and tape loose connections in existing ducts. 3. Longitudinal seams of galvanized ducts with either dimension greater than 15 inches shall be Pittsburgh Lock Type Galvanized duct connections sealant shall be Hardcast Duct fire resistant sealant or equivalent. 4. Flexible duct connections shall be not less than 6 feet nor more than 10 feet in length and connected with Semco 5900 series clamps sealed with mastic Flexible duct connections and repair fire resistant tape and sealant shall be that recommended by the duct manufacturer. 5. All exposed duct and piping insulation joints shall be taped. Seal all seams and joints in vapor barrier of ductwork insulation with an approved closure system such as mastic or UL181 A or B listed tape. Extend closed cell insulation over all refrigerant piping with no gaps and seal all transverse and longitudinal insulation seams in a manner adequate to stop condensation in or above finished space. In addition provide straps around ducts every 4 feet on centers. 6. Connect ducts to AHU using fire resistant flexible duct connections. 7. Provide duct collars at all wall or ceiling penetrations. 3.10 PIPE SLEEVES A. Pipe sleeves shall be provided where pipes and tubing pass through masonry or concrete walls, ceilings, roofs and partitions. Those in outside walls and above grade shall be zinc- coated steel or PVC pipe. MECHANICAL 15010- 6 GENERAL 3863 B. Sleeves in partitions shall be zinc-coated sheet steel having a nominal weight of not less than 0.906 pound per square foot. Plastic sleeves, Schedule 40 PVC, may be used when approved by the Program Manager. C. Space between pipe, tubing, or insulation and the sleeve cannot be less than one-quarter inch. Space between the pipe or tubing and the sleeve shall be firmly packed with oakum and caulked on both ends of the sleeve with insulating cement. 3.11 PIPE SUPPORTS A. All refrigerant and condensate piping shall be anchored and supported in a manner that permits expansion in the desired direction and strain on equipment shall be prevented. The maximum pipe support spacing shall conform to Table 1 below. 1. Wall brackets can be used where pipes are adjacent to walls. 2. Insulated piping shall have a covering protection saddle at each support. Pipe supports spacing shall provide adequate support for the weight of the pipes, the medium in the pipe, insulation, valves, and fittings, and to prevent the formation of pockets. 3. Approved bolted steel clamps spaced at not more than 15 feet apart shall support all vertical piping. TABLE 1 PIPE HANGER SPACING MAXIMUM HANGER SPACING PIPE NOM. STEEL PIPE COPPER TYPE "L" HANGER DIAMETER ROD SIZE (INCHES) (FT) (FT) (INCHES) 1/2 7 5 1/4 3/4 7 5 3/8 1 7 6 3/8 1-1/2 9 6 3/8 3.12 CORROSION A. Provisions shall be made to prevent corrosion due to contact of metallic pipe and equipment with dissimilar materials. 1. When a pipe is joined to another pipe, valve, fitting, or piece of equipment constructed of dissimilar metal, an insulated joint shall be installed to prevent the formation of a galvanic couple. 2. Pipe hangers and supports of dissimilar metal shall be isolated from contact with the pipe. 3. Metal pipe and equipment shall be isolated from direct contact with concrete or other corrosive materials or soils. 3.13 TESTS: All materials, equipment and systems that are required to be tested by these Specifications or by any applicable regulation: MECHANICAL 15010- 7 GENERAL 3864 A. Tests shall be completed before the equipment is concealed from view. B. Contractor shall provide all labor, materials and equipment used for tests. C. Tests shall be done in the presence of the Program Manager and, as required, the authority having jurisdiction. D. All defects disclosed by the tests shall be rectified and the test repeated. The Program Manager and, as required, the authority having jurisdiction before execution shall approve the extent of the repairs. E. After successful leak tests and before final connections, forcefully blow out the ducts and refrigerant piping until there is no evidence of dust and or particles in the exit air stream. This shall be done in the presence of the Program Manager. F. When system is fully installed and refrigerant piping is charged perform start up tests per manufacturer's instructions. Next, perform "rough" settings of fan speeds and register settings. 3.14 PAINTING AND FINISHING A. Mechanical equipment shall have factory finish as specified and any damage to that finish shall be field primed and painted to match existing. B. All exposed metal surfaces that are not factory finished shall be painted. 1. All ferrous metal equipment and supports not factory finished shall be cleaned, primed with a suitable primer and given two finish coats exterior enamel. 2. Exposed galvanized metal, including ducts, shall be primed with galvanized metal primer, and painted with enamel paint to match surrounding area. 3. Other unpainted ferrous metal including all pipe sleeves or equipment supports shall be cleaned and primed with a suitable metal primer and then painted with two coats, one of flat and one of enamel. 4. All visible unpainted equipment and piping after insulation has been installed shall be primed and painted with one color flat coat and one color enamel paint, the color to be selected by the Program Manager. 3.15 EQUIPMENT IDENTIFICATION: All equipment shall be identified with names or usage, painted or tagged on the outside of equipment. All valves shall be tagged. Piping and ducting shall be identified and direction of flow noted. 3.16 CLEANING UP A. Contractor shall be responsible for assuring that the personnel or Subcontractor responsible for producing rubbish shall remove it as fast as it accumulates. B. Upon completion of work the Contractor shall responsible for overseeing that all personnel and Subcontractors remove from the site all tools, equipment, surplus materials and rubbish pertaining to their operations. 3.17 SPARE PARTS: Provide the Homeowner with one spare set of filters. MECHANICAL 15010- 8 GENERAL 3865 3.18 OPERATING INSTRUCTIONS A. The Contractor shall prepare for the Homeowner one copy of operation and maintenance manuals for all the system's equipment. B. Manuals shall include manufacturer's data books, parts list, wiring diagrams, maintenance procedures and schedules, and start up/shut down instructions. C. The Contractor shall also provide a minimum of one hour operating and maintenance instruction to the Homeowners where HVAC equipment did not replace similar equipment. A minimum of 1/2 hour of similar instruction shall be provided to the Homeowners where HVAC equipment replaced similar equipment. END OF SECTION 15010 MECHANICAL 15010- 9 GENERAL 3866 SECTION 15100 HVAC SYSTEMS PART 1 -GENERAL 1.01 OVERVIEW A. The HVAC system installation is part of a project that also modifies the envelope of the residences to effect sound insulation. B. New factory supplied HVAC units and new ductwork, air distribution devices, piping and electrical wiring will be installed. C. Package terminal air conditioning (PTAC) units will be removed and be replaced by ductless HVAC systems &ducted split systems. D. Duct leakage testing and visual inspection of duct insulation will be performed. 1.02 CONTRACTORS RESPONSIBILITY A. The Contractor shall furnish all materials, equipment and labor and perform all the operations and scheduling in connection with the construction and installation of the HVAC systems described in the Drawings and in this Specification and according to the terms and conditions of the Contract Documents. B. The Contractor shall be responsible for obtaining all the required permits, coordinating all the subcontractors and for providing the completed HVAC system and components in accordance with the Drawings and this Specification. C. The Contractor must obtain approval from the Program Manager before executing any deviations from the Drawings and this Specification. D. The Contractor shall be responsible for providing a total duct leakage test subject to confirmation by the Program Construction Manager. 1.03 REFERENCES, CODES, AND STANDARDS A. All work shall comply with the 2023 Florida Building Code, 81h Edition - Mechanical and the codes and standards of these agencies and organizations and as specifically referenced therein and hereinafter: 1. Air Distribution Council (ADC) Flexible Duct Performance and Installation Standards. 2. Air Movements and Control Association (AMCA). 3. American Society of Heating, Refrigeration &Air Conditioning (ASHRAE). ANSI/ASHRAE 15, Safety Code for Mechanical Refrigeration. 4. ANSI/ASHRAE 37, Testing Unitary Air Conditioning and Heating Equipment. 5. FEMA Flood Zone Standard EA8. 6. NFPA 90 A & B, Standard for the Installation of Air Conditioning and Ventilation Systems. 7. Section 15300, HVAC System Test and Balance (T&B). HVAC 15100-1 SYSTEMS 3867 8. Sheet Metal and Air Conditioning Contractors National Association Inc. (SMACNA). 9. UL 181; UL181 A Parts I, II and 11; UL 181B Parts I and 11. B. In addition to the above, these modified residences are subject to the requirements of the 2023 Florida Building Code, 81h Edition — Energy Conservation. The envelope modifications and the HVAC system are subject to the prescriptive requirements of form 402-2023 in this code. PART 2- PRODUCTS 2.01 AIR CONDITIONING EQUIPMENT: INCLUDING DUCTLESS UNITS A. Air conditioning units shall be of capacities not less than that indicated on the Drawings and in Tables A and B in PART 4. B. Equivalents may be submitted for approval per General Conditions and Division 1. Equivalents shall be evaluated on the noted capacities, supply air conditions, entering coil conditions, heating capacity, integrated controls, condensing air temperature and electric service. C. The housing shall have removable panels for easy access to internal components. All internal equipment shall be installed to provide accessibility for maintenance and replacement and with clearances specified by the applicable codes. All mechanical equipment shall be provided with guards or protectors per the applicable codes. D. Casings shall be constructed of not lighter than 18 gage steel treated inside with a rust inhibitor. All interior accessories shall have a corrosion protection finish applied after unit fabrication. E. Each major component shall have permanently readable labels showing manufacturer's name, trademark, model number and serial number, testing agency seal and mark. There shall be labels showing applicable electrical data, motor horsepower, maintenance/service aids and cautionary instructions. The labels shall be permanently attached to an accessible and viewable casing surface. 2.02 AIR HANDLING UNITS A. The air-handling units shall be factory fabricated, single zone, draw through type. It shall have physical dimensions suitable to fit the space allotted. It shall be complete with airtight casing, factory installed insulation, waterproof drain pan, cooling-expansion coils, fans, motors, access doors, vibration isolators, controls and any other appurtenances necessary for satisfactory operation. B. The drain pan shall not be lighter than 16 gage and the waterproofing material shall be non- combustible. The casing shall have a non-chipping finish coat. It shall have a permanent airflow direction label attached to an accessible and viewable casing surface. 2.03 CONDENSING UNITS A. The condensing unit shall be a factory fabricated, unitary, air-cooled, vertical discharge type. It shall be complete with direct drive propeller fans, hermetic compressor, motors, pressure relief valves, aluminum fin on copper condenser coils, refrigerant piping with flexible connectors, vibration isolators, filter-driers, overload protection and any other appurtenances necessary for satisfactory operation. HVAC 15100-2 SYSTEMS 3868 B. It shall have a factory refrigerant charge sufficient for the internal refrigerant piping plus 25 feet of external refrigerant piping. 2.04 FANS A. Fans shall be factory built listed units. Each unit's fan sound and air performance shall be certified by the AMCA and each fan shall carry a permanent label showing the certified ratings seal. B. The wheel/propeller shall be statically and dynamically factory balanced in the unit. The motor shall be permanently lubricated and it shall have a permanent label showing rotation direction. C. The Contractor shall provide safety guards where required. Belt-driven equipment, projecting shafts, fan blades and/or other rotating parts shall be enclosed or adequately guarded. 2.05 DUCTWORK A. Duct dimensions shown on the Drawings are for round duct, free and clear interior dimensions. Equivalent rectangular dimensions are acceptable. B. Horizontal ductwork that is not in the attic shall be run under the ceiling in a soffit. Vertical ductwork that is not in an air handler closet or in the attic shall be in a soffit. C. All ductwork in the soffits and the attic shall be insulated to R8 minimum and jacketed with a sealed vapor barrier. D. Run-outs to diffusers and registers shall be flexible duct with factory applied insulation and vapor barrier. 2.06 AIR DISTRIBUTION DEVICES A. Air distribution devices shall be standard finish, catalog products of the manufacturer. Their design shall be listed as meeting the applicable standards to deliver the air-flow and patterns indicated on the Drawings and described in this Specification. B. The devices noise parameters shall be listed as meeting the test standards of ANSI/ASHRAE 70 and ANSI S1.31. These devices shall be selected according to the following noise criteria: 1. For Bedrooms: Not greater than NC 25. 2. All Other: Not greater than NC 35. C. Ceiling supply diffusers shall be equipped with flow volume control dampers and adjustable, curved blades accessible from the face. D. Wall registers shall be equipped with volume control dampers and adjustable vertical and horizontal flow pattern blades accessible from the face. E. Return grilles shall be sized as shown on the Drawings and be equipped for a replaceable filter. 2.07 FILTERS A. The air handler filter media shall be a factory supplied, semi-permanent type. HVAC 15100-3 SYSTEMS 3869 B. Furnish and install as shown on plans a Return Air Filter Grille in closet door or in wall between air handling unit and hallway. Filter frames shall use standard 1" thick disposable filters (not included)with removable face for easy installation and removal for cleaning. Filter retainers shall be adjustable. Finish shall be white. 2.08 REFRIGERANT PIPE A. Where feasible, refrigerant lines shall be run up the outside of the building to the attic and down through the ceiling to the air handler. Where not feasible, they shall be run up the outside of the building to a high soffit under the ceiling until they can be turned up into the attic. B. Pipe shall be ASTM B88 Type "L" copper hard drawn with wrought copper or brass fittings. Joints shall be made with silver solder. Suction lines shall be insulated. C. If the air handler coil and condensing unit compressor suction connections do not have integral oil traps, the air handler suction riser to the attic shall have an oil trap at the bottom and at the top. The horizontal sections of the suction piping shall be pitched toward the condensing unit compressor. D. Exterior refrigerant piping shall be in a painted sheet metal conduit or soffit. 2.09 CONDENSATE PIPE A. The condensate pipe shall be run to the outdoors through the exterior wall closest to the air handler. Its material shall be PVC and it shall be sized per the condensate connection on the air handler. It shall have a pressure trap per the manufacturer's instructions. B. For 1" and less refrigerant & condensate pipes the insulation shall be '/2" thick foam plastic Armaflex or equal, K value-0.27. 2.10 CONTROLS: Temperature controls shall be electric type that provides the required sequence of operation and control. Relays, control valves, switches, wiring, or other items not specified herein or shown on the control diagram, but necessary to perform the functions specified, shall be provided. All wiring, raceways, etc. shall be installed in conformance with the requirements of Division 16. 2.11 INSULATION A. Suction refrigerant lines and ductwork not in the conditioned air space shall be insulated. The insulation shall be jacketed with a vapor barrier, conform to the applicable codes and be UL 181 rated in accordance with NFPA. 90A. B. For 1 inch and less refrigerant pipes the insulation shall be '/2 inch thick foamed plastic "Armstrong"Armaflex or equal, "K"value= 0.27 at 75 degree F mean temperature. C. For ductwork and plenums the insulation shall be 2 inch thick fibrous glass and have a density of 1-1/2 pound per cubic foot with a thermal resistance R= 8.0 at 75 degree F mean temperature. Facing shall be Foil-Scrim-Kraft. PART 3- EXECUTION 3.01 EXISTING EQUIPMENT& DUCTWORK HVAC 15100-4 SYSTEMS 3870 A. Where new equipment is scheduled on the Drawings, remove the existing air handler, condenser, ductwork, refrigerant piping and PTAC units and close the PTAC unit wall holes. Seal gaps in existing ductwork as access permits subject to visual inspection of the Program Construction Manager. B. Where new ductwork is scheduled on the Drawings; remove existing diffusers, registers, grilles and volume control dampers. Reuse existing openings where possible. Infill wall, ceiling openings where new air device locations or sizes do not coincide with existing openings. 3.02 NEW EQUIPMENT INSTALLATION A. Ducted and ductless HVAC units shall be installed per the manufacturer's instructions. B. All motors and equipment shall be set, leveled, plumbed and aligned by craftsmen skilled in their labor trade. All equipment shall be wedged or shimmed into place and tested before being permanently anchored. All equipment shall be anchored as recommended by the manufacturer. C. The Air Handling unit shall be installed to a height as required that is open to permit return air flow into it unless a return duct plenum is called for on the plans. It shall be positioned to provide the clearances to walls and other equipment as specified by the manufacturer. It shall be oriented to provide easy access for maintenance of its filter and to its electrical disconnect. Seal all openings between the mechanical closet and the attic or exterior where a platform is provided. D. The Condensing Unit shall be installed on a platform meeting the height above grade requirements and secured to resist the current wind loads. E. Provide return air balancing grilles called for on the plans or as required by Florida or local Code. F. Provide and install the specified return grille filter plus provide a spare. G. Provide to Homeowner the operating and maintenance manual and instruct the Homeowner in scheduling and executing the air handler filter cleaning and replacing the return grille filter. HVAC 15100-5 SYSTEMS 3871 3.03 AIR DISTRIBUTION A. Ductwork shall be constructed and erected in a first class workmanlike manner in conformance with the applicable SMACNA Standards. Ducts shall conform accurately to the dimensions indicated on the Drawings, and shall be straight and smooth on the inside with joints neatly finished and sealed. B. Ducts shall be securely anchored to the building in an approved manner, and shall be installed so as to be completely free from vibration under all conditions of operation. C. The Program Manager shall approve before fabrication any changes necessary to clear obstructions. 3.04 TESTS A. Duct Leakage Test on New Ductwork Installation: 1. The Contractor is required to provide a total system distribution system (including the air handler) leakage result that shows leakage less than required by the Florida Building Code, 81h Edition-Energy Conservation. All duct leakage testing shall be performed by an Independent Test and Balance contractor. In the event of leakage beyond this standard, the Contractor will be required to seal and repair all leaks and provide additional retesting to show compliance with this Section. All costs associated for the testing and including retesting shall be included in the base bid. 2. Only new ducts installed by the Program are subject to this test requirement. A. Refrigerant Pipe-Joint Test: 1. All refrigerant piping shall be pneumatically tested with dry nitrogen and proved tight by swabbing with a soap solution. The high side of each refrigeration system shall be tested at 300 psi minimum and the low side at 150 psi minimum. 2. Any joints or piping that show leakage shall be taken apart, thoroughly cleaned, remade as new piping or joints and retested with dry nitrogen pressure and soap solution swabbing. 3. If it passes the dry nitrogen test, fully recharge the system with refrigerant and perform a final test of the system with a halide torch or electronic leak detector. 3.05 INSULATION A. Insulation shall not be installed until after piping and ductwork have passed the Leak Tight Tests. Surfaces shall be cleaned and dry before applying insulation or coatings. Workers skilled in the trade shall apply insulation and coatings. B. Refrigerant pipe insulation shall be slipped on the pipe prior to connection and butt joints shall be sealed with approved adhesive. Where necessary, slit insulation and apply to pipe, seal seam with adhesive. Insulation exposed to weather shall be painted as recommended by insulation manufacturer. 3.06 CLEANING AND PREPARATION A. Ducts, plenums and casing shall be thoroughly cleaned of all debris and blown free of all small particles of rubbish and dust before installing outlet faces. Equipment shall be wiped clean, with all traces of oil, dust, dirt or paint spots removed. HVAC 15100-6 SYSTEMS 3872 B. Temporary filters shall be provided for all fans that are operated during construction and, after all construction dirt has been removed from the building, new filters shall be installed. C. Bearings shall be properly lubricated with oil or grease as recommended by the manufacturer. Belts shall be tightened to proper tension. D. All control valves and other miscellaneous equipment requiring adjustment shall be adjusted to the setting indicated or directed. Fans shall be adjusted to the speed indicated by the manufacturer to meet specified conditions. E. All exposed metal surfaces shall be painted. Air conditioning equipment shall have factory finish, and any damage to that finish shall be field painted to match the existing finish. All ferrous metal, equipment and supports not factory finished shall be cleaned, primed with a suitable primer and given two finish coats of exterior enamel. END OF SECTION 15100 HVAC 15100-7 SYSTEMS 3873 SECTION 16050 BASIC ELECTRICAL MATERIALS AND METHODS PART 1 -GENERAL 1.01 SUMMARY This Section includes: A. Secondary electrical service. B. Electrical power work. C. Neutral grounding system. D. Equipment grounding system. E. Excavation and backfill for electrical conduit installation. F. Electrical demolition. G. Tests of electrical systems. 1.02 RELATED SECTIONS A. Section 15010, Mechanical General Provisions. B. Section 15100, HVAC Systems. C. Volume 3 of 5-Asbestos & Lead Based Paint Test Reports &Asbestos Remediation Specifications. 1.03 QUALITY ASSURANCE A. Regulatory Requirements and Standards: Comply with 2023 Florida Building Code,8th Edition— Building (National Electrical Code, 2020 NEC) and applicable requirements of the following codes and standards as therein referenced: 1. Local, state, and federal codes and ordinances. 2. National Electrical Safety Code (ANSI C-2). 3. American National Standards Institute (ANSI). 4. National Electrical Manufacturer's Association (NEMA). 5. Life Safety Code (NFPA 101). 6. National Fire Protection Association Fire Codes (NFPA). 7. National Board of Fire Underwriters (NBFU). 8. Underwriters Laboratories, Inc. (UL). 9. Institute of Electrical and Electronics Engineers (IEEE). 10. American Society for Testing and Materials (ASTM). 11. Americans with Disabilities Act (ADA). B. Except as otherwise indicated, electrical material and components shall be listed or labeled by Underwriters Laboratories, Inc., or by a similar recognized testing organization. Listing or labeling shall include suitability for the use intended on this project. C. Single Source Responsibility: Same types of materials and components shall be the product of one manufacturer. ELECTRICAL 16050-1 3874 1.04 SUBSTITUTIONS A. Substitution of materials shall be requested in accordance with the General Conditions and Division 1. 1.05 SUBMITTALS A. Product Data: Manufacturers technical product literature,including specifications and installation instructions for each component and system as listed in Products, Part 2, of each Section. B. Coordination Drawings: Detailed layout drawings showing primary elements, components and systems of electrical equipment and materials in relationship with other building components. 1. Indicate clearances for servicing and maintaining equipment. 2. Indicate locations where space is limited and sequencing and coordination will affect efficient installation of the Work. C. Project Record Documents: Submit in accordance with General Conditions and Division 1 at time of Substantial Completion. Include marked up as-built drawings indicating proper circuit numbers, conduit homeruns, branch conduit runs, and other such pertinent data. D. Operational and Maintenance Manuals: Three copies shall be submitted at time of Final Completion in accordance with the General Conditions and Division 1. 1.06 SEQUENCING AND SCHEDULING A. Coordinate electrical equipment and materials installation with other building components. B. Arrange for chases, slots, and openings in other building components to allow for electrical installations. C. Coordinate the installation of required supporting devices, conduit, and sleeves to be set in poured in place concrete and other structural components, as they are constructed. D. Sequence, coordinate, and integrate installations of electrical materials and equipment for efficient flow of the Work. Give particular attention to large equipment requiring positioning prior to closing in the building. E. Coordinate the cutting and patching of building components to accommodate the installation of electrical equipment and materials. 1.07 DELIVERY, STORAGE, AND HANDLING A. Receive delivery of, store, and handle materials in such a manner to ensure that the materials remain in like new condition and in accordance with the General Conditions and Division 1. 1.08 FIELD INSPECTION A. Verify existing conditions before installation in accordance with the General Conditions and Division 1. ELECTRICAL 16050-2 3875 1.09 PERMITS AND FEES A. Secure and pay for all permits and inspections for required electrical work. Turn over all certificates of approval by governing agencies to the Program Manager before final payment for work is made. B. Provide the proper authorities notices as required bylaw. Comply with the regulations regarding temporary enclosures, obstructions, or excavations. Pay all legal fees involved. 1.10 GUARANTEE A. Guarantee all work and materials provided under this contract for one (1) year after final acceptance by the Program Manager. Repair or replace without additional cost to the Contract any defect. PART 2- PRODUCTS 2.01 LOAD CENTERS A. Characteristics: Types as indicated or scheduled, service entrance rated and bus ratings as indicated. Provide a typewritten circuit directory on the inside of the door. Provide panels either 22,000 A.I.C. series rated or fully rated. B. Provide surface mounted NEMA 3R or NEMA 1 as indicated. Provide flush or surface mounted as required for indoor panel locations. C. Molded Case Circuit Breakers: NEMA AB, plug-on thermal magnetic trip circuit breakers, with common trip handle for all poles. Provide ground fault interrupter circuit breakers in installations where existing panels are being replaced and existing panels have such breakers. Where circuit breakers are being added to existing panels which are not being replaced,such circuit breakers shall be of the same manufacturer as the manufacturer of the panel in which they are being installed in and shall be so listed for such installation by the manufacturer. D. Source Manufacturers: 1. Westinghouse/Cutler-Hammer. 2. General Electric. 3. Siemens. 4. Square D. 2.02 ENCLOSED CIRCUIT BREAKERS AND MOLDED CASE SWITCHES A. Characteristics: Molded case type of overcurrent trip rating, number of poles, voltage, and interrupting capacity as indicated. Minimum interrupting capacity of22,000 AIC unless otherwise noted. B. Circuit breakers used for overcurrent protection of refrigeration or air conditioning equipment shall be HACR rated. C. Enclosed molded case switches shall comply with the above except they shall not have overcurrent trip capability. D. Source Manufacturers: 1. Westinghouse/Cutler-Hammer. ELECTRICAL 16050-3 3876 2. General Electric. 3. Siemens. 4. Square D. 2.03 SAFETY SWITCHES A. Characteristics: General or heavy duty, fusible or nonfusible as indicated or required, quick make, quick break; horsepower rated. Switches shall be of number of poles, amps, and volts indicated. Switch nameplate shall indicate switch type,catalog number,and horsepower ratings. Switch handles shall be capable of being locked in the "OFF" position. B. Source Manufacturers: 1. Cutler-Hammer/Westinghouse. 2. General Electric. 3. Siemens. 4. Square D. 2.04 FUSES A. Fuses 600 Amperes and Less: UL 248, Class RK1 or RK5; as indicated on Drawings; current limiting, one-time fuse, 250 volt. Nominal interrupting rating: 100,000 rms amperes. B. Source Manufacturers: 1. Gould Shawmut. 2. Bussmann. 3. Littelfuse. 4. Reliance Fuse. 2.05 RACEWAYS AND FITTINGS A. Rigid Metal Conduit-Galvanized Steel(RMC-GS): Hot dipped galvanized,ANSI Standard C80.1, Federal Specification WW-C-581, and Underwriters' Laboratories Standard UL6. B. Electrical Metallic Tubing (EMT): ANSI Standard C80.3, Federal Specification WW-C-563, and Underwriters Laboratories Standard UL 797. C. Rigid Nonmetallic Conduit (RNC-PVC): Polyvinylchloride, Schedule 40 or 80 as indicated, NEMA Standard TC-2 and UL Standard 651. D. Flexible Metal Conduit(FMC): Federal Specification WW-C-566 and Underwriters'Laboratories Standard UL-1. E. Flexible Metal Conduit Liquid Tight (FMC-LT): Steel, galvanized inside and outside, with continuous copper ground and moisture and oil proof extruded PVC jacket. F. Flexible Nonmetallic Conduit Liquid Tight (FNC-LT): Polyvinylchloride with a rigid PVC spiral completely surrounded by flexible PVC. Conduit and fittings shall be UL listed. G. Wireways: National Electrical Code Article 362 and Underwriters Laboratories, Inc. ELECTRICAL 16050-4 3877 H. Surface Metal Raceway: National Electrical Code Article 352 Part A and Underwriters Laboratories, Inc. I. Auxiliary Gutters: National Electrical Code Article 374 and Underwriters Laboratories, Inc. J. Raceway Fittings: Designed for use with the type of raceways on which they are installed, and for the types of environments in which the raceways are located. 2.06 OUTLET AND DEVICE BOXES A. Boxes on interior covered conduit systems: Galvanized steel of the type,shape,size and depth to suit each respective location, minimum 1-1/2 in. deep and of size to accommodate devices noted. Provide outlet box accessories as required for each installation, including mounting brackets, wallboard hangers, extension rings, fixture studs, cable clamps and metal straps for supporting boxes. B. Device boxes on interior exposed conduit systems: Type FS or FD with external threaded hubs, cast aluminum or galvanized malleable iron, suitable for the wiring devices to be installed. C. Covers: Cast aluminum or galvanized malleable iron,designed for the wiring devices and boxes to be installed. D. Weatherproof covers: Provide for boxes in damp and wet locations, installed with gaskets and stainless steel fasteners. E. In wet locations, conduits entering sheet metal equipment enclosures shall terminate with gasketed hubs. Source Manufacturers: 1. Myers. 2. Crouse-Hinds. 3. Efcor. 2.07 JUNCTION AND PULL BOXES A. Characteristics: Aluminum, galvanized steel, or galvanized malleable iron boxes unless otherwise indicated,of the size required by Article 370 of NEC for the number,size, and position of conduits and conductors entering the box. Provide full access screw covers, for surface or flush installation, mounted with corrosion resistant machine screws. 1. Where intermediate cable supports are necessary because of box dimensions, provide reinforced flange and removable#12 gauge galvanized channels for supports of conductors. B. Characteristics: PVC or reinforced glass fiber composition of the size required by NEC-370 for the number, size, and position of conduits and conductors entering the box. Provide full access screw covers, for surface or flush installation, mounted with corrosion resistant machine screws. Provide grounding lug. 2.08 POWER, LIGHTING, GROUNDING, AND CONTROL CONDUCTORS A. Material: Copper unless otherwise indicated. Conductors#10 AWG and smaller shall be solid. Except where used for grounding, conductors#8 AWG and larger shall be stranded. ELECTRICAL 16050-5 3878 B. Sizes: 1. Power, lighting,and grounding conductors shall not be smaller than#12 AWG unless noted. 2. Except where otherwise indicated, control conductors shall not be smaller than#14 AWG. C. 600 volt insulated conductors for general use in raceways: Type THWN/THHN. D. Interior exposed wiring shall be installed in conduit, type EMT per NEC 358. Interior concealed conduit shall be type FMC or metal clad cable. Exterior wiring shall be in conduit. Exposed conduit shall be pvc sch 80. Liquid tight flex conduit may be used forfinal equipment connections outside. E. Mechanical Splices: 1. For conductors larger than #10 AWG: Compression type. 2. For conductors#10 AWG and smaller: Wire-nut type spring connectors. F. Taps: Power distribution blocks for multiple tapping from feeders. Base shall provide mounting and insulating properties. ILSCO type PDB or Square D type LBA or type LBC. 2.10 WIRING DEVICES AND COVER PLATES A. Characteristics - Straight blade and locking receptacles: Federal Specification W-C-596 and NEMA Standard WD-1, or where applicable for weatherproof rating, NEMA WD-5; ivory color where ivory is manufactured. Receptacles shall be the NEMA standard blade configurations indicated or NEMA 5-15R where no configuration is shown. Source Product/Manufacturer: 1. 15 ampere 125 volt single receptacle,2 pole 3 wire grounding straight blade(single NEMA 5- 15R): Arrow-Hart#5261 I. 2. 15 ampere 125 volt duplex receptacle,2 pole 3 wire grounding straight blade (duplex NEMA 5-15R): Arrow-Hart#52621. 3. 15 ampere 250 volt single receptacle,2 pole 3 wire grounding straight blade(single NEMA 6- 15R): Arrow-Hart#56511. 4. 20 ampere 125 volt single receptacle,2 pole 3 wire grounding straight blade(single NEMA 5- 20R): Arrow-Hart#53611. 5. 20 ampere 125 volt duplex receptacle,2 pole 3 wire grounding straight blade (duplex NEMA 5-20R): Arrow-Hart#53621. 6. 20 ampere 125 volt feed through ground fault circuit interrupter duplex receptacle, 2 pole 3 wire grounding straight blade (GFCI duplex NEMA 5-20R): Hubbell#GF-5362-1. 7. 20 ampere 250 volt single receptacle,2 pole 3 wire grounding straight blade(single NEMA 6- 20R): Arrow-Hart#53611. 8. Special purpose receptacles shall be as indicated on the drawings. A mating plug shall be furnished to the Owner for each special purpose receptacle provided. B. Characteristics-Toggle Switches: Federal Specification W-S-896,NEMA Standard WD-1 where applicable, ivory handles,where ivory is manufactured, rated for 120V ac,with grounding screw, and shall have the same current rating as the branch circuit to which they are connected and be the configurations indicated. Source Product/Manufacturers: 1. 15 ampere single pole: Arrow-Hart#18911. 2. 20 ampere single pole: Arrow-Hart#19911. 3. 30 ampere single pole: Arrow-Hart#39911. 4. 30 ampere 2 pole: Arrow-Hart#39921. 5. Special purpose toggle switches shall be as indicated on the Drawings. ELECTRICAL 16050-6 3879 C. Characteristics - Flush Cover Plates: Appropriate type and size for the boxes and devices installed; plastic. Plates for use with devices in exposed masonry construction shall be sized to cover the masonry opening. D. Characteristics-Surface Mounted Device Box Covers: As indicated on the Drawings. Covers for Type FS/FD boxes shall be the four-corner screw type. Covers in damp and wet locations shall be polycarbonate or cast metal, with gaskets and stainless steel hardware. E. Source Product/Manufacturers designated above are specified as standards of quality. The following Source Manufacturers are acceptable: 1. Arrow-Hart. 2. Bell. 3. Bryant. 4. Eagle. 5. General Electric. 6. Hubbell. 7. Leviton. 8. Pass &Seymour. 9. Slater. 10. Sylvania. PART 3- EXECUTION 3.01 LOAD CENTERS A. Install load centers in accordance with the manufacturer's written instructions and with recognized industry practices. B. Coordinate the installation of load centers with raceway installation work. Anchor enclosures securely to walls and other structural surfaces. 3.02 CUTTING, PATCHING, AND PAINTING A. Cut and patch the building as required to install sleeves, inserts, conduits, and electrical equipment. Patching shall be done by mechanics skilled in the various trades. Work shall match the general construction work. All cutting shall be done in a manner to retain the structural integrity of the unit being cut. Where existing equipment is removed, patch to match the existing building finishes. Provide airtight patch on all new openings between conditioned space and any unconditioned spaces. B. Paint all patched surfaces to match the paint color in the immediate area in accordance with Division 9 requirements. 3.03 RACEWAYS AND FITTINGS A. Except where otherwise indicated, provide raceways for each electrical system with fittings, components, and accessories necessary to form a complete raceway system. B. Conduits shall be concealed in finished spaces unless otherwise indicated. Run exposed conduits parallel to and at right angles to building lines and support at proper intervals. C. Make field bends in conduits with benders designed for the purpose. ELECTRICAL 16050-7 3880 D. Attach conduit support devices to structure with toggle bolts on hollow masonry; lead shields on solid masonry; and machine bolts, beam clamps,or spring steel clips on steel. Use plated steel threaded rods for suspended conduit hangers. Nails, perforated straps, and tie wires will not be accepted. E. Conduits above suspended ceilings shall be supported from the building structure, not by the suspended ceiling. G. Install conduits penetrating fire rated ceilings, walls or floors with UL approved methods, materials, and devices to maintain the fire rating integrity of the structure penetrated. Referto UL Building Materials Directory for firestop systems and listed materials. H. Provide flexible conduit for motor connections and for other electrical equipment connections where subject to movement and vibration. Provide liquidtight flexible conduit in areas subjected to moisture, corrosive atmosphere and dripping oil or grease, in addition to movement and vibration. I. Provide conduit expansion and deflection fittings where indicated or, if not indicated, where recommended by the conduit manufacturer for the environmental conditions in which the conduit is installed. J. Use double locknuts and insulated bushings for conduit connections to boxes and enclosures. Metallic conduit systems shall provide continuous grounding. K. Install wireways, auxiliary gutters, and surface metal raceways using fasteners and fittings designed for the purpose. L. Clean raceway interiors after installation is completed. Provide pull wires in empty, spare, and future use conduits and seal conduit ends with substantial caps or plugs and marked for identification. 3.04 OUTLET AND DEVICE BOXES A. Install boxes of size required by Article 370 of the NEC for the number and size of conductors installed. Sheet metal boxes shall be installed only in dry, concealed accessible locations and not below grade in outside concrete or masonry walls,or in floor slabs subject to moisture,where vapor tight fixtures are required, or for any outdoor use. 3.05 JUNCTION AND PULL BOXES A. Install junction and pull boxes where indicated and where necessary to terminate, tap off, or redirect multiple conduit runs, of size indicated or as required by NEC. B. Where feeder splices are to be made, install boxes large enough to provide ample work space. C. Support boxes independently of the conduits entering them. Place boxes inaccessible locations. 3.06 CONDUCTORS A. Do not install conductors and pullwires in raceways until the raceway systems have been completed and cleaned. Exercise care when installing conductors to prevent damage to conductor or insulation. Use only approved cable pulling lubricants. ELECTRICAL 16050-8 3881 B. Conductors shall be continuous from outlet to outlet without splices except within wireways or junction boxes. Mark conductors in panels, pull boxes or wireways and terminal strip terminals for identification of circuits. 1. Conductors shall be joined using compression splices, except that conductors #10 and smaller may be joined using wire nut type connectors. Conductors shall be terminated using compression or pressure type terminal lugs, or in pressure terminals. 2. Conductors shall be tapped using pressure type power distribution blocks. 3. Compression splices used on conductors#10 AWG and smaller shall be the self insulated type; other splices shall be insulated using 3M plastic tape. 4. Splices in wet locations shall be insulated with electrical tape and encapsulated with Scotchcast or equal potting compound. 3.07 WIRING DEVICES AND COVER PLATES A. Install wiring devices of the type, size,voltage and number of wires indicated. Devices shall be grounded. Mount devices within recessed boxes to allow flush plates to be in contact with wall on all sides, without the use of mats or plaster filling. B. Install single throw toggle switches with the ON toggle position up. C. Install multiple switches, receptacles, or combinations installed in the same location in multiple gang boxes; do not install dual or triple switches or combination single gang devices except where specifically indicated. D. Provide device plates of one piece, single or multigang type, selected to match the device or combination of devices. E. Unless otherwise dimensioned or noted, mount devices to match similar devices in the residence. 3.08 DISCONNECT SWITCHES A. Install disconnect switches, i.e., safety switches and enclosed molded case circuit breakers where required by Code or where indicated. B. Install in accordance with manufacturer's written instructions and with recognized industry practices. C. Coordinate the installation with raceway installation work. Anchor securely to walls and other structural surfaces. D. Provide disconnect switches of voltage, current and horsepower (where required) ratings per NEC requirements. 3.09 FUSES A. Install fuses of the type designed for the fuse holders. Where fuses are required by the equipment manufacturer to protect the equipment, they shall be installed to comply with the manufacturer's requirements. Replace all fuses blown during construction without additional cost to the Project. ELECTRICAL 16050-9 3882 3.10 GROUNDING A. Installation of system neutral grounding shall comply with the requirements of Article 250 of NEC. B. In addition to the equipment grounding requirements of Article 250 of NEC, install copper wire grounding conductors in all flexible conduits,feeder conduits,wireways,auxiliary gutters,surface metal raceways, other than services. C. Where equipment grounding conductor is bonded to equipment, remove insulating paint and other compounds from under the ground lugs. D. Do not use mounting connections for bonding equipment grounding conductors. 3.11 ENCLOSURES A. Enclosures installed for panels,safety switches,and similar equipment shall be NEMA Type 1 for dry locations and NEMA Type 3R for damp or wet locations unless otherwise noted. 3.12 IDENTIFICATION MARKERS A. Install conductor identification markers on conductors at terminations and in junction and pull boxes through which the conductors pass. Color code power conductors by insulation or tape and identify by markers in junction and pull boxes to indicate the conductors' panel and circuit number. Identify control conductors by markers at all locations. B. Identification markers which are not preprinted, such as panel indexes and special cable markers, shall be typewritten or otherwise mechanically printed, not hand lettered. 3.13 ELECTRICAL DEMOLITION A. Examine existing conditions. Report discrepancies to Program Manager before starting work. Existing conditions are accepted after work commences. B. Coordinate electrical outages with utility company& Program Manager. C. Maintain existing system in service until new system is complete and ready for service. D. Remove, relocate,and extend existing installations to accommodate new construction,including wiring devices. E. Remove exposed abandoned conduit including conduit above accessible ceilings. Cut conduit flush with walls or floors, and patch surfaces. F. Repair adjacent finishes damaged during demolition and extension work. ELECTRICAL 16050-10 3883 3.14 CLEANING AND REPAIRING A. Repair any existing equipment damaged during demolition or construction. B. Clean and remove from the residence all debris daily. C. Clean all equipment at completion of work, and leave in working. D. On all panels, clean interiors and exteriors. Check tightness of electrical connections. Replace damaged circuit breakers. Provide closure plates for vacant spaces. Provide typed circuit directory with revised circuiting. 3.15 TESTS A. After each system is completed, perform functional tests to demonstrate that the system operates in accordance with the requirements of the Drawings and Specifications. The tests shall be performed by the Contractor in the presence of the Program Manager. END OF SECTION 16050 ELECTRICAL 16050-11 3884 Key West International Airport Noise Insulation Program Group 1 Volume 3of4 Asbestos & Lead Based Paint Inspection Reports and Asbestos & Lead Remediation Specifications IF KeyWest International it t Prepared for: THE MONROE COUNTY BOARD OF COUNTY COMMISSIONERS Holly Merrill Raschein, District 5 Mayor Jim Scholl, District 3 Mayor Pro-Tem Craig Cates, District 1 Commissioner Michelle Lincoln, District 2 Commissioner David Rice, District 4 Commissioner Prepared by: ON •jaco S Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Gardens, FL 33418 In Association with: Deborah Murphy Lagos &Associates, LLC The Sun Group, Inc. Jones & Conde, LLC AirQuest Environmental, Inc. Revised May 2024 3885 Key West International Airport Noise Insulation Program Group 1 TABLE OF CONTENTS —VOLUME 3 OF 4 ASBESTOS ABATEMENT AND LEAD REMEDIATION Section A Summary of Findings Section B Asbestos Abatement Specifications Section C Lead Remediation Specifications Appendix A Asbestos Containing Materials Inspection Reports Appendix B Lead-Based Paint Inspection Reports TABLE OF CONTENTS 3886 Key West International Airport Noise Insulation Program Group 1 SECTION A SUMMARY OF FINDINGS The asbestos surveys were performed in compliance with the requirements of the National Emission Standards for Hazardous Air Pollutants (NESHAPs) for an asbestos survey prior to renovation activities. Analysis was performed using PLM with dispersion staining. NESHAP defines ACM as containing more than 1% asbestos as determined using PLM (as specified in Appendix E, Subpart E, 40 CFR part 763, Section 1, Polarized Light Microscopy). Based on the results of these ACM inspections, samples containing more than 1% asbestos were recorded as follows: TABLE 1 ASBESTOS CONTAINING MATERIALS Parcel Address Asbestos Material Location No. Content 4 2801 Venetian Dr None Detected 5 2827 Venetian Dr None Detected 9 2916 Riviera Dr None Detected 5-10% Chrysotile Exterior White Caulking Exterior Windows 10 2924 Riviera Dr 7-10% Chrysotile Exterior White Caulking Exterior Doors 15 2918 Flagler Ave None Detected 12 2919 Riviera Dr None Detected 17 3014 Flagler Ave None Detected 11 2930 Riviera Dr None Detected 16 3000 Flagler Ave None Detected 8 1604 Bahama Dr None Detected 21 2805 Flagler Ave None Detected 40 2824 Staples Ave None Detected 38 2816 Staples Ave None Detected 23 2815 Flagler Ave 15%Chrysotile Transite Panels Exterior Walls ASBESTOS ABATEMENT AND LEAD REMEDIATION III-1 3887 Key West International Airport Noise Insulation Program Group 1 The Lead-Based Paint (LBP) inspections were conducted to determine the presence of LBP in and adjacent to the windows and doors in the exterior envelope that will be impacted by upcoming renovations. If applicable, any ceilings and wall partitions that may be impacted during upgrades to the air handling system were also included. The reports were prepared in general accordance with "Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing"2012 revision published by the US Department of Housing and Urban Development (HUD). The LBP inspections were conducted using an x-ray fluorescence (XRF) instrument. LBP was defined as any paint containing more than 1.0 milligrams per square centimeter (mg/cm2) lead as indicated on the XRF. XRF results are classified as positive if they are greater than or equal to the current US HUD regulatory limit of 1.0 mg/cm2, and negative if they are less than this threshold. Based on the results of these LBP inspections, XRF readings equal to or above the current US HUD regulatory limit of 1.0 mg/cm2 were recorded as follows: TABLE 2 LEAD-BASED PAINT Parcel Address Results Location No. 4 2801 Venetian Dr Negative 5 2827 Venetian Dr Negative 9 2916 Riviera Dr Negative 10 2924 Riviera Dr Negative 15 2918 Flagler Ave Negative 12 2919 Riviera Dr Negative 17 3014 Flagler Ave Negative 11 2930 Riviera Dr Negative 16 3000 Flagler Ave Negative 8 1604 Bahama Dr Negative 21 2805 Flagler Ave Negative 40 2824 Staples Ave Negative 38 2816 Staples Ave Negative 23 2815 Flagler Ave Positive Exterior Wall ASBESTOS ABATEMENT AND LEAD REMEDIATION III-2 3888 Key West International Airport Noise Insulation Program Group 1 SECTION B ASBESTOS ABATEMENT PART 1 - GENERAL 1.1 SUMMARY AND PURPOSE A. Activities impacting asbestos containing material (ACM) that are subject to the requirements of this section. ACM materials have been identified as exterior Transite shingles and door/window caulking. B. The purpose of this asbestos abatement specification is to identify procedures for the abatement of asbestos containing materials (ACM) that may be identified during the implementation of the Noise Insulation Program (NIP). 1.2 REFERENCES A. The following regulations, their appendices, memorandums, guidelines, attachments and other pertinent documents which form a part of these regulations shall apply in their entirety. B. US Department of Labor: Occupational Safety and Health Act of 1970. (Particular attention is drawn to the Asbestos Regulations: CFR Title 29, Part 1910, Section 1910.1001 and Part 1926, Section 1926.1101, and the Respirator Regulation; CFR Title 29, Part 1910, Section 1910.134 and the Hazard Communication Program, CFR Title 29, Part 1910.1200). C. US Environmental Protection Agency (EPA), CFR, Title 40, Part 61, Subparts A and M, National Emission Standards for Hazardous Air Pollutants;Asbestos NESHAP Revision; Final Rule, Date Tuesday, November 20, 1990. D. US Environmental Protection Agency; TSCA Title II, Asbestos Hazard and Emergency Response Act (AHERA), 40 CFR Part 763 Subpart E - "Asbestos-Containing Materials in Schools" and also 40 CFR, Part 763, Subpart G - "Worker Protection Rule". E. US Department of Transportation regulations, 49 CFR Parts 172 and 173. F. All State of Florida regulations. G. Other Federal, State and local statutes, ordinances, regulations, or rules pertaining to this Specification and the work described herein, including the storage, transportation and disposal of asbestos. H. The Asbestos Abatement Contractor shall have in his possession, at the jobsite and in view, one copy of this Specification. I. Where a conflict exists between the requirements of this specification and any of the above-mentioned regulations, the most stringent shall be applicable. ASBESTOS ABATEMENT III-3 3889 Key West International Airport Noise Insulation Program Group 1 1.3 DEFINITIONS A. Amended Water - Water containing a wetting agent or surfactant with a surface tension of at least twenty- nine (29) dynes per square centimeter when tested in accordance with ASTM D 1331. B. B. Asbestos-Containing Material (ACM) - Any materials containing more than one percent (1%) asbestos. C. Asbestos Abatement Contractor — The individual, partnership, firm, or corporation primarily liable for the performance of the Work contracted and for the payment of all legal debts pertaining to the Work who acts directly or through lawful agents or employees to complete the contract work. The Asbestos Abatement Contractor must be licensed in the State of Florida in accordance with Florida Statutes Chapter 469 Asbestos Abatement. D. Asbestos Abatement Supervisor - Individual who supervises asbestos abatement work and has EPA Model Accreditation Plan "Contractor/Supervisor" training; has EPA/State certification as a "Contractor/Supervisor". E. Authorized Person -Any person authorized by the Asbestos Abatement Contractor and required by work duties to be present in the regulated areas. F. Clean Room -A room with no ACM having facilities for the storage of employees' street clothing and uncontaminated materials and equipment. G. Competent Person - In addition to the definition in 29 CFR 1926.32(f), a person who is capable of identifying existing asbestos hazards as defined in 29 CFR 1926.1101, selecting the appropriate control strategy, has the authority to take prompt corrective measures to eliminate them and has EPA Model Accreditation Plan (MAP) "Contractor/Supervisor" training; has EPA/State certification/license as a "Contractor/Supervisor." H. Critical Barrier - One or more layers of plastic sealed over all openings into a regulated area or any other similarly placed physical barrier sufficient to prevent airborne asbestos in a regulated area from migrating to an adjacent area. I. Decontamination Area -An enclosed area adjacent and connected to the regulated area and consisting of an equipment room, shower area, and clean room, which is used for the decontamination of workers, materials, and equipment that are contaminated with asbestos. J. Demolition - The wrecking or taking out of any load-supporting structural member and any related razing, removing, or stripping of asbestos products. K. Disposal Bag -A 0.1 5-millimeter(mm) six (6) mil thick, leak-tight plastic bag, pre-labeled in accordance with 29 CFR 1926.1101, used for transporting asbestos waste from the asbestos containment work area to disposal site. L. Disturbance - Activities that disrupt the matrix of ACM, crumble or pulverize ACM, or generate visible debris from ACM. Disturbance includes cutting away small amounts of ASBESTOS ABATEMENT III-4 3890 Key West International Airport Noise Insulation Program Group 1 ACM, no greater than the amount which can be contained in one (1) standard sized glovebag or waste bag, not larger than 1.5 meters (m) or sixty (60) inches (in) in length and width in order to access a building component. M. Environmental Specialist — An authorized member of the NIP Program Manager, Licensed by the State of Florida for asbestos consulting, responsible for environmental supervision of the contract work. N. Equipment Room or Area - An area adjacent to the regulated area used for the decontamination of employees and their equipment. O. Fiber - A fibrous particulate, five (5) micrometers or longer, with a length to width ratio of at least three to one (3 to 1). P. Friable ACM -A term defined in 40 CFR 61, Subpart M and EPA 340/1-90/018 meaning any material which contains more than one percent (1%) asbestos, as determined using the method specified in 40 CFR 763, Polarized Light Microscopy (PLM), that when dry, can be crumbled, pulverized, or reduced to powder by hand pressure. Q. High-Efficiency Particulate Air (HEPA) Filter - A filter capable of trapping and retaining at least 99.97 percent of all mono-dispersed particles of 0.3 micrometers in diameter. R. Intact -ACM which has not crumbled, been pulverized, or otherwise deteriorated so that the asbestos is no longer likely to be bound with its matrix. Removal of"intact" asphaltic, resinous, cementitious products does not render the ACM non-intact simply by being separated into smaller pieces. S. Licensed Asbestos Consultant (LAC) — Licensed by the State of Florida for asbestos consulting and hired by the Prime Contractor. T. Model Accreditation Plan (MAP) - USEPA training accreditation requirements for persons who work with asbestos as specified in 40 CFR 763. U. Negative Initial Exposure Assessment - A demonstration by the Asbestos Abatement Contractor to show that employee exposure during an operation is expected to be consistently below the OSHA Permissible Exposure Limits (PELs). V. NESHAP - National Emission Standards for Hazardous Air Pollutants. The USEPA NESHAP regulation for asbestos is at 40 CFR 61, Subpart M. W. NIP Program Manager-The individual, partnership, firm, or corporation duly authorized by the Owner(Sponsor)to be responsible for supervision of the contract work and acting directly or through an authorized representative. X. Nonfriable ACM - A NESHAP term defined in 40 CFR 61, Subpart M and EPA 340/1- 90/018 meaning any material containing more than one percent (1%) asbestos that, when dry, cannot be crumbled, pulverized or reduced to powder by hand pressure. Y. Owner (Sponsor) - The term Owner shall mean the party of the first part or the contracting agency signatory to the contract (i.e., the Monroe County Board of County ASBESTOS ABATEMENT III-5 3891 Key West International Airport Noise Insulation Program Group 1 Commissioners). For AIP contracts, the term Sponsor shall have the same meaning as the term Owner. Z. Permissible Exposure Limits (PELs) - PEL-Time Weighted Average (TWA) Concentration of asbestos not in excess of 0.1 fibers per cubic centimeter of air(f/cc) as an eight (8) hour time weighted average. AA. Prime Contractor-The individual, partnership, firm, or corporation primarily liable for the acceptable performance of the Work contracted and for the payment of all legal debts pertaining to the Work who acts directly or through lawful agents or employees to complete the contract work. BB. Project - The agreed scope of work for accomplishing specific airport noise mitigation with respect to a particular airport. CC. PEL-Excursion Limit -An airborne concentration of asbestos not in excess of 1.0 f/cc of air as averaged over a sampling period of thirty (30) minutes. DD. Regulated Area - An OSHA term defined in 29 CFR 1926.1101 meaning an area established by the Asbestos Abatement Contractor to demarcate areas where Class I, II, and III asbestos work is conducted; also any adjoining area where debris and waste from such asbestos work accumulate; and an area within which airborne concentrations of asbestos exceed, or there is a reasonable possibility they may exceed, the permissible exposure limit. EE. Removal - All operations where ACM is taken out or stripped from structures or substrates, and includes demolition operations. FF. Transite -A generic name for asbestos cement wallboard and pipe. GG. Work-The furnishing of all labor, materials, tools, equipment, and incidentals necessary or convenient to the Asbestos Abatement Contractor's performance of all duties and obligations imposed by the Contract, Plans, and Specifications. HH. Worker - Individual (not designated as the Competent Person or a supervisor) who performs asbestos work and has completed asbestos worker training required by 29 CFR 1926.1101, to include EPA Model Accreditation Plan (MAP) "Worker" training; accreditation if required by the OSHA Class of work to be performed or by the state where the work is to be performed. 1.4 ASBESTOS ABATEMENT CONTRACTOR QUALIFICATIONS A. Asbestos Abatement Contractor: The Asbestos Abatement Contractor must be a Florida Licensed Asbestos Abatement Contractor. B. Training: The Asbestos Abatement Contractor's Workers and Supervisors must be EPA Licensed Asbestos Abatement Workers and Contractor/Supervisors. C. Previous Experience. The Asbestos Abatement Contractor must demonstrate substantial experience with similar projects and provide references and follow all ASBESTOS ABATEMENT III-6 3892 Key West International Airport Noise Insulation Program Group 1 applicable OSHA safety and health programs. D. Demonstrated Ability of Workers: The Asbestos Abatement Contractor must demonstrate that abatement workers have successfully completed the required EPA training and have experience performing asbestos abatement. E. Insurance: The Asbestos Abatement Contractor must demonstrate that sufficient coverage is in force to meet the Owner's requirements. F. Permits: The Asbestos Abatement Contractor shall secure, pay for, and maintain in full force and effect until no longer necessary, all necessary licenses, and permits required by federal and state law, local ordinance, statute or regulations relevant to the work. G. Project Conditions: The Asbestos Abatement Contractor shall acquaint himself/herself with all conditions that may affect the work as would be evident from a thorough investigation of the project site and specification covering the work. It shall be the responsibility of the Asbestos Abatement Contractor to carefully examine the physical condition of the project and coordinate all requirements and coordination of their work. H. The Asbestos Abatement Contractor shall be responsible for all tests to be performed with regard to his/her work, as required by Federal, State, and/or local regulation. 1.5 FLORIDA LICENSED ASBESTOS CONSULTANT (LAC)/ASBESTOS CONSULTING BUSINESS A. The Prime Contractor shall obtain the services of a third-party LAC licensed by the State of Florida who is employed by a Florida Licensed Asbestos Consulting Business to determine if materials to be abated are ACM. 1.6 VERIFICATION OF HAZARDOUS MATERIALS A. It is the Asbestos Abatement Contractor's responsibility to verify that areas of work that have not been tested in the attached reports are free of asbestos, if additional materials are discovered during abatement activities. The Asbestos Abatement Contractor is responsible for any verifications of asbestos testing as required in areas that have not been tested that are anticipated to be disturbed by the Work, at no additional cost to the Owner. The Asbestos Abatement Contractor shall use the services of a Florida Licensed Asbestos Consulting Business for this determination. 1.7 SUBMITTALS A. Pre-Work Submittals 1. Within six (6) weeks from Notice to Proceed - Permits, the Asbestos Abatement Contractor shall submit all required pre- abatement submittals to the NIP Program Manager. After completion of the submittal review, additional information may be required for clarification of or in support of documents submitted. Work will not commence until the NIP Program Manager has approved all submittals, including employee certifications and physicals. ASBESTOS ABATEMENT III-7 3893 Key West International Airport Noise Insulation Program Group 1 2. State of Florida Asbestos Abatement Contractor's license, valid for the proposed construction period. 3. The name, last four (4) digits of the social security number and Asbestos Abatement Contractor/Supervisor's training certificate, valid for the proposed construction period, for each employee undertaking a supervisory or foreperson role on this project. 4. The name, last four digits of the social security number and Asbestos Abatement Contractors Contractor/Supervisor's training certificate, valid for the proposed construction period, for the employee undertaking the role of "Competent Person" on the Project. 5. The name, last four digits of the social security number and Asbestos Abatement Worker's training certificates, valid for the proposed construction period for all persons performing: pre-abatement preparation, abatement, repair and post- abatement tear down. 6. A list of all subcontractors and consultants along with their respective licenses/certifications to be used on-site. Owner reserves the right to approve/reject any subcontractor and/or consultant. 7. Certificate of Insurance carried, noting the insurance particularly covers asbestos work. 8. Respirator fit test certificates within six (6) months for all workers performing asbestos abatement work. 9. Physician's Written Opinion completed within one year of abatement for all workers. 10. Identification of proposed waste hauler, and written evidence of approval by appropriate state and local authorities, as determined by Federal, State, and/or local requirements, if any. 11. Identification of proposed landfill and written evidence that the landfill to be used for disposal of asbestos wastes is approved by Federal, State, and/or local requirements, if any. 12. The schedule for all removal operations including a detailed work plan and schedule for each work area listing the proposed number of workers, dates, and hours of each work shift. 13. A copy of the Asbestos Abatement Work Plan, prepared by a Florida Licensed Asbestos Consultant for each single-family property identified in the Bid Documents that required asbestos abatement. The Asbestos Abatement Work Plan will identify the scope of work of impacted materials to be removed. The Asbestos Abatement Work Plan shall include the identified ACM, location and quantity of the ACM, preparation methods, removal techniques, type, size, and position of barriers and signs, debris accumulation, cleanup and disposal ASBESTOS ABATEMENT III-8 3894 Key West International Airport Noise Insulation Program Group 1 procedures in compliance with these specifications. a. Completely cover grounds and vegetation extending 10 feet beyond the perimeter or a sufficient distance to collect falling debris with minimum 8-mil thick polyethylene sheets with joints between sheets lapped and taped; with one edge taped to adjacent building surfaces below area of work; and with free ends secured in position with stakes, tie-down lines or weights. Cover sufficient ground area to capture wind-blown chips, dust and particles. Asbestos Abatement Contractor is responsible for any paint debris found at project completion. b. Encapsulation procedures (method of encapsulation and location). c. A description of the Asbestos Abatement Contractor's written respiratory protection program. d. Safety Data Sheets (SDS) for all chemicals to be used on this project. This list should include all encapsulants, spray adhesives, and wetting agents. An additional set of SDS shall be provided to be kept on-site at the Asbestos Abatement Contractor's job site office or at each independent Work Area. e. Proposed plans for treatment and evacuation procedures in the event of fire, safety and medical emergencies, including manner in which employees are notified of emergency, procedures to account for employees after emergencies, name of person appointed as safety coordinator, and the posting of telephone numbers of all emergency response units. 14. Notifications a. All Federal, state, and local notifications, including: 1) US Environmental Protection Agency 2) Florida Department of Environmental Protection (FDEP) 3) Monroe County (via FDEP South District Branch Office) 15. Security Documentation: Work area and equipment must be secured at all times to ensure no unauthorized persons enter contaminated work or waste storage areas. Storage sites for equipment, supplies and asbestos contaminated waste must be pre-determined and approved by the NIP Program Manager prior to starting the asbestos abatement. The Asbestos Abatement Contractor will submit to the NIP Program Manager a phone or pager number where the Asbestos Abatement Contractor's Supervisor or the Competent Person may be reached on the non-working days in case of an emergency. 16. Laboratory Qualifications: Written verification of the following criteria, shall be submitted: a. Polarized light microscopy (PLM): The laboratory is fully equipped and ASBESTOS ABATEMENT III-9 3895 Key West International Airport Noise Insulation Program Group 1 proficient in conducting PLM analyses of suspect ACM bulk samples in accordance with 40 CFR 763, Subpart E, Appendix E; the laboratory is currently accredited by National Institute of Standards and Technology (NIST) under the National Voluntary Laboratory Accreditation Plan (NVLAP) for bulk asbestos analysis and will use analysts with demonstrated proficiency to conduct PLM analyses. b. Transmission electron microscopy (TEM): The laboratory is fully equipped and proficient in conducting TEM analysis of airborne samples using the mandatory method specified by 40 CFR 763, Subpart E, Appendix E; the laboratory is currently accredited by NIST under the NVLAP for airborne sample analysis of asbestos by TEM; the laboratory will use analysts with demonstrated proficiency under NVLAP; the laboratory is proficient in conducting analysis for low asbestos concentration, enhanced analysis of floor tiles and bulk materials where multiple layers are present, using an improved EPA test method titled, "Method for the Determination of Asbestos in Bulk Building Materials". c. PCM/TEM: The laboratory is fully equipped, and each analyst is proficient in conducting PCM and TEM analysis of airborne samples using NIOSH 94- 113 Method 7400 PCM and NIOSH 94-113 Method 7402 (TEM confirmation of asbestos content of PCM results) from the same filter. 17. LAC Qualifications: The resume for the LAC selected to prepare the Asbestos Abatement Contractor's Asbestos Abatement Work Plan should include the following experience: prepare and perform training, direct OSHA-required personnel air monitoring and assist the Asbestos Abatement Contractor's Competent Person in implementing and ensuring that safety and health requirements are complied with during the performance of all required work. The LAC shall be completely independent from the Prime Contractor and Asbestos Abatement Contractor according to federal, state, or local regulations; that is, shall not be a Prime Contractor's or Asbestos Abatement Contractor's employee or be an employee or principal of a firm in a business relationship with the Prime Contractor or Asbestos Abatement Contractor negating such independent status. A copy of the LAC's Asbestos Consulting Business License as well as the certifications of all employees (Building Inspectors, Contractor/Supervisors, Project Monitors) that will work under the direction of the LAC. 18. Materials List: Complete materials list of all items proposed to be furnished and used under the contract including any associated manufacturer's literature. Provide a separate list for rental equipment and written verification that the rental company has been notified that equipment is to be used for asbestos abatement related activities. 19. Any request for variance from this specification shall be in writing and submitted to the NIP Program Manager at least ten (10) days in advance. Approval shall be at the discretion of the NIP Program Manager. ASBESTOS ABATEMENT III-10 3896 Key West International Airport Noise Insulation Program Group 1 B. Project Close-out Submittals: 1. As the abatement of each residence is completed, a project close-out is required. Payment for abatement within a residence will not be authorized until the close- out has been reviewed and approved by the NIP Program Manager. 2. All waste disposal tickets. 3. Daily progress logs. 4. Permits, Licenses, and Certificates: copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments,judgments, correspondence, records, and similar documents, shall be retained for compliance with standards and regulations bearing on performance of the Work. 5. Worker's Release and Acknowledgement. 6. Personnel air monitoring results. 1.8 PRE-ABATEMENT MEETINGS A. The pre-abatement conference shall be scheduled immediately prior to the start of asbestos abatement work. The Asbestos Abatement Contractor shall have reviewed these Specifications, the Asbestos Survey Reports and Asbestos Abatement Work Plans prior to the meeting and be knowledgeable about their contents. The Asbestos Abatement Contractor shall be prepared to discuss the abatementwith the NIP Program Manager, Prime Contractor and other trade representatives. B. Individual site visits are scheduled 48 hours prior to the commencement of abatement activities, when approved by the NIP Program Manager. 1. Inspect and discuss condition and extent of asbestos abatement work to be performed. 2. Review and finalize asbestos abatement schedule. 3. Review and finalize the Asbestos Work Plan containment diagrams. 4. Review requirements of work performed by other trades. 5. Coordinate work with Prime Contractor and NIP Program Manager. 1.9 QUALITY ASSURANCE A. Conform to all Federal, State, and Local regulations, guidelines and rules which govern the handling and disposal of asbestos impacted materials. B. Record Keeping: ASBESTOS ABATEMENT III-11 3897 Key West International Airport Noise Insulation Program Group 1 1. The Asbestos Abatement Contractor shall maintain a Daily Project Log consisting of a three-ring binder. The daily project log will be utilized each day to document the following information: a. Date and time of the project b. Name of Competent Person c. Brief description of daily work activities d. Work area sign in and sign out sheet 1.10 REGULATED AREAS A. All Class I, II, and III asbestos work shall be conducted within regulated areas. The regulated area shall be demarcated to minimize the number of persons within the area and to protect persons outside the area from exposure to airborne asbestos. The Asbestos Abatement Contractor shall control access to regulated areas, ensure that only authorized personnel enter, and verify that Asbestos Abatement Contractor required medical surveillance, training and respiratory protection program requirements are met prior to allowing entrance. 1.11 WARNING SIGNS AND TAPE A. Warning signs and tape printed bilingually in English and Spanish shall be provided at the regulated boundaries and entrances to regulated areas. Signs shall be located to allow personnel to read the signs and take the necessary protective steps required before entering the area. Warning signs, as shown and described below, and displaying the following legend in the lower panel (or equivalent): DANGER ASBESTOS CANCER AND LUNG DISEASE HAZARD AUTHORIZED PERSONNEL ONLY [RESPIRATORS AND PROTECTIVE CLOTHING ARE REQUIRED IN THIS AREA] 1.12 WARNING LABELS A. Warning labels shall be affixed to all asbestos disposal containers, asbestos materials, scrap, waste debris, and other products contaminated with asbestos. Containers with preprinted warning labels conforming to requirements are acceptable. 1.13 SMOKING A. Smoking is not allowed. PART 2 - PRODUCTS 2.1 PROTECTIVE CLOTHING A. The Asbestos Abatement Contractor will provide the workers with the required protective ASBESTOS ABATEMENT III-12 3898 Key West International Airport Noise Insulation Program Group 1 disposal clothing as recommended in the referenced guidelines, consisting of full-body coveralls, head covers, gloves and boots. B. The Asbestos Abatement Contractor will not under any circumstances permit any person to enter the work areas without the appropriate protective clothing and equipment. The Asbestos Abatement Contractor will furnish as many sets as required for monitoring. 2.2 RESPIRATORY PROTECTION A. Respirators equipped with HEPA filters will be used, when required, and approved by NIOSH. B. Respirators will be individually fit-tested to personnel on a yearly basis. C. No respirator will be issued to personnel without such personnel participating in a respiratory training program. D. The Asbestos Abatement Contractor shall provide and make available a sufficient quantity of respirator filters so that filter changes can be made as necessary during the workday. Filters will be removed and discarded during the decontamination process. Filters cannot be reused. Filters must be changed if breathing becomes difficult. 2.3 CONTAINMENT BARRIER EQUIPMENT A. Polyethylene sheet around exterior: 1. Six (6) mil with fire retardant to comply with National Fire Protection Association (N F PA) 701. 2. Tape compatible with containment barrier material. 3. Adhesive compatible with containment barrier material. B. HEPA Filter Equipment 1. All fan and vacuum units will be equipped with a HEPA filter. 2.4 ENCAPSULANTS A. Materials in various forms are used to chemically or physically entrap asbestos fibers in various configurations to prevent these fibers from becoming airborne. There are four (4)types of encapsulants, as follows,which must comply with performance requirements as specified herein; 1. Removal encapsulant (can be used as a wetting agent). 2. Lock-down encapsulant (used to seal off or "lock-down" minute asbestos fibers left on surfaces from which asbestos containing material has been removed). B. Encapsulants shall conform to EPA requirements, shall contain no toxic or hazardous ASBESTOS ABATEMENT III-13 3899 Key West International Airport Noise Insulation Program Group 1 substances and no solvent. Submit certificates stating that encapsulants meet the applicable specified performance requirements. 2.5 EXPENDABLE SUPPLIES A. Industrial grade duct tape of appropriate widths suitable for bonding sheet plastic and disposal containers. B. Leak-tight (defined as solids, liquids, or dust that cannot escape or spill out) disposal containers shall be provided for ACM wastes as required by 29 CFR 1926.1101. Disposal containers can be in the form of: 1. Disposal Bags 2. Fiberboard Drums 3. Cardboard Boxes C. Sheet Plastic 1. Flame-resistant sheets shall be provided. Film may be clear, frosted, or black and shall conform to the requirements of NFPA 701. 2. Reinforced sheets shall be provided where high skin strength is required, such as where it constitutes the only barrier between the regulated area and the outdoor environment. The sheet stock shall consist of translucent, nylon- reinforced or woven-polyethylene thread laminated between two (2) layers of polyethylene film. Film shall meet flame resistant standards of NFPA 701. D. Amended water shall meet the requirements of ASTM D 1331. Removal encapsulant (a penetrating encapsulant) shall be provided when conducting removal abatement activities that require a longer removal time or are subject to rapid evaporation of amended water. The removal encapsulant shall be capable of wetting the ACM and retarding fiber release during disturbance of the ACM greater than or equal to that provided by amended water. Performance requirements for penetrating encapsulants are specified in paragraph ENCAPSULANTS above. 2.6 EQUIPMENT A. Vacuums shall be equipped with HEPA filters, of sufficient capacity and necessary capture velocity at the nozzle or nozzle attachment to efficiently collect, transport and retain the ACM waste material. Power tools shall not be used to remove ACM unless the tool is equipped with effective, integral HEPA filtered exhaust ventilation capture and collection system. Reusable tools shall be thoroughly decontaminated prior to being removed from regulated areas. B. If rental equipment is to be used, written notification shall be provided to the rental agency, concerning the intended use of the equipment, the possibility of asbestos contamination of the equipment and the steps that will be taken to decontaminate such equipment. ASBESTOS ABATEMENT III-14 3900 Key West International Airport Noise Insulation Program Group 1 PART 3 - EXECUTION 3.1 GENERAL REQUIREMENTS A. Before actual abatement work commences in any Work Area, the Asbestos Abatement Contractor shall notify the NIP Program Manager so that an inspection of all preparatory work can be made. Asbestos abatement work can only commence after the NIP Program Manager is satisfied that all the preparation and all the requirements detailed in the Specification are met and that permission to commence asbestos abatement work has been given. B. Use the work practices required in 29 CFR 1926.1101(g) in all operations regardless of the levels of exposure. C. Personnel shall wear and utilize protective clothing and equipment. D. Do not permit eating, smoking, drinking, chewing or applying cosmetics in the regulated area. E. Personnel of other trades, shall not be exposed at any time to airborne concentrations of asbestos. F. Power to the regulated area shall be locked-out and tagged in accordance with 29 CFR 1910.147, and temporary electrical service with ground fault circuit interrupters shall be provided as needed. Temporary electrical service shall be disconnected when necessary for wet removal. 3.2 PROTECTION OF ADJACENT WORK OR AREAS TO REMAIN A. Perform asbestos abatement without damage to or contamination of adjacent work or area. B. Where such work or area is damaged or contaminated, it shall be restored to its original condition or decontaminated at no expense to the Owner. When spills occur, work shall stop in all affected areas immediately and the spill shall be cleaned. When satisfactory visual inspection and air sampling analysis results are obtained and have been evaluated by the NIP Program Manager, work shall proceed. 3.3 FIRE PROTECTION A. The Asbestos Abatement Contractor shall maintain adequate fire extinguishers (Class A, B, and C) ready for immediate use, and distribute them throughout the work site and about flammable temporary structures for the duration of the project. B. Internal combustion engines shall not be operated at the job site. C. There shall be no open fires and smoking will be permitted only in designated areas. The Asbestos Abatement Contractor shall warn his employees that violation of this clause may result in immediate dismissal. ASBESTOS ABATEMENT III-15 3901 Key West International Airport Noise Insulation Program Group 1 3.4 METHODS OF COMPLIANCE A. Mandated Practices 1. The specific abatement techniques and items identified shall be detailed in the Asbestos Abatement Contractor's Asbestos Abatement Work Plan. Use the following engineering controls and work practices in all operations, regardless of the levels of exposure: 2. Vacuum cleaners equipped with HEPA filters. 3. Wet methods or wetting agents except where it can be demonstrated that the use of wet methods is unfeasible due to the creation of electrical hazards, equipment malfunction, and in roofing. 4. Prompt clean-up and disposal. 5. Inspection and repair of polyethylene. 6. Cleaning of equipment and surfaces of containers prior to removing them from the equipment room or area. B. Unacceptable Practices 1. High-speed abrasive disc saws that are not equipped with point of cut ventilator or enclosures with HEPA filtered exhaust air. 2. Compressed air used to remove asbestos containing materials, unless the compressed air is used in conjunction with an enclosed ventilation system designed to capture the dust cloud created by the compressed air. 3. Dry sweeping, shoveling, or other dry clean up. 4. Employee rotation as a means of reducing employee exposure to asbestos. 3.5 FINAL CLEANING AND VISUAL INSPECTION A. After completion of all asbestos removal work and the gross amounts of asbestos have been removed from every surface, any remaining visible accumulations of asbestos shall be collected. B. Upon completion of the cleaning, conduct a visual pre-inspection of the cleaned area in preparation for a final inspection. The Prime Contractor and the NIP Program Manager shall conduct a final visual inspection of the cleaned regulated area. If the NIP Program Manager rejects the clean regulated area as not meeting final cleaning requirements, reclean as necessary and have a follow-on inspection conducted with the NIP Program Manager. Recleaning and follow-up reinspection shall be at the Asbestos Abatement Contractor's expense. 3.6 LOCKDOWN ASBESTOS ABATEMENT III-16 3902 Key West International Airport Noise Insulation Program Group 1 A. After final visual inspection, a (lockdown) encapsulant shall be spray applied to walls, and other surfaces in the regulated area. 3.7 EXPOSURE ASSESSMENT AND AIR MONITORING A. General Requirements. 1. Exposure assessment, air monitoring and analysis of airborne concentration of asbestos fibers shall be performed in accordance with 29 CFR 1926.1101, and the Asbestos Abatement Work Plan. 2. Results of breathing zone samples shall be posted at the job site and made available to the NIP Program Manager. 3. Submit all documentation regarding initial exposure assessments, negative exposure assessments, and air-monitoring results to the NIP Program Manager. B. Worker Exposure. 1. The Asbestos Abatement Contractor shall collect samples representative of the exposure of each employee who is assigned to work within a regulated area. Breathing zone samples shall be taken for at least twenty-five percent (25%) of the workers in each shift, or a minimum of two (2), whichever is greater. 2. The Asbestos Abatement Contractor will conduct sample analyses of air samples using the methods prescribed in 29 CFR 1926.1101, to include NIOSH 94-113 Method 7400. 3. The Asbestos Abatement Contractor's workers shall not be exposed to an airborne fiber concentration in excess of 1.0 f/cc, as averaged over a sampling period of thirty (30) minutes. Should a personal excursion concentration of 1.0 f/cc expressed as a 30-minute sample occur inside a regulated work area, stop work immediately, notify the NIP Program Manager, and implement additional engineering controls and work practice controls to reduce airborne fiber levels below prescribed limits in the work area. Work shall not restart until authorized by the NIP Program Manager. C. Environmental Exposure 1. All environmental air monitoring shall be performed by the NIP Program Manager. 2. Environmental shall be performed using NIOSH 94-113 Method 7400(PCM)with optional confirmation of results by TEM (at the discretion of the NIP Program Manager). 3. Environmental air monitoring shall be conducted at a sufficient velocity and duration to establish the limit of detection of the method used at 0.005 f/cc. ASBESTOS ABATEMENT III-17 3903 Key West International Airport Noise Insulation Program Group 1 D. Negative Exposure Assessment 1. Provide a negative exposure assessment for the specific asbestos job which will be performed within 360 days of the initiation of the project and conform to the following criteria: a. Objective Data: Objective data demonstrating that the product or material containing asbestos minerals or the activity involving such product or material cannot release airborne fibers in concentrations exceeding the PEL- TWA and PEL-Excursion Limit under those work conditions having the greatest potential for releasing asbestos. b. Prior Asbestos Jobs: Where the Asbestos Abatement Contractor has monitored prior asbestos jobs for the PEL and the PEL-Excursion Limit within twelve (12) months of the current job, the monitoring and analysis were performed in compliance with asbestos standard in effect; the data were obtained during work operations conducted under workplace conditions closely resembling the processes, type of material, control methods, work practices, and environmental conditions used and prevailing in the Asbestos Abatement Contractor's current operations; the operations were conducted by employees whose training and experience are no more extensive than that of employees performing the current job; and these data show that under the conditions prevailing and which will prevail in the current workplace, there is a high degree of certainty that the monitoring covered exposure from employee exposures will not exceed the PEL-TWA and PEL-Excursion Limit. c. Initial Exposure Monitoring: The results of initial exposure monitoring of the current job, made from breathing zone air samples that are representative of the eight (8) hour PEL- TWA and thirty (30) minute short-term exposures of each employee.The monitoring covered exposure from operations which are most likely during the performance of the entire asbestos job to result in exposures over the PELs. 3.8 ENVIRONMENTAL AIR MONITORING DURING ABATEMENT A. Environmental air monitoring shall be conducted by the NIP Program Manager at locations and frequencies that will accurately characterize any evolving airborne asbestos fiber concentrations. The assessment shall demonstrate that the product or material containing asbestos minerals, or the abatement involving such product or material, cannot release airborne asbestos fibers in concentrations exceeding f/cc as a TWA under those work conditions having the greatest potential for releasing asbestos. The monitoring shall be at least once per shift at locations including, but not limited to, close to the work inside a regulated area. 1. Asbestos Abatement Contractor's Air-Monitoring Results and Documentation a. Air sample fiber counting conducted by the Asbestos Abatement Contractor shall be completed and results provided within twenty-four (24) hours (breathing zone samples), and immediately upon completion of the sampling period (environmental/clearance monitoring). The NIP Program Manager ASBESTOS ABATEMENT III-18 3904 Key West International Airport Noise Insulation Program Group 1 shall be notified immediately of any airborne levels of asbestos fibers in excess of established requirements. Written sampling results shall be provided within five (5) working days of the date of collection. The written results shall be signed by the testing laboratory analyst. The air sampling results shall be documented on the Asbestos Abatement Contractor's daily air monitoring log. b. The daily air monitoring log shall contain the following information for each sample: 1) Sampling and analytical method used; 2) Date sample collected; 3) Sample number; 4) Location/activity/name where sample collected; 5) Beginning flow rate, end flow rate, average flow rate (L/min); 6) Calibration date, time, method, location, name of calibrator, signature; 7) Sample period (start time, stop time, elapsed time (minutes); 8) Total air volume sampled (liters); 9) Sample results (f/cc and S/mm square) if EPA methods are required for final clearance; 10) Laboratory name, location, analytical method, analyst, confidence level. In addition, the printed name and a signature and date block for the Project Monitor who conducted the sampling and for Asbestos Abatement Contractor/Supervisor who reviewed the daily air monitoring log verifying the accuracy of the information. 3.9 CLEARANCE CERTIFICATION A. When asbestos abatement is complete, ACM waste is removed from the regulated areas, and final clean- up is completed, the NIP Program Manager will allow the warning signs and boundary warning tape to be removed. The Asbestos Abatement Contractor and the NIP Program Manager shall visually inspect all surfaces within the containment for residual material or accumulated debris. The Asbestos Abatement Contractor will reclean all areas showing dust or residual materials. The NIP Program Manager will certify that the area is safe before unrestricted entry is permitted. 3.10 CLEANUP AND DISPOSAL A. ACM material resulting from abatement work, except as specified otherwise, shall become the property of the Asbestos Abatement Contractor and shall be disposed of as specified and in accordance with applicable federal, state and local regulations. ASBESTOS ABATEMENT III-19 3905 Key West International Airport Noise Insulation Program Group 1 B. All ACM waste shall be collected including contaminated wastewater filters, scrap, debris, bags, containers, equipment, and asbestos contaminated clothing and placed in leak-tight containers. C. Waste within the containers shall be wetted in case the container is breeched. D. Asbestos-containing waste shall be disposed of at a local approved asbestos landfill. ASBESTOS ABATEMENT III-20 3906 Key West International Airport Noise Insulation Program Group 1 SECTION C LEAD REMEDIATION PART 1 - GENERAL 1.1 SUMMARY A. Activities impacting lead-based paint (LBP) that are subject to the requirements of this section include the exterior wall at 2815 Flagler Avenue. LBP materials have been identified as exterior Transite shingles and are also considered ACM. The more stringent of recommended procedures shall be followed. B. All LBP identified will be handled in accordance with this specification, regardless of the quantity that will be disturbed. C. No lead abatement, as defined in 40 CFR part 745, subpart L will be conducted. 1.2 REFERENCES A. The following regulations, their appendices, memorandums, guidelines, attachments and other pertinent documents which form a part of these regulations shall apply in their entirety. 1. Title 40 CFR Part 261, Identification and Listing of Hazardous Waste. 2. Title 40 CFR Part 268, Land Disposal Restrictions. 3. Title 40 CFR Part 745, Lead; Renovation, Repair, and Painting Program; Final Rule. 4. Title 29 CFR Part 1910.134, Respiratory Protection Occupational Safety and Health Administration (OSHA) latest edition. 5. Title 29 CFR 1926.62, OSHA Lead Standard. 6. Title 29CFR 1910.1025, General Industry Lead Standard. 7. Title 49 CFR, Part 172, Hazardous Materials Tables and Hazardous Materials Communications Regulations, latest edition. 8. Lead Based Paint: The Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing, US Department of Housing and Urban Development (HUD) Guidelines. 9. The Lead Contractor shall have in his possession, at the jobsite and in view, one copy of this Specification. 10. Where a conflict exists between the requirements of this specification and any of LEAD REMEDIATION III-21 3907 Key West International Airport Noise Insulation Program Group 1 the above-mentioned regulations, the most stringent shall be applicable. 1.3 HEALTH WARNINGS A. Contractors are warned that unprotected exposure to lead may result in damage to the blood, nervous system, kidneys, bones, heart, and reproductive system and contribute to high blood pressure. Care must be taken to avoid releasing or causing to be released, lead dust into the atmosphere. The Owner assumes no liability for damages, personal injuries, illness, disabilities or death to the Contractor, the Contractor's employees, and other persons subject to the Contractor's control or to any other person including members of the general public, property owner or tenant, arising from, or incident to the purchase, use, disposition, subsequent operations performed on contact with or contributed to in any manner by the Contractor. 1.4 PROHIBITED ACTIVITIES A. Prohibited activities include open flame burning/torching, using a heat gun above 1,100 degrees Fahrenheit (OF) and sanding, grinding, planning, needle gunning or blasting without a shroud and HEPA vacuum attachment. 1.5 DEFINITIONS A. The term "Abatement" signifies any measure or set of measures designed to permanently eliminate lead-based paint hazards from the target housing or child- occupied facility as defined in 40 CFR part 745, subpart L. Abatement includes, but is not limited to: 1. The removal of lead-based paint and lead-contaminated dust, the permanent enclosure or encapsulation of lead-based paint, the replacement of lead-painted surfaces or fixtures, and the removal or covering of lead-contaminated soil. 2. Preparation, cleanup, disposal, and post-abatement clearance testing activities associated with such measures. B. The term "Action Level" means an airborne concentration of lead of 30 micrograms per cubic meter of air calculated as an 8-hour time-weighted average (TWA). C. The term "Certified Inspector or Risk Assessor' means an individual who has been trained and is certified by the Environmental Protection Agency (EPA) to conduct lead- based paint inspections or risk assessments. D. The term "Child-occupied Facility" means a building, or portion of a building, constructed prior to 1978, visited regularly by the same child, 6 years of age or under, on at least two different days within any week (Sunday through Saturday period), provided that each day's visit lasts at least 3 hours, and the combined weekly visit lasts at least 6 hours, and the combined annual visits last at least 60 hours. Child-occupied facilities may include, but are not limited to, day-care centers, preschools and kindergarten classrooms. E. The term "Cleaning Verification Card" means a card developed and distributed, or LEAD REMEDIATION III-21 3908 Key West International Airport Noise Insulation Program Group 1 otherwise approved, by the EPA for the purpose of determining, through comparison of wet and dry disposable cleaning cloths with the card, whether post-renovation cleaning has been properly completed. F. The term "Common Area" means a portion of a building that is generally accessible to all residents or users. Common areas include(but are not limited to) hallways, stairways, laundry rooms, recreation rooms, playgrounds, community centers and fenced areas whether interior or exterior spaces. G. The term "Component" means a specific design or structural element, or fixture distinguished by its form, function, and location. A component can be located inside or outside the dwelling. Examples include (but are not limited to) ceilings, walls, floors, shelves, crown molding, trim, fences, handrails window sills and soffits. H. The term "Containment" means a process to protect workers and the environment by controlling exposures to the lead-contaminated dust and debris created during a renovation, repair or painting project. I. The term "Critical Barrier' indicates the perimeter of the enclosure within which lead disruption/removal work takes place. Critical Barriers may include existing floor, wall, and ceiling structures, as well as constructed partitions, closures and seals. J. The term "Encapsulant" means a substance that forms a barrier between lead-based paint and the environment using a liquid- applied coating (with or without reinforcement materials) or an adhesively bonded covering material. K. The term "Enclosure" means the use of rigid, durable construction materials that are mechanically fastened to the substrate in order to act as a barrier between lead-based paint and the environment. L. The term "Exposure Assessment" means a determination of employee exposure for a given task measured by air sampling. The Assessment must meet the criteria for objective data as outlined in the OSHA Lead in Construction Standard (29 CFR 1926.62). M. The term "Hazardous Waste" refers to a listed waste or any solid or liquid waste with one or more of the following characteristics: toxic, corrosive, flammable, explosive, combustible, oxidizer, pyrophoric, unstable (reactive) or water - reactive. This definition includes lead paint that has been removed from the substrate and has failed the TCLP for any reason. N. The term "Inspection" means a surface-by-surface investigation to determine the presence of lead-based paint and the provision of a report explaining the results of the investigation. O. The term "Lead-Based Paint" (LBP) is identified as paint or other surface coatings that contain lead equal to or in excess of 1.0 milligrams per square centimeter or more than 0.5 percent by weight or lesser value as defined by EPA. P. The term "Lead-Based Paint Risk Assessor/Certified Renovator" (LBP RA/CR) is LEAD REMEDIATION III-21 3909 Key West International Airport Noise Insulation Program Group 1 defined as someone that is certified by the Environmental Protection Agency (EPA) to conduct lead-based paint risk assessments and/or is an EPA Certified Renovator. Q. The term "Non-Hazardous Waste" refers to any solid or liquid waste not exhibiting characteristics of Hazardous Waste. This definition includes lead-based paint not removed from substrate and not failing TCLP for other characteristics. It also includes lead paint chips that do not fail the TCLP for any reason. R. The term "OSHA PEL" stands for the Permissible Exposure Limit established by the Occupational Safety and Health Administration for lead exposure. The OSHA PEL refers to an airborne concentration of lead of 50 micrograms per cubic meter of air calculated as an 8-hour time-weighted average (TWA). S. The term "Renovation" refers to a modification of all or part of any existing structure that disturbs a painted surface, including (but not limited to) removal/modification of painted surfaces, components or structures, surface preparation activities and window replacement as defined in 40 CFR part 745, subpart E. T. The term "Renovator' means a person who either performs or directs workers who perform a renovation. A certified renovator is a renovator who has successfully completed a renovator course accredited by the EPA. Note: because the term renovation is broadly defined by the EPA rule "Lead-Based Paint Renovation, Repair and Painting Program" contractors such as electricians and plumbers may be considered "renovators" under this rule. U. The term "RRP" stands for Title 40 CFR Part 745, Lead; Renovation, Repair, and Painting Program; Final Rule. V. The term "TCLP" stands for Toxicity Characteristic Leaching Procedure and refers to one of the tests to determine if waste is to be disposed of as a Hazardous Waste or non- hazardous solid waste. W. The term "Wet Disposable Cleaning Cloth" refers to a commercially available, pre- moistened, white disposable cloth designed to be used for cleaning hard surfaces such as countertops and uncarpeted floors. 1.6 CONTRACTOR QUALIFICATIONS A. Contractor: The Contractor must be an EPA Licensed Lead Based Paint Contractor. B. Training: The Contractor must employ an EPA Certified Renovator. The Contractor must have documented lead safe work practices training for all onsite workers. C. Previous Experience. The Contractor must demonstrate substantial experience with similar projects and provide references and follow all applicable OSHA safety and health programs. D. Demonstrated Ability of Workers: The Contractor must demonstrate that remediation workers have successfully completed the required EPA training regarding lead-based paint remediation. LEAD REMEDIATION III-21 3910 Key West International Airport Noise Insulation Program Group 1 E. Insurance: The Contractor must demonstrate that sufficient coverage is in force to meet Owner's requirements. F. Permits: The Contractor shall secure, pay for, and maintain in full force and effect until no longer necessary, all necessary licenses, and permits required by federal and state law, local ordinance, statute or regulations relevant to the work. G. Project Conditions: The Contractor shall acquaint himself/herself with all conditions that may affect the work as would be evident from a thorough investigation of the project site and the drawings and specifications covering the work. 1. It shall be the responsibility of the Contractor to carefully examine the physical condition of the project and coordinate all requirements and coordination of their work. H. The Contractor shall be responsible for all tests to be performed with regard to his/her work, as required by Federal, State, and/or local regulation. 1.7 LBP RA/CR A. Lead Based Paint Risk Assessor/Certified Renovator (LBP RA/CR): The NIP Program Manager will provide the services of a third-party LBP RA/CR certified by the EPA to review and approve the Lead RRP Activities. The LBP RA/CR shall verify removal of material that tested positive for lead. 1.8 VERIFICATION OF HAZARDOUS MATERIALS A. It is the Contractor's responsibility to verify that areas of work that have not been tested in the attached reports are free of lead, if additional materials are discovered during abatement activities. The Contractor is responsible for any verifications of lead testing as required in areas that have not been tested that are anticipated to be disturbed by the Work, at no additional cost to the Owner. The Contractor shall use the services of an EPA Lead Based Paint Risk Assessor for this determination. 1.9 PRE-CONSTRUCTION MEETINGS A. A pre-construction conference will be held to: 1. Inspect and discuss condition and extent of work to be performed on LBP materials. 2. Review and finalize the schedule. 3. Review requirements of work performed by other trades. 4. Coordinate work with other trades. 1.10 SUBMITTALS A. Pre-Work Submittals LEAD REMEDIATION III-21 3911 Key West International Airport Noise Insulation Program Group 1 1. Within ten (10) weeks of the Notice to Proceed -Permits, the Contractor shall submit all required pre-abatement submittals to the NIP Program Manager. After completion of the submittal review, additional information may be required for clarification of or in support of documents submitted. Work will not commence until the NIP Program Manager has approved all submittals, including owner notifications, employee certifications and physicals. Should any part of the submittal be disapproved, the entire submittal will be returned to the Contractor until corrections are made. 2. Lead Inspection Reports 3. A current (within 1 year), relevant (similar activities and paint concentrations on proposed RRP workers) negative exposure assessment for all RRP activities, or a. Physician's Written Opinion (current within 1 year) for all RRP workers in accordance with OSHA's Lead Standards (29 CFR 1910.1025 and 29 CFR 1926.62) and Respiratory Protection Standard (29 CFR 1910.134). b. Current (within 6 months) blood lead levels for all RRP workers (29 CFR 1910.1025 and 29 CFR 1926.62) c. Written Respiratory Protection Program in accordance with OSHA's Respiratory Protection Standard (29 CFR 1910.134). d. Fit Tests (current within 6 months) for all RRP workers in accordance with OSHA's Respiratory Protection Standard (29 CFR 1910.134). 4. Documented RRP training for each RRP worker. 5. Documented RRP training for each RRP Contractor Renovator 6. Work Schedule: Provide starting date, completion date, days to be worked (weekdays/weekends) and hours to be worked. 7. Safety Data Sheets (SDS): Provide an SDS for each cleaning agent selected for use on this Project. Substitution of alternative products is not permitted once Safety Data Sheets are submitted without authorization of the NIP Program Manager and resubmittal of SDS for substituting cleaning agents. 8. Any request for variance from this specification shall be in writing and submitted to the NIP Program Manager at least ten (10) days in advance of the submittal date. Approval shall be at the discretion of the NIP Program Manager. 1.11 QUALITY ASSURANCE A. Conform to all Federal, State, and Local regulations, guidelines and rules which govern the handling and disposal of lead impacted materials. LEAD REMEDIATION III-21 3912 Key West International Airport Noise Insulation Program Group 1 B. Record Keeping: 1. The Contractor shall maintain a Daily Project Log consisting of a three (3) ring binder. The daily project log will be utilized each day to document the following information: a. Date and time of the project b. Name of Certified Renovator c. Brief description of daily work activities PART 2 - PRODUCTS 2.1 PROTECTIVE CLOTHING A. The Contractor will provide the workers with the required protective disposal clothing as recommended in the referenced guidelines, consisting of full-body coveralls, head covers, gloves and boots. B. The Contractor will not under any circumstances permit any person to enter the work areas without the appropriate protective clothing and equipment. The Contractor will provide protective clothing for use by the LBP RA/CR. The Contractor will furnish as many sets as required for monitoring. 2.2 RESPIRATORY PROTECTION A. Respirators equipped with HEPA filters will be used, when required, and approved by the NIOSH. B. Respirators will be individually fit-tested to personnel on a yearly basis. C. No respirator will be issued to personnel without such personnel participating in a respiratory training program. 1. The Contractor shall provide and make available a sufficient quantity of respirator filters so that filter changes can be made as necessary during the workday. Filters will be removed and discarded during the decontamination process. Filters cannot be reused. Filters must be changed if breathing becomes difficult. PART 3 — EXECUTION 3.1 LEAD RENOVATION, GENERAL A. Conduct lead renovation, repair and painting activities in accordance with all state and federal regulations and guidelines. B. Assign a Certified Renovator to the project that will remain on- site during all renovation, repair and painting work. LEAD REMEDIATION III-21 3913 Key West International Airport Noise Insulation Program Group 1 C. Maintain at each job site and post the following documents: 1. Employee Respiratory Protection Program. 2. Company standard operating procedure. 3. This specification section. 4. Safety Data Sheets for products used on job. 5. EPA Renovator Certificates for each supervisor (initial and the most recent refresher). 6. Proof of lead awareness training and medical approvals for all workers on-site. 7. For renovations in common areas and childcare facilities post a written notification detailing the general nature and locations of the work and anticipated completion date. 8. For renovations in common areas and childcare facilities post a copy of the EPA lead pamphlet"Renovate Right- Important Lead Hazard Information for Families, Child Care Providers and Schools." D. Open-flame burning or torching of lead-based paint is prohibited. E. Machine sanding, grinding, abrasive blasting and sandblasting of lead-based paint is prohibited, unless the sanding, grinding, blasting, or sandblasting is conducted using a shrouded tool with a high-efficiency particulate air (HEPA) exhaust control that removes particles of 0.3 microns or larger from the air at an efficiency of 99.97% or more. F. Dry scraping of lead-based paint is permitted only in conjunction with heat guns or around electrical outlets. Operating a heat gun on lead-based paint is permitted only if the temperature generated by the heat gun is less than 1,100 OF. 3.2 HEALTH AND SAFETY REQUIREMENTS A. Exposure Assessment: If the Contractor has made a previous Exposure Assessment that is representative of the task to be performed on-site, the Contractor may rely on this data and determine the need for personal protective equipment and work practice controls based upon this data, if approved by the NIP Program Manager. B. Personal Air Monitoring: When the Contractor does not have an Exposure Assessment or the Assessment is determined to be insufficient, the Contractor must conduct personal air sampling in accordance with the OSHA's Lead Standards (29 CFR 1910.1025 and 29 CFR 1926.62). 3.3 PREPARATION A. General: Prepare Work Areas in a manner that will protect occupants and property and contain the work area so that no dust or debris leaves the work area. LEAD REMEDIATION III-21 3914 Key West International Airport Noise Insulation Program Group 1 B. Preparing Building Exteriors: Ensure adequate measures are in place to prevent dust and debris from escaping the work area and to limit airborne lead content below the Action Level of 30 pg/m3 (micrograms per cubic meter) adjacent to the Work Area. 1. Erect barricades and install warning tape or signs as necessary to prevent inadvertent exposure of passersby to LBP in all forms, including, but not necessarily limited to dust, particles, and fumes. 2. Completely cover grounds and vegetation extending 10 feet beyond the perimeter or a sufficient distance to collect falling debris with minimum 8-mil thick polyethylene sheets with joints between sheets lapped and taped; with one edge taped to adjacent building surfaces below area of work; and with free ends secured in position with stakes,tie-down lines or weights. Cover sufficient ground area to capture wind-blown chips, dust and particles. Contractor is responsible for any paint debris found at project completion. C. Preparing Building 1. Remove all objects from the work area or cover with plastic sheeting with all seams and edges sealed. 2. Cover the floor surface a minimum of six feet beyond the perimeter of the surfaces undergoing renovation or a sufficient distance to contain the dust, whichever is greater. 3. Post signs at all entrances to the work area that states the following (or equivalent): LEAD WORK AREA WARNING: POISON NO SMOKING OR EATING 3.4 WORK PRACTICES A. General: Perform renovation of LBP coated materials in compliance with the following requirements: 1. Restrict access to Work Area to essential personnel. 2. Use moist-removal methods where applicable. Do not over-saturate the Work Area. 3. For Transite shingles, carefully remove nails in each shingle and remove without breakage. If the shingle is broken, pick up all pieces and place in disposal bags. 4. Remove contaminated clothing and personal protective equipment before leaving the Work Area, or Work Area enclosure, as applicable. 5. If dust or debris is escaping the Work Area or if the Action Level is exceeded outside Work Area, discontinue work and modify Critical Barrier, or perform other modifications of methods or materials as required to prevent dust and debris LEAD REMEDIATION III-21 3915 Key West International Airport Noise Insulation Program Group 1 from escaping. 6. Prohibit eating, drinking, and smoking in the Work Area. 7. Collect and contain all paint chips, debris, personal, protective equipment and protective sheeting, daily. Seal in heavy duty bags or drums to prepare for proper disposal. 8. Use precautions (such as tack mats, shoe covers. HEPA vacuuming and or wet wiping) to ensure that all personnel, tools, waste containers and other items are free of dust and debris when leaving the area. 3.5 POST RENOVATION CLEANING A. Upon completion of work, mist the plastic sheeting and fold the plastic containment sheeting dirty side inward, after misting and seal edges or dispose of plastic in sealed bags. B. Brushing, brooming and other dry methods that generate airborne dust are prohibited. C. Remove and dispose of all solid waste used for protection and clean-up as Non- Hazardous Waste as indicated in Disposal Article (2.6) below. D. After cleanup is complete a Certified Renovator must perform a visual inspection to determine if dust, debris or residue is present. If dust, debris or residue is present the area must be re-cleaned and the visual inspection repeated. E. After the Certified Renovator is satisfied, the NIP Program Manager and LBP RA/CR will also perform a visual inspection to determine if dust, debris or residue is present. If dust, debris or residue is present the area must be re-cleaned and the visual inspection repeated. F. After the visual inspection has passed, exterior areas are considered clean. 3.6 DISPOSAL A. The Contractor will notify the NIP Program Manager in advance of the date and time that lead contaminated waste will be transported. B. To prevent exceeding available storage capacity on site, sealed and labeled containers of contaminated waste periodically shall be removed and transported to the disposal site. C. A completed generator label will be placed on each bag, drum, and wrapped component before transporting to the landfill site. D. Upon the completion of documented analytical testing on all generated waste, all regulated lead contaminated waste shall be disposed of at an authorized site in accordance with regulatory requirements of the EPA, RCRA, National Pollutant Discharge Elimination System (NPDES) and applicable state and local guidelines and LEAD REMEDIATION III-21 3916 Key West International Airport Noise Insulation Program Group 1 regulations. E. Wet wipe all containers in Work Area prior to transfer to load-out. Wet wipe containers again in loadout area prior to transfer to disposal vehicle. F. Temporary storage of lead contaminated waste at an intermediate location is not permitted except under special authorization from the NIP Program Manager. LEAD REMEDIATION III-21 3917 APPENDIX A ASBESTOS CONTAINING MATERIALS INSPECTION REPORTS 3918 Aliir('),Uest IPirouect #19814 III li II in IIt e r,e..........[�',I e II n7 ova t of o [Iqjort of BL I i I(',i i 1"I g VI a t e r,i a I S L i rvey, S a � lliIIn7g, a E v a I L i a t i o of As 1"",:) 0 C')I I t, il'rli DI nl g VI a t e II i a I s For: Parcel 4—Zavorotnii, Vadim 2801 Venetian Drive Key West, Florida 33040 Prepared For: Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Garden, Florida 33418 De c e ri n 11)e ii- ]9, 2()23 ,A iR u i" s r" EN '\,,r IR ON M E NTA L C. O,R'�I '�(HHIIIWH51/PY: I�Ireel, hirl kmderd,fle, I Phnne(9,A) .......... ........... \A�W\NArrme�l (,(m, 3'919 CER".r0CA"nor,4 PAGE ............... ............... ............... ............... ..............."I'l""I'll""I'll'llI'llI'll",'llI'llI'll'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""II...................... i rn i d 13 Illrr 1 IIr�i v a i c") r�l 1 Ilrt c")f BL,I III diIIIIg E v aIII Lmt III(1,'Yr'i As�:)(,")st(l,,I)s Mat(,,)Ir4Is Parcel 4— Zavorotnii, Vadim 2801 Venetian Drive Key West, Florida 33040 AirQuest Project #19814 �f I ii,e Il a a ii,e d ��� (:) ," Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Gardens, Florida 33418 AirQuest Environmental, Inc. 6851 Southwest 45th Street Fort Lauderdale, Florida 33314 Asbestos Consulting Business #ZA-304 --7hp George Raimundo Traci-Anne Boyle, CIH, CSP Industrial Hygienist FL Asbestos Consultant #AX-60 Project 419814 Limited Pre-Renovation Asbestos Survey 3920 xECu-nVE SLYMMARY ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... AirQuest Environmental,Inc. ("AirQuest")performed a limited pre-renovation survey for asbestos containing materials (ACM) within select areas of the interior and exterior of the single-family residence located at 2801 Venetian Drive, Key West, Florida 33040 ("the site"). The survey was performed on November 13, 2023, by AirQuest Industrial Hygienist, Mr. George Raimundo, a trained Asbestos Hazard Emergency Response Act(AHERA) certified asbestos inspector. The purpose of the survey was to locate and identify ACM within the site prior to renovation activities. The survey was performed in compliance with the requirements under the National Emission Standards for Hazardous Air Pollutants (NESHAPs) for an asbestos survey prior to renovation activities. The results of our observation and laboratory analysis did not identify ACM in the samples collected from the site. The scope of the survey was to locate and identify interior and exterior suspect building materials that may be impacted by upcoming soundproofing renovation activities,which include renovation to select windows, doors, and Heating, Ventilation and Air Conditioning (HVAC) system components. Materials included and sampled during the survey generally included wall systems, ceiling systems, caulking, and mastics associated with the air handler system. The remaining interior building materials and areas,the exterior, and the roof of the building were not included in the scope of the inspection. Destructive sampling procedures were not used to access the interior of wall cavities, fire doors, or above hard ceilings. If any materials are encountered during renovation activities that were not sampled in this report, the materials should not be disturbed until they have been sampled and identified as non-ACM through laboratory analysis. Written notice of intent to renovate or demolish is required ten (10)working days prior to the start of any construction activities. Even if no asbestos is present at the site,notification is still required. Notifications must contain certain specified information including, but not limited to, the scheduled starting and completion dates of the work,the location of the site,the names of operators or asbestos-removal contractors, methods of removal and the amount of asbestos, and whether the operation is a demolition or a renovation. All demolitions and renovations are "subject" to the Asbestos NESHAP insofar as owners and operators must determine if and how much asbestos is present at the site. The Asbestos NESHAP does not apply to residential structures with four or fewer dwellings (i.e., apartments or single-family homes) if they are not part of a larger project. Project 419814 iii Limited Pre-Renovation Asbestos Survey 3921 TA IB III...,III OF C ol°a4" IIE l°a4"r s ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... PAGE EXECUTIVE SUMMARY iii 1 INTRODUCTION AND SITE DESCRIPTION 1 2 SURVEY METHODS AND LABORATORY ANALYSIS 1 2.1 SURVEY METHODS 1 2.2 PLM AND PLM POINT COUNT 2 2.3 TRANSMISSION ELECTRON MICROSCOPY(TEM) 2 3 SUSPECT ASBESTOS CONTAINING MATERIALS 3 4 CONCLUSIONS AND RECOMMENDED RESPONSE ACTION 4 5 LIMITATIONS 4 I'ABLES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Table 1 —Laboratory Analysis and Summary ................................................................................ 3 APPENDICES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .ppeiri lb(, III eirtalicatk)iris .ppeiri lb(, IIIIII II...aIboiratoiry lRepoirt:a irid Chailri of Custody Record .ppeiri lb(, IIIIIIII Rhot:ogiraplhs .ppeiri lb(, IIV Sa irruple-.l1...(:)catk)iri l[): agira irri Project 419814 iv Limited Pre-Renovation Asbestos Survey 3922 AiiuQ;"?U at .�f III III r,I:,,I:,,l 0 D I..)c r,III 0 III 1 A I 1 D s III r'E D E S C III"l III III III o III AirQuest Environmental,Inc. ("AirQuest")performed a limited pre-renovation survey for asbestos containing materials (ACM) within select areas of the interior and exterior of the single-family residence located at 2801 Venetian Drive, Key West, Florida 33040 ("the site"). The survey was performed on November 13, 2023, by AirQuest Industrial Hygienist, Mr. George Raimundo, a trained Asbestos Hazard Emergency Response Act (AHERA) certified asbestos inspector (see Appendix I). The purpose of the survey was to locate and identify ACM within the site prior to renovation activities. The survey was performed in compliance with the requirements under the National Emission Standards for Hazardous Air Pollutants (NESHAPs) for an asbestos survey prior to renovation activities. The scope of services for this project consisted of the following five steps: ➢ Building Walk-Through and Observations, ➢ Bulk Sampling of Suspect ACM, ➢ Polarized Light Microscopy (PLM) Analysis of Bulk Samples, ➢ Hazard Assessment and Evaluation, and ➢ Final Report Preparation. The site was a single-family residence. The interior walls were finished with drywall system. Interior window white caulk was present around the windows. The exterior walls were finished with grey fibrous board. 2, S l ) II["IV EY IM E r, 0 D S A I 1 D I A B 0 ["1 A r,o ["lY AIII 1 A I YS III S The sampling protocol used generally follows AHERA guidelines. AHERA was promulgated by the United States Environmental Protection Agency (EPA) in 1987 and regulated public schools. I I S lU 1,?,,�,V )' II"°°tI 1C.]. 1 ')b Suspect materials are differentiated into three categories: surfacing material, thermal system insulation, or miscellaneous material. Surfacing material is anything that is sprayed or troweled onto a surface. Thermal system insulation is material used to insulate HVAC pipes,tanks, etc., and miscellaneous material is any other type of material. A homogeneous area is defined as an area of surfacing material, thermal system insulation material, or miscellaneous material that is uniform in color and texture. A homogeneous area is not limited to only one room and may be found in several rooms. Sample selection in the building was determined by identifying the homogeneous areas and basing sampling locations upon these areas. Project 419814 1 Limited Pre-Renovation Asbestos Survey 3923 AiiuQ;"?U at In conducting the building inspection in compliance with local, state, and federal regulations, all suspected ACM which were accessible to the inspector, were either sampled to confirm the actual presence of asbestos or assumed to contain asbestos. Building areas between walls,under floors,under concrete slabs and above permanent ceilings, all of which could not be accessed,were not visually inspected nor were materials therein sampled as a part of this building inspection. Due to the fact that over 3,600 different building products are recognized as asbestos containing building materials, it cannot be said that all such products that may be included in the site have been, or could be, identified. v2, `II V"I Ar,IIIf") l "'I C lUNll_1' Analysis was performed using PLM with dispersion staining. The laboratory is rated proficient through the National Institute of Standards and Technology - National Voluntary Laboratory Accreditation Program (NIST-NVLAP) for bulk asbestos analysis. NESHAP defines ACM as containing more than 1% asbestos as determined using PLM (as specified in Appendix E, Subpart E, 40 CFR part 763, Section 1, Polarized Light Microscopy). NESHAP defines friable ACM as any material containing more than 1 percent(%) asbestos that, when dry, can be crumbled,pulverized, or reduced to a powder by hand pressure. If the asbestos content of a friable material is less than ten (10) % as determined by a method other than point counting by PLM, the Owner may elect to verify the asbestos content by point counting using PLM. Estimates of quantities of ACM were based upon the identification of suspect materials. Where suspected ACM were located behind walls, above ceilings, beneath carpeting, or other concealed conditions and the quantities cannot be verified, the estimate is based upon the conditions present during the survey. These estimates are not to be considered absolute and should be verified when the ACM is exposed. . r`p��� ��ii III' f II b �ii "ll Iq II � ����1r u « °III IV'" �II p�� �� If:�u� Ilr 1 The method of bulk sample analysis, PLM, is not 100% absolute in the identification of ACM. There are many factors which may contribute to false negatives being reported. Some of the more common factors include non-homogeneity of the building material and the optical variations of the microscopist. Because of the inherent limitations of PLM Bulk Sample analysis, the owner may elect to re-analyze the reported negative PLM samples by TEM to determine whether they may be regulated under NESHAPs. In order to obtain an absolute analysis of a building material, any reported negative sample suspect of being asbestos or any material not sampled should be analyzed by Transmission Electron Microscopy (TEM) with energy dispersive x-ray analysis (EDAX) for bulk-sample confirmation. Interpretation of TEM results must be viewed with caution as these procedures are not presently recognized by EPA regulations. However, they are useful analytical techniques for confirmation of non-friable materials when PLM results are inconclusive. Project 419814 2 Limited Pre-Renovation Asbestos Survey 3924 AiiuQ;"?U au This analytical technique is described in the EPA Guidance Document, EPA/600 R-93/116, July 1993, Test Method—Method for the Determination of Asbestos in Bulk Building Materials. This method, Analytical Electron Microscopy (AEM), also referred to as TEM, can often be a reliable method for the detection and positive identification of asbestos in some bulk building materials, both friable and nonfriable. The method is particularly applicable to bulk materials that contain a large amount of interfering materials that can be removed by asking and/or dissolution and contain asbestos fibers that are not resolved by PLM techniques. Many floor tiles and plasters would be included in the type of sample. In combination with suitable specimen preparation techniques,the AEM method can also be used to quantify asbestos concentrations. The TEM analytical methodology is also referred to in an EPA Advisory, Federal Register, Vol. 59, No. 146, August 1, 1994, Advisory Regarding Availability of an Improved Asbestos Bulk Sample Analysis Sample Test Method, Supplementary Information on Bulk Sample Collection and Analysis. The Advisory states that this approach should be considered for the following circumstances: (1) Floor tiles which may contain thin fibers, and which were analyzed under the 1982 PLM method and found not to be asbestos containing; and (2) materials such as hard wall and acoustical plaster, stucco or other similar multi-layered materials or systems which were not analyzed and reported by layers (discrete strata). �h l..) �� �..� �,"� `a" [` �� ��h� �,�� ndti�� �h� �..� ndti�� III �,�� III III III III Three (3) homogeneous areas (HA) of suspect material were identified and a total of eight (8) samples were collected. Sample descriptions and laboratory results are summarized in Table 1. A copy of the laboratory report and chain of custody record is included in Appendix 11. Photographs of each HA are included in Appendix III. A diagram showing sample locations is included in Appendix IV. IC'aIbe ..... III...aIboiratoir+ Airia ysw w a irid Suirriirriairy Samples Collected on November 13, 2023 Q �,,�,,°a,q ��1�11�jUDla�� ;➢r, � a o ¢ w�., �" o a �� k��q�� �b 4W �oiiQr � �� w� 111E �No. PRCL 04-01 1 South Area Drywall System Walls ND PRCL 04-02 1 Northeast Area Drywall System Walls ND PRCL 04-03 1 North Area Drywall System Walls ND PRCL 04-04 2 South Area Interior White ND Window Caulking PRCL 04-05 2 East Area Interior White ND Window Caulking PRCL 04-06 3 Northeast Area Grey Fibrous Board at ND Exterior Wall Project 419814 3 Limited Pre-Renovation Asbestos Survey 3925 "?UCSt PRCL 04-07 3 North Area Grey Fibrous Board at ND Exterior Wall PRCL 04-08 3 Northwest Area Grey Fibrous Board at ND Exterior Wall zl[ C 0 III 1 C I S 0 III 1 S III 1 D [,"l E C 0 III IIIN4 E N1 D E D [,"l E S IIID 0 III 1 S E A c r,III oIII The results of our observation and laboratory analysis did not identify ACM within the samples collected from the site. Destructive sampling procedures were not used to access the interior of wall cavities, fire doors, or above hard ceilings. If any materials are encountered during renovation activities that were not sampled in this report, the materials should not be disturbed until they have been sampled and identified as non-ACM through laboratory analysis. Written notice of intent to renovate or demolish is required ten (10)working days prior to the start of any construction activities. Even if no asbestos is present at the site,notification is still required. Notifications must contain certain specified information, including but not limited to, the scheduled starting and completion dates of the work,the location of the site,the names of operators or asbestos removal contractors, methods of removal and the amount of asbestos, and whether the operation is a demolition or a renovation. All demolitions and renovations are "subject" to the Asbestos NESHAP insofar as owners and operators must determine if and how much asbestos is present at the site. The Asbestos NESHAP does not apply to residential structures with four or fewer dwellings (i.e., apartments or single-family homes) if they are not part of a larger project. 5 1 III III III r'A r,III o s The scope of the survey was to locate and identify interior and exterior suspect building materials that may be impacted by upcoming soundproofing renovation activities,which include renovation to select windows, doors, and Heating, Ventilation and Air Conditioning (HVAC) system components. Materials included and sampled during the survey generally included wall systems, ceiling systems, caulking, and mastics associated with the air handler system. This report was prepared in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. This report was prepared for the exclusive use of the client and assigned agents and is not intended for any other purposes. Our report is based on the information available to us at the time of our investigation and is limited in scope to the stated purpose and/or the area(s) inspected. Other conditions elsewhere in the site may differ from those in the inspected locations and such conditions are unknown, may change over time, and/or have not been considered. This report does Project 419814 4 Limited Pre-Renovation Asbestos Survey 3926 AiiuQ;"?U at not claim to identify all potential hazards and/or contaminants that may be present, nor does it imply any medical opinion on the relationship of potential health effects with any reported hazards and/or contaminants. Our opinions are based on our findings and professional expertise, with no guaranty or warranty implied herein. The data obtained in this report does not establish the habitability of the site, nor does it determine if a building is safe or unsafe. Should additional information become available, we reserve the right to determine the impact, if any, of the new information on our opinions, conclusions, and recommendations, if necessary, as warranted by the discovery of the additional information. AirQuest accepts no responsibility for interpretation of this report by others. Its contents shall not be used or relied upon by other parties without prior written authorization by AirQuest. Project 419814 5 Limited Pre-Renovation Asbestos Survey 3927 Appendix Certifications ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 3928 ..... �C'�' omooi 00000mumoo �-5 70Z O a--; 217 E u O W -a (N W c� U-) 4-1 DC W W °J L/i 0 A W Z4-1 Cu o o, f u W/ %, /�j/' r ' % N Cu i1Z Cu LU 4-1 LL �irl� \W LL/ �PJ f%i, �', O Z '� Cu W M, W V I 1 % a j I— 1 /� %�r % L� Cu �i „ , r r� /r iiD/� �rN bi /�r / a Q W �� I r r % I/ Z O r / i///� i ��� I IIIJ////of i 1 76 W �� �/ia Al� A/ O_ V_ +� tx /mm E/ (A f 1 /r j % aii�i '� /� N 0 O / %%// _ OW ra��,! 4-1 LU 0 CO Q a� Z N O a� W Q u 0 W a V H o FRI � W H 0 � 0 MCI ----3929 0 M M M The Environmental Institute Paulo Georcie Raimundo Social Security umber-XXX-XX-1587 AirQuest Environmental, Inc.-6851 SW 45th Street, Davie, FL 33314 Has completed 4 hours of coursework and satisfactorily passed an examination that meets al/criteria required for EPA/AHERA/ASHARA (TSCA Title ll) Approved Reaccreditation Asbestos in Buildings: Inspector Refresher May I6, 2023 19445 Course Date Certificate Number May 16, 2023 Examination Date May 16, 2024 Expiration Date j ThohAT&La nthal-Course Director i Training Location: 6851 SW 45th Street, Davie, FL 33314 (Approved by the ABIH Certification Maintenance Committee for 1/2 CM point-Approval#11-577) (Florida Provider Registration Number FL49-0001342-Course#FL49-0002805) TO-1395 S. Marietta Parkway SE-Building 100,Suite 124-Marietta, GA 30067 Phone:770-427-3600-Website:www.tei-ati.com /Appenclix Laboratory r iRecord ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 3931 EMSL Analytical, Inc. EMSL Order: 172306464 Customer ID: AQE63 19501 NE 10th Ave.Bay A N.Miami Beach,FL 33179 Customer PO: Tel/Fax:(305)650-0577/(305)650-0578 M http://www.EMSL.com/miamilab@emsl.com Project ID: Attention: Lab Results Phone: (954)792-4549 AirQuest Environmental, Inc. Fax: (954)792-2221 6851 Southwest 45th Street Received Date: 11/22/2023 9:55 AM Fort Lauderdale, FL 33314 Analysis Date: 11/27/2023 Collected Date: 11/13/2023 Project: 19814-Jacobs/2801 Venetian Dr., Key West, FL. Test Report:Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E Appendix E supplemented with EPA 600IR-931116 using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance %Fibrous %Non-Fibrous %Type PRCL 04-01 Drywall System Brown/White 10%Cellulose 90%Non-fibrous(Other) None Detected Fibrous 1 723064 64-000 1 Heterogeneous PRCL 04-02 Drywall System Brown/White 100%Non-fibrous(Other) None Detected Fibrous 172306464-0002 Heterogeneous PRCL 04-03 Drywall System Brown/White 100%Non-fibrous(Other) None Detected Fibrous 172306464-0003 Heterogeneous PRCL 04-04 Caulking White 100%Non-fibrous(Other) None Detected Non-Fibrous 172306464-0004 Homogeneous PRCL 04-05 Caulking White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 64-000 5 Homogeneous PRCL 04-06 Fibrous Board White 100%Non-fibrous(Other) None Detected Non-Fibrous 172306464-0006 Homogeneous PRCL 04-07 Fibrous Board Gray 2%Cellulose 98%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 64-000 7 Homogeneous PRCL 04-08 Fibrous Board Gray 2%Cellulose 98%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 64-000 8 Homogeneous 6171 Analyst(s) 7 Kim Wallace(8) Kimberly Wallace,Laboratory Manager or Other Approved Signatory EMSL maintains liability limited to cost of analysis.Interpretation and use of test results are the responsibility of the client.This report relates only to the samples reported above,and may not be reproduced,except in full,without written approval by EMSL.EMSL bears no responsibility for sample collection activities or analytical method limitations.The report reflects the samples as received. Results are generated from the field sampling data(sampling volumes and areas,locations,etc.)provided by the client on the Chain of Custody.Samples are within quality control criteria and met method specifications unless otherwise noted.The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR(previously EPA 600/M4-82-020"Interim Method") but augmented with procedures outlined in the 1993("final')version of the method. This report must not be used by the client to claim product certification,approval,or endorsement by NVLAP,NIST or any agency of the federal government.Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis.Unless requested by the client,building materials manufactured with multiple layers(i.e.linoleum,wallboard,etc.)are reported as a single sample.Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical,Inc.N.Miami Beach,FL NVLAP Lab Code 200204-0 Initial report from:11/27/2023 09:33:47 ASS PLM 0008...,0001 f,'/"S Printed:11/27/2023 9:33 AM Pa 3932 I i\ } abed EEBE E ƒ / � U- \ f a d g - u m 7 § E % 3 I o cu z z » CL § � u - . . f § C rq > - rn CO o \ G O c e � o § i k / / 2 \ w L + ¥ x vLLJ GJ :e3 m � � m � M Ln a- CL / ul 0 0 0 \ \ n ¥ E| 2 7 7 7 k \ e s 7 o / e P 0 -1 -1 7 7cc o 3 \ \ \ : ) ) ) ƒ 5 < \ / k \ \ o \ \ \ f q 3 3 I �.ƒ ) E� - --- --4 -�- z k \ } c ca & ca LL 2 ƒ \ § f 7 ) 7 f § ƒ § « # < < y < m E E E ° \ cl \ \ / k \ � e s q u e \ Z m o Z § \ \ \ I Z� Z 2 | � § \ E cd 0 e m 2 m § ri / ¥ a / a @ a a } R \ f = E � z / # 2 m m \ /% \ _ & z f w I c 2 / / o o / g S 2 S 2 k , § 2 ƒ / a a 3 % % % k r m 6 ° m . G G = —j u u u u u 7 D § U o Q o 0 o Q O £ © § $ ƒ E E E ƒ E E E 7 / / UD � n- � / w w \ w g a 5 #9#9OEz:I :GI=a9=0 AppendixIII Photographs ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 3934 Floor Plan Exterior of Residence I 1 I } HA I - Drywall System Wall HA 2 - Interior White Window Caulking INIO IMAGE AVA u, I LAB L E. HA 3 - Gray Fibrous Board at Exterior Wall q w it 3amPle p& I �I I l' iff Project 419814 Page 1 of 1 3935 Appendix Sample-Location Diagram ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 3936 ti �J E ro,� M 0 00 4-J U era era aa' o COXI 0 C3 40J 0 ........... > Rik 0 m 1 0 1 0 z 0 LD z o N Z F- Al C 0 X A 13 ......... ........ ............................................................................. LL 0 0 z .......... ...................................... A < LU ............................................................................................................... > 00 .......... Z LLJ > 5 LU lui 0 w q < rr T lily('), nest IPirouect #19814 i rn i d 13 Illrr 1 IIr�i v a c") r�i r,')o rt f B LI i III d i III011 g III III a r i a LIIII"'V("'?Y) a rn i r�i g, a r�i d E v aIII L,i a c") r�l For: Parcel 5 — Phillips, Susan 2827 Venetian Drive Key West, Florida 33040 Prepared For: Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Garden, Florida 33418 De c e ri n 11)e ii- ]9, 2()2 3 ,A iR u i" s r" EN '\,,r I ON M E NTA L C. O,R'�I '�(Hflh\AW51/PY: I�Ireel, hirl kmderd,le, I Phnne(9,A) .......... ........... \A�W\NArrme�l (,(nm 3'938 CER".r0CA"nor,4 PAGE ............... ............... ............... ............... ..............."I'l""I'll""I'll'llI'llI'll",'llI'llI'll'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""II...................... i rn i d 13 Illrr 1 IIr�i v a i c") r�l 1 Ilrt c")f BL,I III diIIIIg E v aIII Lmt III(1,'Yr'i As�:)(,")st(l,,I)s Mat(,,)Ir4Is Parcel 5 — Phillips, Susan 2827 Venetian Drive Key West, Florida 33040 AirQuest Project #19814 �f I ii,e Il a a ii,e d ��� (:) ," Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Gardens, Florida 33418 AirQuest Environmental, Inc. 6851 Southwest 45th Street Fort Lauderdale, Florida 33314 Asbestos Consulting Business #ZA-304 N"'h George Raimundo Traci-Anne Boyle, CIH, CSP Industrial Hygienist FL Asbestos Consultant #AX-60 D c,c c,ri 11)c,11- 11.E , 2()2 3 Project 419814 Limited Pre-Renovation Asbestos Survey 3939 xECu-nVE SLYMMARY ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... AirQuest Environmental,Inc. ("AirQuest")performed a limited pre-renovation survey for asbestos containing materials (ACM) within select areas of the interior and exterior of the single-family residence located at 2827 Venetian Drive, Key West, Florida 33040 ("the site"). The survey was performed on November 13, 2023, by AirQuest Industrial Hygienist, Mr. George Raimundo, a trained Asbestos Hazard Emergency Response Act(AHERA) certified asbestos inspector. The purpose of the survey was to locate and identify ACM within the site prior to renovation activities. The survey was performed in compliance with the requirements under the National Emission Standards for Hazardous Air Pollutants (NESHAPs) for an asbestos survey prior to renovation activities. The results of our observation and laboratory analysis did not identify ACM in the samples collected from the site. The scope of the survey was to locate and identify interior and exterior suspect building materials that may be impacted by upcoming soundproofing renovation activities,which include renovation to select windows, doors, and Heating, Ventilation and Air Conditioning (HVAC) system components. Materials included and sampled during the survey generally included wall systems, ceiling systems, caulking, and mastics associated with the air handler system. The remaining interior building materials and areas,the exterior, and the roof of the building were not included in the scope of the inspection. Destructive sampling procedures were not used to access the interior of wall cavities, fire doors, or above hard ceilings. If any materials are encountered during renovation activities that were not sampled in this report, the materials should not be disturbed until they have been sampled and identified as non-ACM through laboratory analysis. Written notice of intent to renovate or demolish is required ten (10)working days prior to the start of any construction activities. Even if no asbestos is present at the site,notification is still required. Notifications must contain certain specified information including, but not limited to, the scheduled starting and completion dates of the work,the location of the site,the names of operators or asbestos-removal contractors, methods of removal and the amount of asbestos, and whether the operation is a demolition or a renovation. All demolitions and renovations are "subject" to the Asbestos NESHAP insofar as owners and operators must determine if and how much asbestos is present at the site. The Asbestos NESHAP does not apply to residential structures with four or fewer dwellings (i.e., apartments or single-family homes) if they are not part of a larger project. Project 419814 iii Limited Pre-Renovation Asbestos Survey 3940 TA IB III...,III OF C ol°a4" IIE l°a4"r s ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... PAGE EXECUTIVE SUMMARY iii 1 INTRODUCTION AND SITE DESCRIPTION 1 2 SURVEY METHODS AND LABORATORY ANALYSIS 1 2.1 SURVEY METHODS 1 2.2 PLM AND PLM POINT COUNT 2 2.3 TRANSMISSION ELECTRON MICROSCOPY(TEM) 2 3 SUSPECT ASBESTOS CONTAINING MATERIALS 3 4 CONCLUSIONS AND RECOMMENDED RESPONSE ACTION 4 5 LIMITATIONS 4 I'ABLES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Table 1 —Laboratory Analysis and Summary ................................................................................ 3 APPENDICES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .ppeiri lb(, III eirtaficatk)iris .ppeiri lb(, IIIIII II...aIboiratoiry lRepoirt:a irid Chailri of Custody Record .ppeiri lb(, IIIIIIII Rhot:ogiraplhs .ppeiri lb(, IIV Sa irruple-.l1...(:)catk)iri l[): agira irri Project 419814 iv Limited Pre-Renovation Asbestos Survey 3941 AiiuQ;"?U at .�f III III r,I:,,I:,,l 0 D I..)c r,III 0 III 1 A I 1 D s III r'E D E S C III"l III III III o III AirQuest Environmental,Inc. ("AirQuest")performed a limited pre-renovation survey for asbestos containing materials (ACM) within select areas of the interior and exterior of the single-family residence, located at 2827 Venetian Drive, Key West, Florida 33040 ("the site"). The survey was performed on November 13, 2023, by AirQuest Industrial Hygienist, Mr. George Raimundo, a trained Asbestos Hazard Emergency Response Act (AHERA) certified asbestos inspector (see Appendix I). The purpose of the survey was to locate and identify ACM within the site prior to renovation activities. The survey was performed in compliance with the requirements under the National Emission Standards for Hazardous Air Pollutants (NESHAPs) for an asbestos survey prior to renovation activities. The scope of services for this project consisted of the following five steps: ➢ Building Walk-Through and Observations, ➢ Bulk Sampling of Suspect ACM, ➢ Polarized Light Microscopy (PLM) Analysis of Bulk Samples, ➢ Hazard Assessment and Evaluation, and ➢ Final Report Preparation. The site was a single-family residence. The building was constructed of wood siding. The interior walls were finished with drywall system. Interior window white caulk was present around the windows. 2 S l III IV EY M E r 0 D S A I 1 D I A B 0 ["1 A r o ["lY AIII 1 A I YS III S The sampling protocol used generally follows AHERA guidelines. AHERA was promulgated by the United States Environmental Protection Agency (EPA) in 1987 and regulated public schools. I I S lU 1,?,,�,V )' II"°°tI 1C.]. 1 ')b Suspect materials are differentiated into three categories: surfacing material, thermal system insulation, or miscellaneous material. Surfacing material is anything that is sprayed or troweled onto a surface. Thermal system insulation is material used to insulate HVAC pipes,tanks, etc., and miscellaneous material is any other type of material. A homogeneous area is defined as an area of surfacing material, thermal system insulation material, or miscellaneous material that is uniform in color and texture. A homogeneous area is not limited to only a room and may be found in several rooms. Sample selection in the building was determined by identifying the homogeneous areas and basing sampling locations upon these areas. Project 419814 1 Limited Pre-Renovation Asbestos Survey 3942 AiiuQ;"?U at In conducting the building inspection in compliance with local, state, and federal regulations, all suspected ACM which were accessible to the inspector, were either sampled to confirm the actual presence of asbestos or assumed to contain asbestos. Building areas between walls,under floors,under concrete slabs and above permanent ceilings, all of which could not be accessed,were not visually inspected nor were materials therein sampled as a part of this building inspection. Due to the fact that over 3,600 different building products are recognized as asbestos containing building materials, it cannot be said that all such products that may be included in the site have been, or could be, identified. v2, `II V"I Ar,IIIf") l "'I C lUNll_1' Analysis was performed using PLM with dispersion staining. The laboratory is rated proficient through National Institute of Standards and Technology - National Voluntary Laboratory Accreditation Program (NIST-NVLAP) for bulk asbestos analysis. NESHAP defines ACM as containing more than 1% asbestos as determined using PLM (as specified in Appendix E, Subpart E, 40 CFR part 763, Section 1, Polarized Light Microscopy). NESHAP defines friable ACM as any material containing more than 1 percent(%) asbestos that, when dry, can be crumbled,pulverized, or reduced to a powder by hand pressure. If the asbestos content of a friable material is less than ten (10) % as determined by a method other than point counting by PLM, the Owner may elect to verify the asbestos content by point counting using PLM. Estimates of quantities of ACM were based upon the identification of suspect materials. Where suspect ACM were located behind walls, above ceilings, beneath carpeting, or other concealed conditions and the quantities cannot be verified, the estimate is based upon the conditions present during the survey. These estimates are not to be considered absolute and should be verified when the ACM is exposed. . r`p��� ��ii III' f II b �ii "ll Iq II � ����1r u « °III IV'" �II p�� �� If:�u� Ilr 1 The method of bulk sample analysis, PLM, is not 100% absolute in the identification of ACM. There are many factors which may contribute to false negatives being reported. Some of the more common factors include non-homogeneity of the building material and the optical variations of the microscopist. Because of the inherent limitations of PLM Bulk Sample analysis, the owner may elect to re-analyze the reported negative PLM samples by TEM to determine whether they may be regulated under NESHAPs. In order to obtain an absolute analysis of a building material, any reported negative sample suspect of being asbestos or any material not sampled should be analyzed by Transmission Electron Microscopy (TEM) with energy dispersive x-ray analysis (EDAX) for bulk-sample confirmation. Interpretation of TEM results must be viewed with caution as these procedures are not presently recognized by EPA regulations. However, they are useful analytical techniques for confirmation of non-friable materials when PLM results are inconclusive. Project 419814 2 Limited Pre-Renovation Asbestos Survey 3943 AiiuQ;"?U au This analytical technique is described in the EPA Guidance Document, EPA/600 R-93/116, July 1993, Test Method—Method for the Determination of Asbestos in Bulk Building Materials. This method, Analytical Electron Microscopy (AEM), also referred to as TEM, can often be a reliable method for the detection and positive identification of asbestos in some bulk building materials, both friable and nonfriable. The method is particularly applicable to bulk materials that contain a large amount of interfering materials that can be removed by asking and/or dissolution and contain asbestos fibers that are not resolved by PLM techniques. Many floor tiles and plasters would be included in the type of sample. In combination with suitable specimen preparation techniques,the AEM method can also be used to quantify asbestos concentrations. The TEM analytical methodology is also referred to in an EPA Advisory, Federal Register, Vol. 59, No. 146, August 1, 1994, Advisory Regarding Availability of an Improved Asbestos Bulk Sample Analysis Sample Test Method, Supplementary Information on Bulk Sample Collection and Analysis. The Advisory states that this approach should be considered for the following circumstances: (1) Floor tiles which may contain thin fibers, and which were analyzed under the 1982 PLM method and found not to be asbestos containing; and (2) materials such as hard wall and acoustical plaster, stucco or other similar multi-layered materials or systems which were not analyzed and reported by layers (discrete strata). �h l..) �� �..� �,"� `a` [` �� ��h� �,�� ndti�� �h� �..� ndti�� III �,�� III III III III Two(2)homogeneous areas (HA)of suspect material were identified and a total of five(5)samples were collected. The laboratory split the samples into layers, resulting in the analysis of eight(8) samples. Sample descriptions and laboratory results are summarized in Table 1. A copy of the laboratory report and chain of custody record is included in Appendix 11. Photographs of each HA are included in Appendix III. A diagram showing sample locations is included in Appendix IV. IC'aIbe ..... II I...alboiratoir+ Airia ysw w a irid Suirriirriairy Samples Collected on November 13, 2023 PRCL 05-01 1 Central Area Drywall System Walls ND PRCL 05-02 1 West Area Drywall System Walls ND PRCL 05-03 1 Central Area Drywall System Walls ND PRCL 05-04 2 Southwest Area Interior White Caulk ND PRCL 05-05 2 Southeast Area Interior White Caulk ND HA-Homogenous Area ND-None Detected Project 419814 3 Limited Pre-Renovation Asbestos Survey 3944 A "?UCSt /1[ C C N1 `�id�0 N1 S A N1 D [,"l E C 0 N4 N4 E N1 D E D [,"l E S 0 N1 S E. ......... Ac r,III oIII The results of our observation and laboratory analysis did not identify ACM within the samples collected from the site. Destructive sampling procedures were not used to access the interior of wall cavities, fire doors, or above hard ceilings. If any materials are encountered during renovation activities that were not sampled in this report, the materials should not be disturbed until they have been sampled and identified as non-ACM through laboratory analysis. Written notice of intent to renovate or demolish is required ten (10)working days prior to the start of any construction activities. Even if no asbestos is present at the site,notification is still required. Notifications must contain certain specified information, including but not limited to, the scheduled starting and completion dates of the work,the location of the site,the names of operators or asbestos removal contractors, methods of removal and the amount of asbestos, and whether the operation is a demolition or a renovation. All demolitions and renovations are "subject" to the Asbestos NESHAP insofar as owners and operators must determine if and how much asbestos is present at the site. The Asbestos NESHAP does not apply to residential structures with four or fewer dwellings (i.e., apartments or single-family homes) if they are not part of a larger project. The scope of the survey was to locate and identify interior and exterior suspect building materials that may be impacted by upcoming soundproofing renovation activities,which include renovation to select windows, doors, and Heating, Ventilation and Air Conditioning (HVAC) system components. Materials included and sampled during the survey generally included wall systems, ceiling systems, caulking, and mastics associated with the air handler system. This report was prepared in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. This report was prepared for the exclusive use of the client and assigned agents and is not intended for any other purposes. Our report is based on the information available to us at the time of our investigation and is limited in scope to the stated purpose and/or the area(s) inspected. Other conditions elsewhere in the site may differ from those in the inspected locations and such conditions are unknown, may change over time, and/or have not been considered. This report does not claim to identify all potential hazards and/or contaminants that may be present, nor does it imply any medical opinion on the relationship of potential health effects with any reported hazards and/or contaminants. Our opinions are based on our findings and professional expertise, with no guaranty or warranty implied herein. The data obtained in this report does not establish the habitability of the site, nor does it determine if a building is safe or unsafe. Should additional information become available, we reserve the right to determine the impact, if any, of the new information on our opinions, conclusions, and recommendations, if necessary, as warranted by the discovery of the additional information. AirQuest accepts no responsibility for interpretation of Project 419814 4 Limited Pre-Renovation Asbestos Survey 3945 AiiuQ;"?U at this report by others. Its contents shall not be used or relied upon by other parties without prior written authorization by AirQuest. Project 419814 5 Limited Pre-Renovation Asbestos Survey 3946 Appendix Certifications ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 3947 ..... �C'�' omooi 00000mumoo �-5 70Z O a--; 217 E u O W -a (N W c� U-) 4-1 DC W W °J L/i 0 A W Z4-1 Cu o o, f u W/ %, /�j/' r ' % N Cu i1Z Cu LU 4-1 LL �irl� \W LL/ �PJ f%i, �', O Z '� Cu W M, W V I 1 % a j I— 1 /� %�r % L� Cu �i „ , r r� /r iiD/� �rN bi /�r / a Q W �� I r r % I/ Z O r / i///� i ��� I IIIJ////of i 1 76 W �� �/ia Al� A/ O_ V_ +� tx /mm E/ (A f 1 /r j % aii�i '� /� N 0 O / %%// _ OW ra��,! 4-1 LU 0 CO Q a� Z N O a� W Q u 0 W a V H o FRI � W H 0 � 0 MCI ----3948 d M The Environmental Institute Paulo Georcie Raimundo Social Security umber-XXX-XX-1587 AirQuest Environmental, Inc.-6851 SW 45th Street, Davie, FL 33314 Has completed 4 hours of coursework and satisfactorily passed an examination that meets al/criteria required for EPA/AHERA/ASHARA (TSCA Title ll) Approved Reaccreditation Asbestos in Buildings: Inspector Refresher May I6, 2023 19445 Course Date Certificate Number May 16, 2023 Examination Date May 16, 2024 Expiration Date j ThohAT&La nthal-Course Director i Training Location: 6851 SW 45th Street, Davie, FL 33314 (Approved by the ABIH Certification Maintenance Committee for 1/2 CM point-Approval#11-577) (Florida Provider Registration Number FL49-0001342-Course#FL49-0002805) TO-1395 S. Marietta Parkway SE-Building 100,Suite 124-Marietta, GA 30067 Phone:770-427-3600-Website:www.tei-ati.com /Appenclix Laboratory r iRecord ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 3950 EMSL Analytical, Inc. EMSL Order: 172306469 Customer ID: AQE63 19501 NE 10th Ave.Bay A N.Miami Beach,FL 33179 Customer PO: Tel/Fax:(305)650-0577/(305)650-0578 M http://www.EMSL.com/miamilab@emsl.com Project ID: Attention: Lab Results Phone: (954)792-4549 AirQuest Environmental, Inc. Fax: (954)792-2221 6851 Southwest 45th Street Received Date: 11/22/2023 9:55 AM Fort Lauderdale, FL 33314 Analysis Date: 11/27/2023 Collected Date: 11/13/2023 Project: 19814-Jacobs/2827 Venetian Dr., Key West, FL. Test Report:Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E Appendix E supplemented with EPA 600IR-931116 using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance %Fibrous %Non-Fibrous %Type PRCL 05-01-Drywall Drywall System Brown/White 10%Cellulose 90%Non-fibrous(Other) None Detected Fibrous 1 723064 69-000 1 Heterogeneous PRCL 05-01-Joint Drywall System White 100%Non-fibrous(Other) None Detected Compound Non-Fibrous Homogeneous 172306469-0001A PRCL 05-02-Drywall Drywall System Brown/White 10%Cellulose 90%Non-fibrous(Other) None Detected Fibrous 172306469-0002 Heterogeneous PRCL 05-02-Joint Drywall System White 100%Non-fibrous(Other) None Detected Compound Non-Fibrous Homogeneous 172306469-0002A PRCL 05-03-Drywall Drywall System Brown/White 10%Cellulose 90%Non-fibrous(Other) None Detected Fibrous 172306469-0003 Heterogeneous PRCL 05-03-Joint Drywall System White 100%Non-fibrous(Other) None Detected Compound Non-Fibrous Homogeneous 172306469-0003A PRCL 05-04 Caulking White 100%Non-fibrous(Other) None Detected Non-Fibrous 172306469-0004 Homogeneous PRCL 05-05 Caulking White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 69-000 5 Homogeneous 6171 Analyst(s) 7 Kim Wallace(8) Kimberly Wallace,Laboratory Manager or Other Approved Signatory EMSL maintains liability limited to cost of analysis.Interpretation and use of test results are the responsibility of the client.This report relates only to the samples reported above,and may not be reproduced,except in full,without written approval by EMSL.EMSL bears no responsibility for sample collection activities or analytical method limitations.The report reflects the samples as received. Results are generated from the field sampling data(sampling volumes and areas,locations,etc.)provided by the client on the Chain of Custody.Samples are within quality control criteria and met method specifications unless otherwise noted.The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR(previously EPA 600/M4-82-020"Interim Method") but augmented with procedures outlined in the 1993("final')version of the method. This report must not be used by the client to claim product certification,approval,or endorsement by NVLAP,NIST or any agency of the federal government.Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis.Unless requested by the client,building materials manufactured with multiple layers(i.e.linoleum,wallboard,etc.)are reported as a single sample.Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical,Inc.N.Miami Beach,FL NVLAP Lab Code 200204-0 Initial report from:11/27/2023 1 0:12:31 ASS PLM 0008...,0001 f,'/"S Printed:11/27/2023 10:12 AM Pa 3951 r T ;0 T abud Z96£ 0 a J 41 a v U Z Z c m [ m F eMy I v eKtI r `O cn rn 00 0 0 a �— N w e � 0 0 0 u N a. m m LL N o o vo a a m in •x -Y 5 0 0 0 () {) o D � 0) E4—zw0 1 -mV : 3 : 0 0 ` 0 U 0 O 0 -0 'O N O L •� L ,ti(Jytl L [ [ N ra ' 1 O N . N �tjR v7 O O i 2iD c"� H 1•u ! L CV Il N 0 = } C C E CAI - - Z co aj- - F - h ,,,:��f � 'A E N +� i� O a7 QS a) i tLL+ p U Q Q ¢ Q E E E Q � N H 1--• I-- fl. s 'ra rn dS oZf o� v r J LU 0 : a�i Y a� m m �y U U p o 0 0 m cn 0 0 f r-a 7+ E- A `� z x m L a z 4-1 Ln Ln It o LL N aJ -0 Ql W N N G1 L N n N i O O O O O L O O O O O 41 .S 7 � � J � � Z a[ a a 4' Ln o *X* lb LPL O. li di O O 69v90EZLT :QIjapjO AppendixIII Photographs ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 3953 Exterior of Residence HA I - Drywall System Wall �li I�i�enl�y? y �/tea r Ire r I �Ir I ti ✓a AA /I IhG III.II���IY / HA 2 - Interior White Caulkin 0 II mrr, I{VN1 � I�Plit r I o m� �b6 r III V^IIIII �I� i �I Y 0111 9U,1I GIQ loll �YII`�II���1 Project 419814 Page 1 of 1 3954 Appendix Sample-Location Diagram ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 3955 co Ij E -E 0 E 00 4-J q nk m en o W W i5 10 0 —j ra E a W a C3 M .............. 40J E 4A a Itt 0 (D 0 ........... > fikk Ad Rik tl 2 kl- It, IA E ra 0 aR ID 00 CJ D z 2: LLJ LLI co EL 00 D Li z LU CW co LO Li rr" z ......................... .............. 0 CA co lily('), nest IPirouect #19814 i rn i d 13 Illrr 1 IIr�i v a c") r�i r,')o rt f B LI i III d i III011 g III III a r i a LIIII"'V("'?Y) a rn i r�i g, a r�i d E v a III L,i a c") r�l For: Parcel 8 — Onderclonk, Kristen 1604 Bahama Drive Key West, Florida 33040 Prepared For: Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Garden, Florida 33418 ,A iR u i" s r" EN '\,,r I ON M E NTA L C. O,R'�I '�(Hflh\AW51/PY: I�Ireel, hirl kmderd,le, I Phnne(9,A) .......... ........... \A�W\NArrme�l (,(m, 3'957 CER".r0CA"nor,4 PAGE ............... ............... ............... ............... ..............."I'l""I'll""I'll'llI'llI'll",'llI'llI'll'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""II...................... i rn i d 13 Illrr 1 IIr�i v a i c") r�l 1 Ilrt c")f BL,I III diIIIIg E v aIII Lmt III(1,'Yr'i As�:)(,")sVI,,I)s Mat(,,)Ir4Is Parcel 8 — Onderclonk, Kristen 1604 Bahama Drive Key West, Florida 33040 AirQuest Project #19814 �f I ii,e Il a a ii,e d ��� (:) ," Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Gardens, Florida 33418 AirQuest Environmental, Inc. 6851 Southwest 45th Street Fort Lauderdale, Florida 33314 Asbestos Consulting Business #ZA-304 2-r -i-7 George Raimundo Traci-Anne Boyle, CIH, CSP Industrial Hygienist FL Asbestos Consultant #AX-60 D c,c c,ri 11)c,11- 11.E , 2()2 3 Project 419814 Limited Pre-Renovation Asbestos Survey 3958 xECu-nVE SLYMMARY ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... AirQuest Environmental,Inc. ("AirQuest")performed a limited pre-renovation survey for asbestos containing materials (ACM) within select areas of the interior and exterior of the single-family residence located at 1604 Bahama Drive, Key West, Florida 33040 ("the site"). The survey was performed on November 13, 2023, by AirQuest Industrial Hygienist, Mr. George Raimundo, a trained Asbestos Hazard Emergency Response Act(AHERA) certified asbestos inspector. The purpose of the survey was to locate and identify ACM within the site prior to renovation activities. The survey was performed in compliance with the requirements under the National Emission Standards for Hazardous Air Pollutants (NESHAPs) for an asbestos survey prior to renovation activities. The results of our observation and laboratory analysis did not identify ACM in the samples collected from the site. The scope of the survey was to locate and identify interior and exterior suspect building materials that may be impacted by upcoming soundproofing renovation activities,which include renovation to select windows, doors, and Heating, Ventilation and Air Conditioning (HVAC) system components. Materials included and sampled during the survey generally included wall systems, ceiling systems, caulking, and mastics associated with the air handler system. The remaining interior building materials and areas,the exterior, and the roof of the building were not included in the scope of the inspection. Destructive sampling procedures were not used to access the interior of wall cavities, fire doors, or above hard ceilings. If any materials are encountered during renovation activities that were not sampled in this report, the materials should not be disturbed until they have been sampled and identified as non-ACM through laboratory analysis. Written notice of intent to renovate or demolish is required ten (10)working days prior to the start of any construction activities. Even if no asbestos is present at the site,notification is still required. Notifications must contain certain specified information including, but not limited to, the scheduled starting and completion dates of the work,the location of the site,the names of operators or asbestos-removal contractors, methods of removal and the amount of asbestos, and whether the operation is a demolition or a renovation. All demolitions and renovations are "subject" to the Asbestos NESHAP insofar as owners and operators must determine if and how much asbestos is present at the site. The Asbestos NESHAP does not apply to residential structures with four or fewer dwellings (i.e., apartments or single-family homes) if they are not part of a larger project. Project 419814 iii Limited Pre-Renovation Asbestos Survey 3959 TA IB III...,III OF C ol°a4" IIE l°a4"r s ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... PAGE EXECUTIVE SUMMARY iii 1 INTRODUCTION AND SITE DESCRIPTION 1 2 SURVEY METHODS AND LABORATORY ANALYSIS 1 2.1 SURVEY METHODS 1 2.2 PLM AND PLM POINT COUNT 2 2.3 TRANSMISSION ELECTRON MICROSCOPY(TEM) 2 3 SUSPECT ASBESTOS CONTAINING MATERIALS 3 4 CONCLUSIONS AND RECOMMENDED RESPONSE ACTION 4 5 LIMITATIONS 4 I'ABLES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Table 1 —Laboratory Analysis and Summary ................................................................................ 3 APPENDICES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .ppeiri lb(, III eirtaficatk)iris .ppeiri lb(, IIIIII II...aIboiratoiry lRepoirt:a irid Chailri of Custody Record .ppeiri lb(, IIIIIIII Rhot:ogiraplhs .ppeiri lb(, IIV Sa irruple-.l1...(:)catk)iri l[): agira irri Project 419814 iv Limited Pre-Renovation Asbestos Survey 3960 AiiuQ;"?U at .�f III III r,I:,,I:,,l 0 D I..)c r,III 0 III 1 A I 1 D s III r'E D E S C III"l III III III o III AirQuest Environmental,Inc. ("AirQuest")performed a limited pre-renovation survey for asbestos containing materials (ACM) within select areas of the interior and exterior of the single-family residence located at 1604 Bahama Drive, Key West, Florida 33040 ("the site"). The survey was performed on November 13, 2023, by AirQuest Industrial Hygienist, Mr. George Raimundo, a trained Asbestos Hazard Emergency Response Act (AHERA) certified asbestos inspector (see Appendix I). The purpose of the survey was to locate and identify ACM within the site prior to renovation activities. The survey was performed in compliance with the requirements under the National Emission Standards for Hazardous Air Pollutants (NESHAPs) for an asbestos survey prior to renovation activities. The scope of services for this project consisted of the following five steps: ➢ Building Walk-Through and Observations, ➢ Bulk Sampling of Suspect ACM, ➢ Polarized Light Microscopy (PLM) Analysis of Bulk Samples, ➢ Hazard Assessment and Evaluation, and ➢ Final Report Preparation. The site was a single-family residence. The interior walls were finished with drywall system. Interior window white caulk was present around the windows. The exterior walls were finished with grey fibrous material stucco. 2, S l ) II["IV EY IM E r, 0 D S A I 1 D I A B 0 ["1 A r,o ["lY AIII 1 A I YS III S The sampling protocol used generally follows AHERA guidelines. AHERA was promulgated by the United States Environmental Protection Agency (EPA) in 1987 and regulated public schools. I I S lU 1,?,,�,V )' II"°°tI 1C.]. 1 ')b Suspect materials are differentiated into three categories: surfacing material, thermal system insulation, or miscellaneous material. Surfacing material is anything that is sprayed or troweled onto a surface. Thermal system insulation is material used to insulate HVAC pipes,tanks, etc., and miscellaneous material is any other type of material. A homogeneous area is defined as an area of surfacing material, thermal system insulation material, or miscellaneous material that is uniform in color and texture. A homogeneous area is not limited to only a room and may be found in several rooms. Sample selection in the building was determined by identifying the homogeneous areas and basing sampling locations upon these areas. Project 419814 1 Limited Pre-Renovation Asbestos Survey 3961 AiiuQ;"?U at In conducting the building inspection in compliance with local, state, and federal regulations, all suspected ACM which were accessible to the inspector, were either sampled to confirm the actual presence of asbestos or assumed to contain asbestos. Building areas between walls,under floors,under concrete slabs and above permanent ceilings, all of which could not be accessed,were not visually inspected nor were materials therein sampled as a part of this building inspection. Due to the fact that over 3,600 different building products are recognized as asbestos containing building materials, it cannot be said that all such products that may be included in the site have been, or could be, identified. v2, `II V"I Ar,IIIf") l "'I C lUNll_1' Analysis was performed using PLM with dispersion staining. The laboratory is rated proficient through National Institute of Standards and Technology - National Voluntary Laboratory Accreditation Program (NIST-NVLAP) for bulk asbestos analysis. NESHAP defines ACM as containing more than 1% asbestos as determined using PLM (as specified in Appendix E, Subpart E, 40 CFR part 763, Section 1, Polarized Light Microscopy). NESHAP defines friable ACM as any material containing more than 1 percent(%) asbestos that, when dry, can be crumbled,pulverized, or reduced to a powder by hand pressure. If the asbestos content of a friable material is less than ten (10) % as determined by a method other than point counting by PLM, the Owner may elect to verify the asbestos content by point counting using PLM. Estimates of quantities of ACM were based upon the identification of suspect materials. Where suspect ACM were located behind walls, above ceilings, beneath carpeting, or other concealed conditions and the quantities cannot be verified, the estimate is based upon the conditions present during the survey. These estimates are not to be considered absolute and should be verified when the ACM is exposed. . r`p��� ��ii III' f II b �ii "ll Iq II � ����1r u « °III IV'" �II p�� �� If:�u� Ilr 1 The method of bulk sample analysis, PLM, is not 100% absolute in the identification of ACM. There are many factors which may contribute to false negatives being reported. Some of the more common factors include non-homogeneity of the building material and the optical variations of the microscopist. Because of the inherent limitations of PLM Bulk Sample analysis, the owner may elect to re-analyze the reported negative PLM samples by TEM to determine whether they may be regulated under NESHAPs. In order to obtain an absolute analysis of a building material, any reported negative sample suspect of being asbestos or any material not sampled should be analyzed by Transmission Electron Microscopy (TEM) with energy dispersive x-ray analysis (EDAX) for bulk-sample confirmation. Interpretation of TEM results must be viewed with caution as these procedures are not presently recognized by EPA regulations. However, they are useful analytical techniques for confirmation of non-friable materials when PLM results are inconclusive. Project 419814 2 Limited Pre-Renovation Asbestos Survey 3962 AiiuQ;"?U au This analytical technique is described in the EPA Guidance Document, EPA/600 R-93/116, July 1993, Test Method—Method for the Determination of Asbestos in Bulk Building Materials. This method, Analytical Electron Microscopy (AEM), also referred to as TEM, can often be a reliable method for the detection and positive identification of asbestos in some bulk building materials, both friable and nonfriable. The method is particularly applicable to bulk materials that contain a large amount of interfering materials that can be removed by asking and/or dissolution and contain asbestos fibers that are not resolved by PLM techniques. Many floor tiles and plasters would be included in the type of sample. In combination with suitable specimen preparation techniques,the AEM method can also be used to quantify asbestos concentrations. The TEM analytical methodology is also referred to in an EPA Advisory, Federal Register, Vol. 59, No. 146, August 1, 1994, Advisory Regarding Availability of an Improved Asbestos Bulk Sample Analysis Sample Test Method, Supplementary Information on Bulk Sample Collection and Analysis. The Advisory states that this approach should be considered for the following circumstances: (1) Floor tiles which may contain thin fibers, and which were analyzed under the 1982 PLM method and found not to be asbestos containing; and (2) materials such as hard wall and acoustical plaster, stucco or other similar multi-layered materials or systems which were not analyzed and reported by layers (discrete strata). �h l..) �� �..� �,"� `a" [` �� ��h� �,�� ndti�� �h� �..� ndti�� III �,�� III III III III Three (3) homogeneous areas (HA) of suspect material were identified and a total of nine (9) samples were collected. The laboratory split the samples into layers, resulting in the analysis of eleven (11) samples. Sample descriptions and laboratory results are summarized in Table 1. A copy of the laboratory report and chain of custody record is included in Appendix 11. Photographs of each HA are included in Appendix III. A diagram showing sample locations is included in Appendix IV. IC'aIbe ..... III...aIboiratoir+ Airia ysw w a irid Suirriirriairy Samples Collected on November 13, 2023 Om PRCL 08-01 1 West Area Drywall System Walls ND PRCL 08-02 1 Northwest Area Drywall System Walls ND PRCL 08-03 1 East Area Drywall System Walls ND PRCL 08-04 2 West Area Interior White Caulk ND PRCL 08-05 2 Northeast Area Interior White Caulk ND PRCL 08-06 2 Northwest Area Interior White Caulk ND PRCL 08-07 3 Northeast Area Grey Fibrous Material ND Exterior Wall Project 419814 3 Limited Pre-Renovation Asbestos Survey 3963 "?UCSt PRCL 08-08 3 Northwest Area Grey Fibrous Material ND Exterior Wall PRCL 08-09 3 South Area Grey Fibrous Material ND I I Exterior Wall HA-Homogenous Area ND-None Detected zl[ C 0 III 1 C I S 0 III 1 S III 1 D [,"l E C 0 III III4 E N1 D E D [,"l E S IIID 0 III 1 S E A c r,III oIII The results of our observation and laboratory analysis did not identify ACM within the samples collected from the site. Destructive sampling procedures were not used to access the interior of wall cavities, fire doors, or above hard ceilings. If any materials are encountered during renovation activities that were not sampled in this report, the materials should not be disturbed until they have been sampled and identified as non-ACM through laboratory analysis. Written notice of intent to renovate or demolish is required ten (10)working days prior to the start of any construction activities. Even if no asbestos is present at the site,notification is still required. Notifications must contain certain specified information, including but not limited to, the scheduled starting and completion dates of the work,the location of the site,the names of operators or asbestos removal contractors, methods of removal and the amount of asbestos, and whether the operation is a demolition or a renovation. All demolitions and renovations are "subject" to the Asbestos NESHAP insofar as owners and operators must determine if and how much asbestos is present at the site. The Asbestos NESHAP does not apply to residential structures with four or fewer dwellings (i.e., apartments or single-family homes) if they are not part of a larger project. 5 1 III III III r'A r,III o s The scope of the survey was to locate and identify interior and exterior suspect building materials that may be impacted by upcoming soundproofing renovation activities,which include renovation to select windows, doors, and Heating, Ventilation and Air Conditioning (HVAC) system components. Materials included and sampled during the survey generally included wall systems, ceiling systems, caulking, and mastics associated with the air handler system. This report was prepared in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. This report was prepared for the exclusive use of the client and assigned agents and is not intended for any other purposes. Our report is based on the information available to us at the time of our investigation and is limited in scope to the stated purpose and/or the area(s) inspected. Other conditions elsewhere on the site may differ from those in the inspected locations and such Project 419814 4 Limited Pre-Renovation Asbestos Survey 3964 AiiuQ;"?U at conditions are unknown, may change over time, and/or have not been considered. This report does not claim to identify all potential hazards and/or contaminants that may be present, nor does it imply any medical opinion on the relationship of potential health effects with any reported hazards and/or contaminants. Our opinions are based on our findings and professional expertise, with no guaranty or warranty implied herein. The data obtained in this report does not establish the habitability of the site, nor does it determine if a building is safe or unsafe. Should additional information become available, we reserve the right to determine the impact, if any, of the new information on our opinions, conclusions, and recommendations, if necessary, as warranted by the discovery of the additional information. AirQuest accepts no responsibility for interpretation of this report by others. Its contents shall not be used or relied upon by other parties without prior written authorization by AirQuest. Project 419814 5 Limited Pre-Renovation Asbestos Survey 3965 Appendix Certifications ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 3966 ..... �C'�' omooi 00000mumoo �-5 70Z O a--; 217 E u O W -a (N W c� U-) 4-1 DC W W °J L/i 0 A W Z4-1 Cu o o, f u W/ %, /�j/' r ' % N Cu i1Z Cu LU 4-1 LL �irl� \W LL/ �PJ f%i, �', O Z '� Cu W M, W V I 1 % a j I— 1 /� %�r % L� Cu �i „ , r r� /r iiD/� �rN bi /�r / a Q W �� I r r % I/ Z O r / i///� i ��� I IIIJ////of i 1 76 W �� �/ia Al� A/ O_ V_ +� tx /mm E/ (A f 1 /r j % aii�i '� /� N 0 O / %%// _ OW ra��,! 4-1 LU 0 CO Q a� Z N O a� W Q u 0 W a V H o FRI � W H 0 � 0 MCI ----3967 00 W M The Environmental Institute Paulo Georcie Raimundo Social Security umber-XXX-XX-1587 AirQuest Environmental, Inc.-6851 SW 45th Street, Davie, FL 33314 Has completed 4 hours of coursework and satisfactorily passed an examination that meets al/criteria required for EPA/AHERA/ASHARA (TSCA Title ll) Approved Reaccreditation Asbestos in Buildings: Inspector Refresher May I6, 2023 19445 Course Date Certificate Number May 16, 2023 Examination Date May 16, 2024 Expiration Date j ThohAT&La nthal-Course Director i Training Location: 6851 SW 45th Street, Davie, FL 33314 (Approved by the ABIH Certification Maintenance Committee for 1/2 CM point-Approval#11-577) (Florida Provider Registration Number FL49-0001342-Course#FL49-0002805) TO-1395 S. Marietta Parkway SE-Building 100,Suite 124-Marietta, GA 30067 Phone:770-427-3600-Website:www.tei-ati.com /Appenclix Laboratory r iRecord ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 3969 EMSL Analytical, Inc. EMSL Order: 172306463 Customer ID: AQE63 19501 NE 10th Ave.Bay A N.Miami Beach,FL 33179 Customer PO: Tel/Fax:(305)650-0577/(305)650-0578 M http://www.EMSL.com/miamilab@emsl.com Project ID: Attention: Lab Results Phone: (954)792-4549 AirQuest Environmental, Inc. Fax: (954)792-2221 6851 Southwest 45th Street Received Date: 11/22/2023 9:55 AM Fort Lauderdale, FL 33314 Analysis Date: 11/27/2023 Collected Date: 11/13/2023 Project: 19814-Jacobs/ 1604 Bahama Dr., Key West, FL. Test Report.Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E Appendix E supplemented with EPA 600IR-931116 using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance %Fibrous %Non-Fibrous %Type PRCL 08-01-Drywall Drywall System Tan 60%Cellulose 40%Non-fibrous(Other) None Detected Fibrous 1 723064 63-000 1 Homogeneous PRCL 08-01-Joint Drywall System White 100%Non-fibrous(Other) None Detected Compound Non-Fibrous Homogeneous 172306463-0001A PRCL 08-02-Drywall Drywall System Tan 10%Cellulose 90%Non-fibrous(Other) None Detected Fibrous 172306463-0002 Heterogeneous PRCL 08-02-Joint Drywall System White 100%Non-fibrous(Other) None Detected Compound Non-Fibrous Homogeneous 172306463-0002A PRCL 08-03 Drywall System Brown/White 10%Cellulose 90%Non-fibrous(Other) None Detected Fibrous 172306463-0003 Heterogeneous PRCL 08-04 Caulking White 100%Non-fibrous(Other) None Detected Non-Fibrous 172306463-0004 Homogeneous PRCL 08-05 Caulking White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 63-000 5 Homogeneous PRCL 08-06 Caulking White 100%Non-fibrous(Other) None Detected Non-Fibrous 172306463-0006 Homogeneous PRCL 08-07 Fibrous Material Tan 3%Cellulose 97%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 63-000 7 Homogeneous PRCL 08-08 Fibrous Material Tan 15%Cellulose 85%Non-fibrous(Other) None Detected Fibrous 1 723064 63-000 8 Homogeneous PRCL 08-09 Fibrous Material Tan 15%Cellulose 85%Non-fibrous(Other) None Detected Fibrous 1 723064 63-000 9 Homogeneous Initial report from:1 1/27/2023 1 1:26:25 ASS 1.7'8 Printed:11/27/2023 11:26 AM Pa 3970 EMSL Analytical, Inc. EMSL Order: 172306463 Customer ID: AQE63 19501 NE 10th Ave.Bay A N.Miami Beach,FL 33179 Customer PO: Tel/Fax:(305)650-0577/(305)650-0578 M http://www.EMSL.com/miamilab@emsl.com Project ID: rz Analyst(s) �� ���������-(�✓ Kim Wallace(11) Kimberly Wallace,Laboratory Manager or Other Approved Signatory EMSL maintains liability limited to cost of analysis.Interpretation and use of test results are the responsibility of the client.This report relates only to the samples reported above,and may not be reproduced,except in full,without written approval by EMSL.EMSL bears no responsibility for sample collection activities or analytical method limitations.The report reflects the samples as received. Results are generated from the field sampling data(sampling volumes and areas,locations,etc.)provided by the client on the Chain of Custody.Samples are within quality control criteria and met method specifications unless otherwise noted.The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR(previously EPA 600/M4-82-020"Interim Method") but augmented with procedures outlined in the 1993("final')version of the method. This report must not be used by the client to claim product certification,approval,or endorsement by NVLAP,NIST or any agency of the federal government.Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis.Unless requested by the client,building materials manufactured with multiple layers(i.e.linoleum,wallboard,etc.)are reported as a single sample.Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical,Inc.N.Miami Beach,FL NVLAP Lab Code 200204-0 Initial report from:1 1/27/2023 1 1:26:25 ASS 138 Printed:11/27/2023 11:26 AM Pa 3971 T I ;0 T abed ZL6£ 0 0 � o U O as ai a� m p >- Z Z Z z Z = a o `�° w m -o° N �' `� 0 2 2 2 Y Y 2 = 2 N m `a m C7 U C7 C7 C� C7 C') C7 m cn � a .n m y fi T. W m o PO Li 2 � ©� o o _ In d d � N Y O U ^ U O] • a U y I E o 3 cn L p v O O s v O L C z L a 4 +� LQ X � N y off ai y � n. . vi m L j ? `I 0 ai ai Qi o m Q Cd Q a Q ¢ v E E E n. c = cn v'Ji m O 3 obi C6 a L Ln H N W �j' W C m Y +�+ a) Ln O Z Z z Z a 0 rn Z m � Cl O G ai Y LL ai z oEI'll, a ; m a zLn ,�' .O ;t ' N y 'o W ++ N N > t � F W f6 n N O F, O O O O O O O O O t N of � L Ln O O O O O O 0 0 ' �. tr W � -0 Cn -S -i —j J J J J J 6 c cn b `n 7 z v a a a a cr � Z ` In 0) m d a m a a a a 4 in t! o X 00 O L m Q` r! N M W lL M. lL "fir p p -� p E9v90EZLT :QIJGPJO AppendixIII Photographs ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 3973 I i Exterior of Residence HA I - Drywall System Wall f' .,� ( � 1B40.8AHAMA CAR rJ1JJJ�'ll�/� /, J „ NNN DIY i�4�', ui HA 2 - Interior White Window Caulkin HA 3 - Exterior Grey Fibrous Material at Exterior Wall / «rtJ ✓fir' n pt]# AH 1; ��oaa�riAM7 R �a�' San'iI>IE ma»/ Project 419184 Page 1 of 1 3974 Appendix Sample-Location Diagram ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 3975 cfl ti CV) tO 0 j CZ w o 2 0 rz 0 ct 10 L Eh IT z z 0 cr m rya Ld z u C� --------------------- ------------------------------------------------------------------- ---------------- cc < LU u Ir .............................i.......................... C co ............ CD F—F— lily('), nest IPirouect #19814 i rn i d 13 Illrr 1 IIr�i v a c") r�i r,')o rt f B LI i III d i III011 g III III a r i a LIIII"'V("'?Y) a rn i r�i g, a r�i d E v aIII L,i a c") r�l For: Parcel 9—Ahrens, Scott 2916 Riviera Drive Key West, Florida 33040 Prepared For: Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Garden, Florida 33418 ,A iR u i" s r" EN '\,,r I ON M E NTA L C. O,R'�I '�(HHIIIWH51/PY: I�Ireel, hirl kmderd,le, I Phnne(9,A) .......... ........... \A�W\NArrme�l (,(m, 3'977 CER".r0CA"nor,4 PAGE ............... ............... ............... ............... ..............."I'l""I'll""I'll'llI'llI'll",'llI'llI'll'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""II...................... i rn i d 13 Illrr 1 IIr�i v a i c") r�l 1 Ilrt c")f BL,I III diIIIIg E v aIII Lmt III(1,'Yr'i As�:)(,")sVI,,I)s Mat(,,)Ir4Is Parcel 9 —Ahrens, Scott 2916 Riviera Drive Key West, Florida 33040 AirQuest Project #19814 �f I ii,e Il a a ii,e d ��� (:) ," Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Gardens, Florida 33418 AirQuest Environmental, Inc. 6851 Southwest 45th Street Fort Lauderdale, Florida 33314 Asbestos Consulting Business #ZA-304 h George Raimundo Traci-Anne Boyle, CIH, CSP Industrial Hygienist FL Asbestos Consultant #AX-60 D c,c c,ri 11)c,11- 11.E , 2()2 3 Project 419814 Limited Pre-Renovation Asbestos Survey 3978 xECu-nVE SLYMMARY ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... AirQuest Environmental,Inc. ("AirQuest")performed a limited pre-renovation survey for asbestos containing materials (ACM) within select areas of the interior and exterior of the single-family residence located at 2916 Riviera Drive, Key West, 33040 ("the site"). The survey was performed on November 14, 2023, by AirQuest Industrial Hygienist, Mr. George Raimundo, a trained Asbestos Hazard Emergency Response Act(AHERA) certified asbestos inspector. The purpose of the survey was to locate and identify ACM within the site prior to renovation activities. The survey was performed in compliance with the requirements under the National Emission Standards for Hazardous Air Pollutants (NESHAPs) for an asbestos survey prior to renovation activities. The results of our observation and laboratory analysis did not identify ACM in the samples collected from the site. The scope of the survey was to locate and identify interior and exterior suspect building materials that may be impacted by upcoming soundproofing renovation activities,which include renovation to select windows, doors, and Heating, Ventilation and Air Conditioning (HVAC) system components. Materials included and sampled during the survey generally included wall systems, ceiling systems, caulking, and mastics associated with the air handler system. The remaining interior building materials and areas,the exterior, and the roof of the building were not included in the scope of the inspection. Destructive sampling procedures were not used to access the interior of wall cavities, fire doors, or above hard ceilings. If any materials are encountered during renovation activities that were not sampled in this report, the materials should not be disturbed until they have been sampled and identified as non-ACM through laboratory analysis. Written notice of intent to renovate or demolish is required ten (10)working days prior to the start of any construction activities. Even if no asbestos is present at the site,notification is still required. Notifications must contain certain specified information including, but not limited to, the scheduled starting and completion dates of the work,the location of the site,the names of operators or asbestos-removal contractors, methods of removal and the amount of asbestos, and whether the operation is a demolition or a renovation. All demolitions and renovations are "subject" to the Asbestos NESHAP insofar as owners and operators must determine if and how much asbestos is present at the site. The Asbestos NESHAP does not apply to residential structures with four or fewer dwellings (i.e., apartments or single-family homes) if they are not part of a larger project. Project 419814 iii Limited Pre-Renovation Asbestos Survey 3979 TA IB III...,III OF C ol°a4" IIE l°a4"r s ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... PAGE EXECUTIVE SUMMARY iii 1 INTRODUCTION AND SITE DESCRIPTION 1 2 SURVEY METHODS AND LABORATORY ANALYSIS 1 2.1 SURVEY METHODS 1 2.2 PLM AND PLM POINT COUNT 2 2.3 TRANSMISSION ELECTRON MICROSCOPY(TEM) 2 3 SUSPECT ASBESTOS CONTAINING MATERIALS 3 4 CONCLUSIONS AND RECOMMENDED RESPONSE ACTION 4 5 LIMITATIONS 5 I'ABLES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Table 1 —Laboratory Analysis and Summary ................................................................................ 3 APPENDICES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .ppeiri lb(, III eirtaficatk)iris .ppeiri lb(, IIIIII II...aIboiratoiry lRepoirt:a irid Chailri of Custody Record .ppeiri lb(, IIIIIIII Rhot:ogiraplhs .ppeiri lb(, IIV Sa irruple-.l1...(:)catk)iri l[): agira irri Project 419814 iv Limited Pre-Renovation Asbestos Survey 3980 AiiuQ;"?U at .�f III III r,I:,,I:,,l 0 D I..)c r,III 0 III 1 A I 1 D s III r'E D E S C III"l III III III o III AirQuest Environmental,Inc. ("AirQuest")performed a limited pre-renovation survey for asbestos containing materials (ACM) within select areas of the interior and exterior of the single-family residence located at 2916 Riviera Drive, Key West, 33040 ("the site"). The survey was performed on November 14, 2023, by AirQuest Industrial Hygienist, Mr. George Raimundo, a trained Asbestos Hazard Emergency Response Act(AHERA) certified asbestos inspector (see Appendix I). The purpose of the survey was to locate and identify ACM within the site prior to renovation activities. The survey was performed in compliance with the requirements under the National Emission Standards for Hazardous Air Pollutants (NESHAPs) for an asbestos survey prior to renovation activities. The scope of services for this project consisted of the following five steps: ➢ Building Walk-Through and Observations, ➢ Bulk Sampling of Suspect ACM, ➢ Polarized Light Microscopy (PLM) Analysis of Bulk Samples, ➢ Hazard Assessment and Evaluation, and ➢ Final Report Preparation. The site was a single-family residence. The interior walls were finished with a plaster system. Exterior window and door tan caulk were present around the windows and doors. The exterior walls were finished with stucco. The cottage interior walls were finished with plaster. 2 !�h�l II[,"IV EY I E''r Ilh..... e O DS NI ������ �� ���;�� nrti�� III��,� �,�� nrti��� III� NI L.Y&IS The sampling protocol used generally follows AHERA guidelines. AHERA was promulgated by the United States Environmental Protection Agency (EPA) in 1987 and regulated public schools. I I S lU 1,?,,�,V )' II"°°tI 1C.]. 1 ')b Suspect materials are differentiated into three categories: surfacing material, thermal system insulation, or miscellaneous material. Surfacing material is anything that is sprayed or troweled onto a surface. Thermal system insulation is material used to insulate HVAC pipes,tanks, etc., and miscellaneous material is any other type of material. A homogeneous area is defined as an area of surfacing material, thermal system insulation material, or miscellaneous material that is uniform in color and texture. A homogeneous area is not limited to only a room and may be found in several rooms. Sample selection in the building was determined by identifying the homogeneous areas and basing sampling locations upon these areas. Project 419814 1 Limited Pre-Renovation Asbestos Survey 3981 AiiuQ;"?U at In conducting the building inspection in compliance with local, state, and federal regulations, all suspected ACM which were accessible to the inspector, were either sampled to confirm the actual presence of asbestos or assumed to contain asbestos. Building areas between walls,under floors,under concrete slabs and above permanent ceilings, all of which could not be accessed,were not visually inspected nor were materials therein sampled as a part of this building inspection. Due to the fact that over 3,600 different building products are recognized as asbestos containing building materials, it cannot be said that all such products that may be included in the site have been, or could be, identified. v2, `II V"I Ar,IIIf") l "'I C lUNll_1' Analysis was performed using PLM with dispersion staining. The laboratory is rated proficient through National Institute of Standards and Technology - National Voluntary Laboratory Accreditation Program (NIST-NVLAP) for bulk asbestos analysis. NESHAP defines ACM as containing more than 1% asbestos as determined using PLM (as specified in Appendix E, Subpart E, 40 CFR part 763, Section 1, Polarized Light Microscopy). NESHAP defines friable ACM as any material containing more than 1 percent(%) asbestos that, when dry, can be crumbled,pulverized, or reduced to a powder by hand pressure. If the asbestos content of a friable material is less than ten (10) % as determined by a method other than point counting by PLM, the Owner may elect to verify the asbestos content by point counting using PLM. Estimates of quantities of ACM were based upon the identification of suspect materials. Where suspect ACM were located behind walls, above ceilings, beneath carpeting, or other concealed conditions and the quantities cannot be verified, the estimate is based upon the conditions present during the survey. These estimates are not to be considered absolute and should be verified when the ACM is exposed. . r`p��� ��ii III' f II b �ii "ll Iq II � ����1r u « °III IV'" �II p�� �� If:�u� Ilr 1 The method of bulk sample analysis, PLM, is not 100% absolute in the identification of ACM. There are many factors which may contribute to false negatives being reported. Some of the more common factors include non-homogeneity of the building material and the optical variations of the microscopist. Because of the inherent limitations of PLM Bulk Sample analysis, the owner may elect to re-analyze the reported negative PLM samples by TEM to determine whether they may be regulated under NESHAPs. In order to obtain an absolute analysis of a building material, any reported negative sample suspect of being asbestos or any material not sampled should be analyzed by Transmission Electron Microscopy (TEM) with energy dispersive x-ray analysis (EDAX) for bulk-sample confirmation. Interpretation of TEM results must be viewed with caution as these procedures are not presently recognized by EPA regulations. However, they are useful analytical techniques for confirmation of non-friable materials when PLM results are inconclusive. Project 419814 2 Limited Pre-Renovation Asbestos Survey 3982 AiiuQ;"?U au This analytical technique is described in the EPA Guidance Document, EPA/600 R-93/116, July 1993, Test Method—Method for the Determination of Asbestos in Bulk Building Materials. This method, Analytical Electron Microscopy (AEM), also referred to as TEM, can often be a reliable method for the detection and positive identification of asbestos in some bulk building materials, both friable and nonfriable. The method is particularly applicable to bulk materials that contain a large amount of interfering materials that can be removed by asking and/or dissolution and contain asbestos fibers that are not resolved by PLM techniques. Many floor tiles and plasters would be included in the type of sample. In combination with suitable specimen preparation techniques,the AEM method can also be used to quantify asbestos concentrations. The TEM analytical methodology is also referred to in an EPA Advisory, Federal Register, Vol. 59, No. 146, August 1, 1994, Advisory Regarding Availability of an Improved Asbestos Bulk Sample Analysis Sample Test Method, Supplementary Information on Bulk Sample Collection and Analysis. The Advisory states that this approach should be considered for the following circumstances: (1) Floor tiles which may contain thin fibers, and which were analyzed under the 1982 PLM method and found not to be asbestos containing; and (2) materials such as hard wall and acoustical plaster, stucco or other similar multi-layered materials or systems which were not analyzed and reported by layers (discrete strata). �h l..) �� �..� �,"� `a" [` �� ��h� �,�� ndti�� �h� �..� ndti�� III �,�� III III III III Five (5) homogeneous areas (HA) of suspect material were identified and a total of fifteen (15) samples were collected. The laboratory split the samples into layers, resulting in the analysis of twenty-one (21) samples. Sample descriptions and laboratory results are summarized in Table 1. A copy of the laboratory report and chain of custody record is included in Appendix 11. Photographs of each HA are included in Appendix III. A diagram showing sample locations is included in Appendix IV. IC'aIbe ..... III...aIboiratoir+ Airia ysw w a irid Suirriirriairy Samples Collected on November 14, 2023 m �iao a„ Ib;ID III r woo" PRCL 09-01 1 North Area Plaster System Walls ND PRCL 09-02 1 Northwest Area Plaster System Walls ND PRCL 09-03 1 West Area Plaster System Walls ND PRCL 09-04 2 East Area Tan Exterior Window ND Caulk PRCL 09-05 2 East Area Tan Exterior Window ND Caulk PRCL 09-06 2 West Area Tan Exterior Window ND Caulk Project 419814 3 Limited Pre-Renovation Asbestos Survey 3983 ii1(, at �,�ioo u„ Ib;ID IIIOFS)11I�� PRCL 09-07 3 North Area Tan Exterior Door ND Caulk PRCL 09-08 3 South Area Tan Exterior Door ND Caulk PRCL 09-09 3 South Area Tan Exterior Door ND Caulk PRCL 09-10 4 East Area Stucco FinishingExterior Walls ND PRCL 09-11 4 South Area Stucco FinishingExterior Walls ND PRCL 09-12 4 Southwest Area Stucco Finishing ND Exterior Walls PRCL 09-13 5 East Area Plaster Finish Cottage ND Interior Walls PRCL 09-14 5 Southeast Area Plaster Finish Cottage ND Interior Walls PRCL 09-15 5 West Area Plaster Finish Cottage ND Interior Walls HA-Homogenous Area ND-None Detected l[ C 0 III 1 C I S 0 III 1 S A I 1 D I"l E C 0 N4 I E I 1 D E D [,"l E S ID 0 III 1 S E c r III oIII The results of our observation and laboratory analysis did not identify ACM within the samples collected from the site. Destructive sampling procedures were not used to access the interior of wall cavities, fire doors, or above hard ceilings. If any materials are encountered during renovation activities that were not sampled in this report, the materials should not be disturbed until they have been sampled and identified as non-ACM through laboratory analysis. Written notice of intent to renovate or demolish is required ten (10)working days prior to the start of any construction activities. Even if no asbestos is present at the site,notification is still required. Notifications must contain certain specified information, including but not limited to, the scheduled starting and completion dates of the work,the location of the site,the names of operators or asbestos removal contractors, methods of removal and the amount of asbestos, and whether the operation is a demolition or a renovation. All demolitions and renovations are "subject" to the Asbestos NESHAP insofar as owners and operators must determine if and how much asbestos is present at the site. The Asbestos NESHAP does not apply to residential structures with four or fewer dwellings (i.e., apartments or single-family homes) if they are not part of a larger project. Project 419814 4 Limited Pre-Renovation Asbestos Survey 3984 "?U at The scope of the survey was to locate and identify interior and exterior suspect building materials that may be impacted by upcoming soundproofing renovation activities,which include renovation to select windows, doors, and Heating, Ventilation and Air Conditioning (HVAC) system components. Materials included and sampled during the survey generally included wall systems, ceiling systems, caulking, and mastics associated with the air handler system. This report was prepared in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. This report was prepared for the exclusive use of the client and assigned agents and is not intended for any other purposes. Our report is based on the information available to us at the time of our investigation and is limited in scope to the stated purpose and/or the area(s) inspected. Other conditions elsewhere in the site may differ from those in the inspected locations and such conditions are unknown, may change over time, and/or have not been considered. This report does not claim to identify all potential hazards and/or contaminants that may be present, nor does it imply any medical opinion on the relationship of potential health effects with any reported hazards and/or contaminants. Our opinions are based on our findings and professional expertise, with no guaranty or warranty implied herein. The data obtained in this report does not establish the habitability of the site, nor does it determine if a building is safe or unsafe. Should additional information become available, we reserve the right to determine the impact, if any, of the new information on our opinions, conclusions, and recommendations, if necessary, as warranted by the discovery of the additional information. AirQuest accepts no responsibility for interpretation of this report by others. Its contents shall not be used or relied upon by other parties without prior written authorization by AirQuest. Project 419814 5 Limited Pre-Renovation Asbestos Survey 3985 Appendix Certifications ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 3986 ..... �C'�' omooi 00000mumoo �-5 70Z O a--; 217 E u O W -a (N W c� U-) 4-1 DC W W °J L/i 0 A W Z4-1 Cu o o, f u W/ %, /�j/' r ' % N Cu i1Z Cu LU 4-1 LL �irl� \W LL/ �PJ f%i, �', O Z '� Cu W M, W V I 1 % a j I— 1 /� %�r % L� Cu �i „ , r r� /r iiD/� �rN bi /�r / a Q W �� I r r % I/ Z O r / i///� i ��� I IIIJ////of i 1 76 W �� �/ia Al� A/ O_ V_ +� tx /mm E/ (A f 1 /r j % aii�i '� /� N 0 O / %%// _ OW ra��,! 4-1 LU 0 CO Q a� Z N O a� W Q u 0 W a V H o FRI � W H 0 � 0 MCI ----3987 00 00 M The Environmental Institute Paulo Georcie Raimundo Social Security umber-XXX-XX-1587 AirQuest Environmental, Inc.-6851 SW 45th Street, Davie, FL 33314 Has completed 4 hours of coursework and satisfactorily passed an examination that meets al/criteria required for EPA/AHERA/ASHARA (TSCA Title ll) Approved Reaccreditation Asbestos in Buildings: Inspector Refresher May I6, 2023 19445 Course Date Certificate Number May 16, 2023 Examination Date May 16, 2024 Expiration Date j ThohAT&La nthal-Course Director i Training Location: 6851 SW 45th Street, Davie, FL 33314 (Approved by the ABIH Certification Maintenance Committee for 1/2 CM point-Approval#11-577) (Florida Provider Registration Number FL49-0001342-Course#FL49-0002805) TO-1395 S. Marietta Parkway SE-Building 100,Suite 124-Marietta, GA 30067 Phone:770-427-3600-Website:www.tei-ati.com /Appenclix Laboratory r iRecord ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 3989 EMSL Analytical, Inc. EMSL Order: 172306467 Customer ID: AQE63 19501 NE 10th Ave.Bay A N.Miami Beach,FL 33179 Customer PO: Tel/Fax:(305)650-0577/(305)650-0578 M http://www.EMSL.com/miamilab@emsl.com Project ID: Attention: Lab Results Phone: (954)792-4549 AirQuest Environmental, Inc. Fax: (954)792-2221 6851 Southwest 45th Street Received Date: 11/22/2023 9:55 AM Fort Lauderdale, FL 33314 Analysis Date: 11/24/2023 Collected Date: 11/14/2023 Project: 19814-Jacobs/2916 Riviera Dr., Key West, FL. Test Report.Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E Appendix E supplemented with EPA 600IR-931116 using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance %Fibrous %Non-Fibrous %Type PRCL 09-01-Skim Coat Plaster System White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 6 7-000 1 Homogeneous PRCL 09-01-Base Coat Plaster System Gray 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 6 7-000 1A Homogeneous PRCL 09-01-Drywall Plaster System Brown/White 20%Cellulose 80%Non-fibrous(Other) None Detected Fibrous 1 723064 6 7-000 18 Heterogeneous PRCL 09-02-Skim Coat Plaster System White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 6 7-0002 Homogeneous PRCL 09-02-Base Coat Plaster System Gray 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 6 7-0002A Homogeneous PRCL 09-02-Drywall Plaster System Brown/White 100%Non-fibrous(Other) None Detected Fibrous 1 723064 6 7-0002B Heterogeneous PRCL 09-03-Skim Coat Plaster System White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 6 7-0003 Homogeneous PRCL 09-03-Base Coat Plaster System Gray 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 6 7-0003A Homogeneous PRCL 09-03-Drywall Plaster System Brown/White 20%Cellulose 80%Non-fibrous(Other) None Detected Fibrous 1 723064 6 7-0003B Heterogeneous PRCL 09-04 Caulking Tan/White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 6 7-0004 Heterogeneous PRCL 09-05 Caulking Tan/White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 6 7-000 5 Heterogeneous PRCL 09-06 Caulking Tan/White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 6 7-0006 Heterogeneous PRCL 09-07 Caulking Tan/White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 6 7-000 7 Heterogeneous PRCL 09-08 Caulking Tan/White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 6 7-000 8 Heterogeneous PRCL 09-09 Caulking Tan/White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 6 7-000 9 Heterogeneous PRCL 09-10 Stucco Finishing Gray 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 6 7-001 0 Homogeneous Initial report from:11/24/2023 14:03:22 ASS PLM 0008...,0001 1,7'8 Printed:11/24/2023 2:03 PM Pa 3990 EMSL Analytical, Inc. EMSL Order: 172306467 Customer ID: AQE63 19501 NE 10th Ave.Bay A N.Miami Beach,FL 33179 Customer PO: Tel/Fax:(305)650-0577/(305)650-0578 M http://www.EMSL.com/miamilab@emsl.com Project ID: Test Report:Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E Appendix E supplemented with EPA 600IR-931116 using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance %Fibrous %Non-Fibrous %Type PRCL 09-11 Stucco Finishing Gray 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 6 7-0011 Homogeneous PRCL 09-12 Stucco Finishing Gray 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 6 7-0012 Homogeneous PRCL 09-13 Plaster Finish White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 6 7-0013 Homogeneous PRCL 09-14 Plaster Finish White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 6 7-0014 Homogeneous PRCL 09-15 Plaster Finish White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 6 7-001 5 Homogeneous 6171 Analyst(s) 7 Kim Wallace(21) Kimberly Wallace,Laboratory Manager or Other Approved Signatory EMSL maintains liability limited to cost of analysis.Interpretation and use of test results are the responsibility of the client.This report relates only to the samples reported above,and may not be reproduced,except in full,without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations.The report reflects the samples as received. Results are generated from the field sampling data(sampling volumes and areas,locations,etc.)provided by the client on the Chain of Custody.Samples are within quality control criteria and met method specifications unless otherwise noted.The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR(previously EPA 600/M4-82-020"Interim Method") but augmented with procedures outlined in the 1993("final')version of the method. This report must not be used by the client to claim product certification,approval,or endorsement by NVLAP,NIST or any agency of the federal government.Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis.Unless requested by the client,building materials manufactured with multiple layers(i.e.linoleum,wallboard,etc.)are reported as a single sample.Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical,Inc.N.Miami Beach,FL NVLAP Lab Code 200204-0 Initial report from:11/24/2023 14:03:22 ASS PLM 00080001 138 Printed:11/24/2023 2:03 PM Pa 3991 I T ;0 T abud Z66£ 0 0 d � y � I a a, m Cn 4 z 4 4 V O Cg al 'O N ^ 3 2 4 Z �! -� T z Y 4 N -cr E 1-0 - 0 o ¢ O O O -� N N w e o -a Q a a"i m LL Y on j n a n in in 0) j�f—' 1 as N • 0 � Y R `o N 3 o r� U o 4,� _0 4 4 0 � ` E •: �� � c� a Q co O w [ W U 1 _ i X = cc w F r• .`• .a (U s7CdC(f L s 7 W d aS M (� CIS (d Q m CI7 G7 ii o ' � m ¢ C6 m m m ¢ E E E ro Q Q Q Q 4 ¢ Q Q Q H H H oR N �' a`) $$ N rIn co off co CIS 0 o p p (5 p C CU v N IA- F- N w Z Z W z to LLl C6 w 0 o ro ro C CJ O a) QI pq c s Ua) - 4 4 4 --) V V1 Z 5 1 H � a J � a O y cn z N -i Ln � � .;ZrN CU-O Q! W aJ Ql N 1-1N M � M CO f— M O H N M LO F Fa n N p y O O O O O O O OO •W 4A M 67 Ol 6 0) M M Cal C] M Ol CT m 0 0 0 0 0 0 0 0 0 0 0 0 0 Cr Cr wLn _ J J J J J J J J J J J J J J Cr p 3 Cy U U U U U (0'? (E) U U U U M U U ` Lq ell z a Q' D' Q' OC a- a CY a o o a a a Q a a a a a a a-a L9v90EZLT :QIJGPJO AppendixIII Photographs ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 3993 Exterior of Residence HA I — Plaster System Walls > 1 rrr% �fll II log. r HA 2 —Tan Caulkin at Exterior Windows HA 3 —Tan Caulkin at Exterior Door / rr/ l IrG rrir v r F,ot r V, r / rStuWalls I �nterior Cottage Plaster Finish uuuuuuuioi a�l (g(}4JWIpr"r� la«rt�'J e J II olll ul� iu�uNrw,ai N ff IIII�� � � r Project 419814 Page 1 of 1 3994 Appendix Sample-Location Diagram ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 3995 cfl 0 cn o,, gar Q 0 -i 0 n u ciff Q 45 Lcn —c,, cn 0 IT z z X: ciff, ............. ............................................................................................................................................................................... z 81 z LLI 0 z < F-1 COD re!��.UU MIX 0 rr, m C z o< z < 0 w 0 ---------------------- Li > > z LLI --j o 11 0 0 > z < > c p -i rrrr LL rr, w -i [L 0 Q z< LLJ 3:Lu U z uj Lli LU > 0 111 0 0 Li 0 7- = fttt lily('), nest IPirouect #19814 i rn i" d 13 Illrr 1 IIr�i v a t i c") r�i o rt B LI i III d i III011 g III III a t r i a LIIII"'V E'�)Y) a rn i r�i g, a r�i d E v aIII L,i at i c") r�l For: Parcel 10— Mead, Paul 2924 Riviera Drive Key West, Florida 33040 Prepared For: Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Garden, Florida 33418 ,A iR u i" s r" EN '\,,r I ON M E NTA L C. O,R'�I '�(Hflh\AW51/PY: I�Ireel, hirl kmderd,le, I Phnne(9,A) .......... ........... \A�W\NArrme�l (,(m, 3'997 CER".r0CA"nor,4 PAGE ............... ............... ............... ............... ..............."I'l""I'll""I'll'llI'llI'll",'llI'llI'll'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""II...................... i rn i d 13 Illrr 1 IIr�i v a i c") r�l 1 Ilrt c")f BL,I III diIIIIg E v aIII Lmt III(1,'Yr'i As�:)(,")sVI,,I)s Mat(,,)Ir4Is Parcel 10 — Mead, Paul 2924 Riviera Drive Key West, Florida 33040 AirQuest Project #19814 �f I ii,e Il a a ii,e d ��� (:) ," Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Gardens, Florida 33418 AirQuest Environmental, Inc. 6851 Southwest 45th Street Fort Lauderdale, Florida 33314 Asbestos Consulting Business #ZA-304 - h i-7 :4 George Raimundo Traci-Anne Boyle, CIH, CSP Industrial Hygienist FL Asbestos Consultant #AX-60 D c,c c,ri 11)c,11- 11.E , 2()2 3 Project 419814 Limited Pre-Renovation Asbestos Survey 3998 xECu-nVE SLYMMARY ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... AirQuest Environmental,Inc. ("AirQuest")performed a limited pre-renovation survey for asbestos containing materials (ACM) within select areas of the interior and exterior of the single-family residence located at 2924 Riviera Drive, Key West, Florida 33040 ("the site"). The survey was performed on November 14, 2023, by AirQuest Industrial Hygienist, Mr. George Raimundo, a trained Asbestos Hazard Emergency Response Act(AHERA) certified asbestos inspector. The purpose of the survey was to locate and identify ACM within the site prior to renovation activities. The survey was performed in compliance with the requirements under the National Emission Standards for Hazardous Air Pollutants (NESHAPs) for an asbestos survey prior to renovation activities. The results of our observation and laboratory analysis identified the following ACM and/or presumed ACM: IuLV or V a,�< <i IL � Ilofl u.arV .,f 9 IIIIIII I U I o �, uu IIII� I Imlllll i ! �uu � I r �IIII�V I I ( HA 3: Exterior 5-10% Chrysotile Good/ 3.5 SF Category II White Caulk Window Non-Friable NESHAPs HA 4: Exterior 7-10% Chrysotile Good/ I SF Category I White Caulk Door Non-Friable INESHAPs SF- Square Feet NESHAP-National Emission Standards for Hazardous Air Pollutants Non-Friable-Material that,when dry,may not be crumbled,pulverized,or reduced to powder by hand pressure. NESHAP Category Recommendations: • Category L• Category I nonfriable ACM refers to asbestos-containing packing, gaskets, resilient floor coverings, and asphalt roofing products. Category I ACM that is in poor condition or is friable is considered a Regulated Asbestos Containing Material (RACM). o Renovation Activities: There is no regulatory guideline that requires removal of Category I nonfriable ACM unless it will be disturbed during renovation or demolition activities. If the Category I nonfriable ACM is to be impacted or removed, the removal must be conducted by a Florida Licensed Asbestos Abatement Contractor, with prior notification to the appropriate County and State of Florida agencies. • Category IL• Category II nonfriable ACM refers to any non-friable material that is not classified under Category L Category II ACM that is in poor condition or is friable is considered RACM. Project 419814 iii Limited Pre-Renovation Asbestos Survey 3999 o Renovation Activities: There is no regulatory guideline that requires removal of Category 11 nonfriable ACM unless they will be disturbed during renovation or demolition activities. If the Category 11 nonfriable ACM is to be impacted or removed, the removal must be conducted by a Florida Licensed Asbestos Abatement Contractor, with prior notification to the appropriate County and State of Florida agencies. The scope of the survey was to locate and identify interior and exterior suspect building materials that may be impacted by upcoming soundproofing renovation activities,which include renovation to select windows, doors, and Heating, Ventilation and Air Conditioning (HVAC) system components. Materials included and sampled during the survey generally included wall systems, ceiling systems, caulking, and mastics associated with the air handler system. The remaining interior building materials and areas,the exterior, and the roof of the building were not included in the scope of the inspection. Destructive sampling procedures were not used to access the interior of wall cavities, fire doors, or above hard ceilings. If any materials are encountered during renovation activities that were not sampled in this report, the materials should not be disturbed until they have been sampled and identified as non-ACM through laboratory analysis. Written notice of intent to renovate or demolish is required ten (10)working days prior to the start of any construction activities. Even if no asbestos is present at the site,notification is still required. Notifications must contain certain specified information including, but not limited to, the scheduled starting and completion dates of the work,the location of the site,the names of operators or asbestos-removal contractors, methods of removal and the amount of asbestos, and whether the operation is a demolition or a renovation. All demolitions and renovations are "subject" to the Asbestos NESHAP insofar as owners and operators must determine if and how much asbestos is present at the site. The Asbestos NESHAP does not apply to residential structures with four or fewer dwellings (i.e., apartments or single-family homes) if they are not part of a larger project. Project 419814 iv Limited Pre-Renovation Asbestos Survey 4000 TA IB III...,III OF C ol°a4" IIE l°a4"r s ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... PAGE EXECUTIVE SUMMARY iii 1 INTRODUCTION AND SITE DESCRIPTION 1 2 SURVEY METHODS AND LABORATORY ANALYSIS 1 2.1 SURVEY METHODS 1 2.2 PLM AND PLM POINT COUNT 2 2.3 TRANSMISSION ELECTRON MICROSCOPY(TEM) 2 3 SUSPECT ASBESTOS CONTAINING MATERIALS 3 4 CONCLUSIONS AND RECOMMENDED RESPONSE ACTION 4 5 LIMITATIONS 5 I'ABLES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Table 1 —Laboratory Analysis and Summary ................................................................................ 3 Table 2 - Asbestos Containing Materials........................................................................................ 4 APPENDICES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .ppeiri lb(, III eirtaficatk)iris .ppeiri lb(, IIIIII II...aIboiratoiry lRepoirt:a irid Chailri of Custody Record .ppeiri lb(, IIIIIIII Rhot:ogiraplhs .ppeiri lb(, IIV Sa irruple-.l1...(:)catk)iri l[): agira irri Project 419814 v Limited Pre-Renovation Asbestos Survey 4001 AiiuQ;"?U at .�f III III r,I:,,I:,,l 0 D I..)c r,III 0 III 1 A I 1 D s III r'E D E S C III"l III III III o III AirQuest Environmental,Inc. ("AirQuest")performed a limited pre-renovation survey for asbestos containing materials (ACM) within select areas of the interior and exterior of the single-family residence located at 2924 Riviera Drive, Key West, Florida 33040 ("the site"). The survey was performed on November 14, 2023, by AirQuest Industrial Hygienist, Mr. George Raimundo, a trained Asbestos Hazard Emergency Response Act (AHERA) certified asbestos inspector (see Appendix I). The purpose of the survey was to locate and identify ACM within the site prior to renovation activities. The survey was performed in compliance with the requirements under the National Emission Standards for Hazardous Air Pollutants (NESHAPs) for an asbestos survey prior to renovation activities. The scope of services for this project consisted of the following five steps: ➢ Building Walk-Through and Observations, ➢ Bulk Sampling of Suspect ACM, ➢ Polarized Light Microscopy (PLM) Analysis of Bulk Samples, ➢ Hazard Assessment and Evaluation, and ➢ Final Report Preparation. The site was a single-family residence. The interior walls were finished with a plaster system. Interior and exterior window white caulk was present around the windows. Exterior door white caulk was present around the doors. The exterior walls were finished with stucco. 2 !�h�l II["IV EY I E''r Ilh.... e O DS NI ������ �� ���;� nrti�� III��,� �,�� nrti���III� NI L.Y&IS The sampling protocol used generally follows AHERA guidelines. AHERA was promulgated by the United States Environmental Protection Agency (EPA) in 1987 and regulated public schools. I I S lU 1,?,,�,V )' II"°°tI 1C]. I ')b Suspect materials are differentiated into three categories: surfacing material, thermal system insulation, or miscellaneous material. Surfacing material is anything that is sprayed or troweled onto a surface. Thermal system insulation is material used to insulate HVAC pipes,tanks, etc., and miscellaneous material is any other type of material. A homogeneous area is defined as an area of surfacing material, thermal system insulation material, or miscellaneous material that is uniform in color and texture. A homogeneous area is not limited to only a room and may be found in several rooms. Sample selection in the building was determined by identifying the homogeneous areas and basing sampling locations upon these areas. Project 419814 1 Limited Pre-Renovation Asbestos Survey 4002 AiiuQ;"?U at In conducting the building inspection in compliance with local, state, and federal regulations, all suspected ACM which were accessible to the inspector, were either sampled to confirm the actual presence of asbestos or assumed to contain asbestos. Building areas between walls,under floors,under concrete slabs and above permanent ceilings, all of which could not be accessed,were not visually inspected nor were materials therein sampled as a part of this building inspection. Due to the fact that over 3,600 different building products are recognized as asbestos containing building materials, it cannot be said that all such products that may be included in the site have been, or could be, identified. v2, `II V"I Ar,IIIf") l "'I C lUNll_1' Analysis was performed using PLM with dispersion staining. The laboratory is rated proficient through National Institute of Standards and Technology - National Voluntary Laboratory Accreditation Program (NIST-NVLAP) for bulk asbestos analysis. NESHAP defines ACM as containing more than 1% asbestos as determined using PLM (as specified in Appendix E, Subpart E, 40 CFR part 763, Section 1, Polarized Light Microscopy). NESHAP defines friable ACM as any material containing more than 1 percent(%) asbestos that, when dry, can be crumbled,pulverized, or reduced to a powder by hand pressure. If the asbestos content of a friable material is less than ten (10) % as determined by a method other than point counting by PLM, the Owner may elect to verify the asbestos content by point counting using PLM. Estimates of quantities of ACM were based upon the identification of suspect materials. Where suspect ACM were located behind walls, above ceilings, beneath carpeting, or other concealed conditions and the quantities cannot be verified, the estimate is based upon the conditions present during the survey. These estimates are not to be considered absolute and should be verified when the ACM is exposed. . r`p��� ��ii III' f II b �ii "ll Iq II � ����1r u « °III IV'" �II p�� �� If:�u� Ilr 1 The method of bulk sample analysis, PLM, is not 100% absolute in the identification of ACM. There are many factors which may contribute to false negatives being reported. Some of the more common factors include non-homogeneity of the building material and the optical variations of the microscopist. Because of the inherent limitations of PLM Bulk Sample analysis, the owner may elect to re-analyze the reported negative PLM samples by TEM to determine whether they may be regulated under NESHAPs. In order to obtain an absolute analysis of a building material, any reported negative sample suspect of being asbestos or any material not sampled should be analyzed by Transmission Electron Microscopy (TEM) with energy dispersive x-ray analysis (EDAX) for bulk-sample confirmation. Interpretation of TEM results must be viewed with caution as these procedures are not presently recognized by EPA regulations. However, they are useful analytical techniques for confirmation of non-friable materials when PLM results are inconclusive. Project 419814 2 Limited Pre-Renovation Asbestos Survey 4003 AiiuQ;"?U au This analytical technique is described in the EPA Guidance Document, EPA/600 R-93/116, July 1993, Test Method—Method for the Determination of Asbestos in Bulk Building Materials. This method, Analytical Electron Microscopy (AEM), also referred to as TEM, can often be a reliable method for the detection and positive identification of asbestos in some bulk building materials, both friable and nonfriable. The method is particularly applicable to bulk materials that contain a large amount of interfering materials that can be removed by asking and/or dissolution and contain asbestos fibers that are not resolved by PLM techniques. Many floor tiles and plasters would be included in the type of sample. In combination with suitable specimen preparation techniques,the AEM method can also be used to quantify asbestos concentrations. The TEM analytical methodology is also referred to in an EPA Advisory, Federal Register, Vol. 59, No. 146, August 1, 1994, Advisory Regarding Availability of an Improved Asbestos Bulk Sample Analysis Sample Test Method, Supplementary Information on Bulk Sample Collection and Analysis. The Advisory states that this approach should be considered for the following circumstances: (1) Floor tiles which may contain thin fibers, and which were analyzed under the 1982 PLM method and found not to be asbestos containing; and (2) materials such as hard wall and acoustical plaster, stucco or other similar multi-layered materials or systems which were not analyzed and reported by layers (discrete strata). �h l..) �� �..� �,"� `a" [` �� ��h� �,�� ndti�� �h� �..� ndti�� III �,�� III III III III Five (5) homogeneous areas (HA) of suspect material were identified and a total of fifteen (15) samples were collected. The laboratory split the samples into layers, resulting in the analysis of twenty-two (22) samples. Sample descriptions and laboratory results are summarized in Table 1. Sample locations and HAs identified to be ACM are described in Section 4. A copy of the laboratory report and chain of custody record is included in Appendix 11. Photographs of each HA are included in Appendix III. A diagram showing sample locations is included in Appendix IV. IC'aIbe ..... III...aIboiratoir+ Airia ysw w a irid Suirriirriairy Samples Collected on November 14, 2023 Q �,,�,,°a,q ��1�11�jUDla�� ;➢r, � a o ¢ w�., �" o a �� k��q�� �b 4W �oiiQr � �� w� 111E �No. PRCL 10-01 1 Southeast Area Plaster System Walls ND PRCL 10-02 1 Northeast Area Plaster System Walls ND PRCL 10-03 1 Southwest Area Plaster System Walls ND PRCL 10-04 2 Southeast Area Interior White ND Window Caulking PRCL 10-05 2 Northeast Area Interior White ND Window Caulking Project 419814 3 Limited Pre-Renovation Asbestos Survey 4004 AiiuQ;"?U as PRCL 10-06 2 South Area Interior White ND Window Caulking PRCL 10-07 3 East Area Exterior White 5% Chrysotile Window Caulking PRCL 10-08 3 Southeast Area Exterior White 10% Chrysotile Window Caulking PRCL 10-09 3 Southeast Area Exterior White 5% Chrysotile Window Caulking PRCL 10-10 4 Northeast Area Exterior White Door 10% Chrysotile Caulking PRCL 10-11 4 Northeast Area Exterior White Door 10% Chrysotile Caulking PRCL 10-12 4 Northeast Area Exterior White Door 7% Chrysotile Caulking PRCL 10-13 5 Southeast Area Stucco ND PRCL 10-14 5 Northeast Area Stucco ND PRCL 10-15 5 Southwest Area Stucco ND l[ C 0 III 1 C I S 0 III 1 S A I 1 D I"l E C 0 N4 IN 4 E I 1 D E D [," E S III 0 III 1 S E c r III oIII The results of our observation and laboratory analysis identified asbestos containing materials as summarized in Table 2. -FaMe 2 .. Asbestos C� iritak iirig I€lat.eHa k �IIIIII�I J� �,uu �ii uiiVll� i i ilia r U � 1( HA 3: Exterior 5-10% Chrysotile Good/ 3.5 SF Category II White Caulk Window Non-Friable NESHAPs HA 4: Exterior 7-10% Chrysotile Good/ 1 SF Category II White Caulk Door Non-Friable NESHAPs SF- Square Feet NESHAP-National Emission Standards for Hazardous Air Pollutants Non-Friable-Material that,when dry,may not be crumbled,pulverized,or reduced to powder by hand pressure. Project 419814 4 Limited Pre-Renovation Asbestos Survey 4005 AiiuQ;"?U at NESHAP Category Recommendations: • Category L• Category I nonfriable ACM refers to asbestos-containing packing, gaskets, resilient floor coverings, and asphalt roofing products. Category I ACM that is in poor condition or is friable is considered a Regulated Asbestos Containing Material (RACM). o Renovation Activities: There is no regulatory guideline that requires removal of Category I nonfriable ACM unless it will be disturbed during renovation or demolition activities. If the Category I nonfriable ACM is to be impacted or removed, the removal must be conducted by a Florida Licensed Asbestos Abatement Contractor, with prior notification to the appropriate County and State of Florida agencies. • Category IL• Category II nonfriable ACM refers to any non-friable material that is not classified under Category L Category II ACM that is in poor condition or is friable is considered RACK o Renovation Activities: There is no regulatory guideline that requires removal of Category 11 nonfriable ACM unless they will be disturbed during renovation or demolition activities. If the Category 11 nonfriable ACM is to be impacted or removed, the removal must be conducted by a Florida Licensed Asbestos Abatement Contractor, with prior notification to the appropriate County and State of Florida agencies. Destructive sampling procedures were not used to access the interior of wall cavities, fire doors, or above hard ceilings. If any materials are encountered during renovation activities that were not sampled in this report, the materials should not be disturbed until they have been sampled and identified as non-ACM through laboratory analysis. Written notice of intent to renovate or demolish is required ten (10)working days prior to the start of any construction activities. Even if no asbestos is present at the site,notification is still required. Notifications must contain certain specified information, including but not limited to, the scheduled starting and completion dates of the work,the location of the site,the names of operators or asbestos removal contractors, methods of removal and the amount of asbestos, and whether the operation is a demolition or a renovation. All demolitions and renovations are "subject" to the Asbestos NESHAP insofar as owners and operators must determine if and how much asbestos is present at the site. The Asbestos NESHAP does not apply to residential structures with four or fewer dwellings (i.e., apartments or single-family homes) if they are not part of a larger project. The scope of the survey was to locate and identify interior and exterior suspect building materials that may be impacted by upcoming soundproofing renovation activities,which include renovation to select windows, doors, and Heating, Ventilation and Air Conditioning (HVAC) system components. Materials included and sampled during the survey generally included wall systems, ceiling systems, caulking, and mastics associated with the air handler system. Project 419814 5 Limited Pre-Renovation Asbestos Survey 4006 AiiuQ;"?U at This report was prepared in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. This report was prepared for the exclusive use of the client and assigned agents and is not intended for any other purposes. Our report is based on the information available to us at the time of our investigation and is limited in scope to the stated purpose and/or the area(s) inspected. Other conditions elsewhere on the site may differ from those in the inspected locations and such conditions are unknown, may change over time, and/or have not been considered. This report does not claim to identify all potential hazards and/or contaminants that may be present, nor does it imply any medical opinion on the relationship of potential health effects with any reported hazards and/or contaminants. Our opinions are based on our findings and professional expertise, with no guaranty or warranty implied herein. The data obtained in this report does not establish the habitability of the site, nor does it determine if a building is safe or unsafe. Should additional information become available, we reserve the right to determine the impact, if any, of the new information on our opinions, conclusions, and recommendations, if necessary, as warranted by the discovery of the additional information. AirQuest accepts no responsibility for interpretation of this report by others. Its contents shall not be used or relied upon by other parties without prior written authorization by AirQuest. Project 419814 6 Limited Pre-Renovation Asbestos Survey 4007 Appendix Certifications ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4008 ..... �C'�' omooi 00000mumoo �-5 70Z O a--; 217 E u O W -a (N W c� U-) 4-1 DC W W °J L/i 0 A W Z4-1 Cu o o, f u W/ %, /�j/' r ' % N Cu i1Z Cu LU 4-1 LL �irl� \W LL/ �PJ f%i, �', O Z '� Cu W M, W V I 1 % a j I— 1 /� %�r % L� Cu �i „ , r r� /r iiD/� �rN bi /�r / a Q W �� I r r % I/ Z O r / i///� i ��� I IIIJ////of i 1 76 W �� �/ia Al� A/ O_ V_ +� tx /mm E/ (A f 1 /r j % aii�i '� /� N 0 O / %%// _ OW ra��,! 4-1 LU 0 CO Q a� Z N O a� W Q u 0 W a V H o FRI � W H 0 � 0 MCI ----4009 0 0 The Environmental Institute Paulo Georcie Raimundo Social Security umber-XXX-XX-1587 AirQuest Environmental, Inc.-6851 SW 45th Street, Davie, FL 33314 Has completed 4 hours of coursework and satisfactorily passed an examination that meets al/criteria required for EPA/AHERA/ASHARA (TSCA Title ll) Approved Reaccreditation Asbestos in Buildings: Inspector Refresher May I6, 2023 19445 Course Date Certificate Number May 16, 2023 Examination Date May 16, 2024 Expiration Date j ThohAT&La nthal-Course Director i Training Location: 6851 SW 45th Street, Davie, FL 33314 (Approved by the ABIH Certification Maintenance Committee for 1/2 CM point-Approval#11-577) (Florida Provider Registration Number FL49-0001342-Course#FL49-0002805) TO-1395 S. Marietta Parkway SE-Building 100,Suite 124-Marietta, GA 30067 Phone:770-427-3600-Website:www.tei-ati.com /Appenclix Laboratory r iRecord ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4011 EMSL Analytical, Inc. EMSL Order: 172306477 Customer ID: AQE63 19501 NE 10th Ave.Bay A N.Miami Beach,FL 33179 Customer PO: Tel/Fax:(305)650-0577/(305)650-0578 M http://www.EMSL.com/miamilab@emsl.com Project ID: Attention: Lab Results Phone: (954)792-4549 AirQuest Environmental, Inc. Fax: (954)792-2221 6851 Southwest 45th Street Received Date: 11/22/2023 9:55 AM Fort Lauderdale, FL 33314 Analysis Date: 11/24/2023 Collected Date: 11/14/2023 Project: 19814-Jacobs/2924 Riviera Dr.. Key West, FL. Test Report.Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E Appendix E supplemented with EPA 600IR-931116 using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance %Fibrous %Non-Fibrous %Type PRCL 10-01-Skim Coat Plaster System White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 77-000 1 Homogeneous PRCL 10-01-Base Coat Plaster System Gray 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 77-000 1A Homogeneous PRCL 10-02-Skim Coat Plaster System White 100%Non-fibrous(Other) None Detected Non-Fibrous 172306477-0002 Homogeneous PRCL 10-02-Base Coat Plaster System Gray 100%Non-fibrous(Other) None Detected Non-Fibrous 172306477-0002A Homogeneous PRCL 10-03-Skim Coat Plaster System White 100%Non-fibrous(Other) None Detected Non-Fibrous 172306477-0003 Homogeneous PRCL 10-03-Base Coat Plaster System Gray 100%Non-fibrous(Other) None Detected Non-Fibrous 172306477-0003A Homogeneous PRCL 10-03-Base Coat Plaster System Gray 100%Non-fibrous(Other) None Detected Non-Fibrous 172306477-0003B Homogeneous PRCL 10-04 Caulk White 100%Non-fibrous(Other) None Detected Non-Fibrous 172306477-0004 Homogeneous PRCL 10-05 Caulk White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 77-000 5 Homogeneous PRCL 10-06 Caulk White 100%Non-fibrous(Other) None Detected Non-Fibrous 172306477-0006 Homogeneous PRCL 10-07 Caulk Tan/White 95%Non-fibrous(Other) 5%Chrysotile Non-Fibrous 1 723064 77-000 7 Heterogeneous PRCL 10-08 Caulk Tan 90%Non-fibrous(Other) 10%Chrysotile Non-Fibrous 1 723064 77-000 8 Heterogeneous PRCL 10-09 Caulk Gray/White 95%Non-fibrous(Other) 5%Chrysotile Non-Fibrous 1 723064 77-000 9 Heterogeneous PRCL 10-10 Caulking Tan/White 90%Non-fibrous(Other) 10%Chrysotile Non-Fibrous 1 723064 77-001 0 Heterogeneous PRCL 10-11 Caulking Tan/White 90%Non-fibrous(Other) 10%Chrysotile Non-Fibrous 1 723064 77-001 1 Heterogeneous PRCL 10-12 Caulking Tan/White 93%Non-fibrous(Other) 7%Chrysotile Non-Fibrous 172306477-0012 Homogeneous Initial report from:11/24/2023 1 3:57:42 ASS PLM 0008...,0001 1,7'8 Printed:11/24/2023 1:57 PM Pa 4012 EMSL Analytical, Inc. EMSL Order: 172306477 Customer ID: AQE63 19501 NE 10th Ave.Bay A N.Miami Beach,FL 33179 Customer PO: Tel/Fax:(305)650-0577/(305)650-0578 M http://www.EMSL.com/miamilab@emsl.com Project ID: Test Report:Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E Appendix E supplemented with EPA 600IR-931116 using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance %Fibrous %Non-Fibrous %Type PRCL 10-13-Skim Coat Stucco White 100%Non-fibrous(Other) None Detected Non-Fibrous 172306477-0013 Homogeneous PRCL 10-13-Base Coat Stucco Gray 100%Non-fibrous(Other) None Detected Non-Fibrous 172306477-0013A Homogeneous PRCL 10-14-Skim Coat Stucco White 100%Non-fibrous(Other) None Detected Non-Fibrous 172306477-0014 Homogeneous PRCL 10-14-Base Coat Stucco Gray 100%Non-fibrous(Other) None Detected Non-Fibrous 172306477-0014A Homogeneous PRCL 10-15-Skim Coat Stucco White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 77-001 5 Homogeneous PRCL 10-15-Base Coat Stucco Gray 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 77-001 5A Homogeneous 6171 Analyst(s) 7 Kim Wallace(14) Kimberly Wallace,Laboratory Manager Mary Hamel(8) or Other Approved Signatory EMSL maintains liability limited to cost of analysis.Interpretation and use of test results are the responsibility of the client.This report relates only to the samples reported above,and may not be reproduced,except in full,without written approval by EMSL.EMSL bears no responsibility for sample collection activities or analytical method limitations.The report reflects the samples as received. Results are generated from the field sampling data(sampling volumes and areas,locations,etc.)provided by the client on the Chain of Custody.Samples are within quality control criteria and met method specifications unless otherwise noted.The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR(previously EPA 600/M4-82-020"Interim Method") but augmented with procedures outlined in the 1993("final')version of the method. This report must not be used by the client to claim product certification,approval,or endorsement by NVLAP,NIST or any agency of the federal government.Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis.Unless requested by the client,building materials manufactured with multiple layers(i.e.linoleum,wallboard,etc.)are reported as a single sample.Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical,Inc.N.Miami Beach,FL NVLAP Lab Code 200204-0 Initial report from:1 1/24/2023 1 3:57:42 ASS PLM 00080001 138 Printed:11/24/2023 1:57 PM Pa 4013 i T ;0 T abud o I tJi. G O a� + C V7 U � W dG m y 4 4 z 4 z 4 z 4 4 z 4 4 Y � b p k, N r co e�i N G1 C7 40 4 4 0 U1 3 U1 �l E ` C7 J iA U L 1 4 4 If7 In 3 W M OO OCA cu 4L n d a- N C/1 m c VI Y se Y II a r., In � o m 0 in C is. 3 3 0 (U1 N'� L z� I Oif 6 ) ui � z n 1 F � G (� td � t� c6 (�i cG co (d c>S id Ca i C 71 W N N 2a? 2 2T 2 2 Gl iv aJ LL I J U Q Q Q Q Q L . Q Q Q Q Q Q Q E E E o41 v as s t t `� s r o2S c2f o2f c°n a ° °z U z z z U) n o fj -�- _ C'V r� i z y Y F A t (U cn z 3 3 W a �- Z Ln LL N O fl W N QNl N r4 N M '4 LCI CO 1— [70 C, O r-1 N M It U GJ � QJ N r fV " O O CD O O O O C.) t-1 r l e-1 ri r I rl t 3 CA O O O O O Q Q Q Q O Q Q Q Q u 3 ^ ,--I �--! .-i r-1 r-I r-1 —4 ri r-i r-i rl e-1 ri r-I •� C a o = O1 � rz (� U U U U U U v c U U U U U U 4, V) `° rn IX Ix m cr 1r of 1r of � Ir = a 1 a a a- a 1l m a. q. a a. a a a 0- Q W IL Cam. � p p p p In 3 LLv90EZLT :QIJGPJO AppendixIII Photographs ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4015 Exterior of Residence HA I —J JPlaster System Wall � »�mu9n,wnNtiiOAN N.. ui,ndr�n�rom�mur�t� Ib�� uiouuli a roue,mart py. x"lw°�'"' uuw - r o�uow ul uu�iuul��111 u r Ili I(�� ll HA 2 — Interior White Window Caulk HA 3 — Exterior White Window Caulk Asbestos Convfln�n N/ �j / e HA 4 — Exterior White Door Caulking HA 5 — Stucco at Exterior Walls Asbestos Convfln�n i i I �r�i� ��dN��Nd�VtldIUIP i rr r� Project 419814 Page 1 of 1 4016 Appendix Sample-Location Diagram ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4017 co o cwr -72 ) 4mJ i5 E zi "I" 11 (5 2 to 0 oll —to I 0 4mJ O to N be z .......... 00 6: 0 ................................................................................ LU............................................................................................................................... Ex CL 7,J it-4 ����� ............... CN ---------------------- , :------------ 4------------------------------ ................. ....................... .................... .........................t 0 Q z < p du L ui W w z cr Lu ILI CL Z w lily('), nest IPirouect #19814 i rn i d 13 Illrr 1 IIr�i v a c") r�i r,')o rt f B LI i III d i III011 g III III a r i a LIIII"'V("'?Y) a rn i r�i g, a r�i d E v aIII L,i a c") r�l For: Parcel 11 —Weiner, Nancy 2930 Riviera Drive Key West, Florida 33040 Prepared For: Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Garden, Florida 33418 ,A iR u i" s r" EN '\,,r I ON M E NTA L C. O,R'�I '�(Hflh\AW51/PY: I�Ireel, hirl kmderd,fle, I Phnne(9,A) .......... ........... \A�W\NArrme�l (,(nm 4'019 CER".r0CA"nor,4 PAGE ............... ............... ............... ............... ..............."I'l""I'll""I'll'llI'llI'll",'llI'llI'll'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""II...................... i rn i d 13 Illrr 1 IIr�i v a i c") r�l 1 Ilrt c")f BL,I III diIIIIg E v aIII Lmt III(1,'Yr'i As�:)(,")sVI,,I)s Mat(,,)Ir4Is Parcel 11 — Weiner, Nancy 2930 Riviera Drive Key West, Florida 33040 AirQuest Project #19814 �f I ii,e Il a a ii,e d ��� (:) ," Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Gardens, Florida 33418 AirQuest Environmental, Inc. 6851 Southwest 45th Street Fort Lauderdale, Florida 33314 Asbestos Consulting Business #ZA-304 2-r:-� George Raimundo Traci-Anne Boyle, CIH, CSP Industrial Hygienist FL Asbestos Consultant #AX-60 D c,c c,ri 11)c,11- 11.E , 2()2 3 Project 419814 Limited Pre-Renovation Asbestos Survey 4020 xECu-nVE SLYMMARY ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... AirQuest Environmental,Inc. ("AirQuest")performed a limited pre-renovation survey for asbestos containing materials (ACM) within select areas of the interior and exterior of the single-family residence located at 2930 Riviera Drive, Key West, Florida 33040 ("the site"). The survey was performed on November 14, 2023, by AirQuest Industrial Hygienist, Mr. George Raimundo, a trained Asbestos Hazard Emergency Response Act(AHERA) certified asbestos inspector. The purpose of the survey was to locate and identify ACM within the site prior to renovation activities. The survey was performed in compliance with the requirements under the National Emission Standards for Hazardous Air Pollutants (NESHAPs) for an asbestos survey prior to renovation activities. The results of our observation and laboratory analysis did not identify ACM in the samples collected from the site. The scope of the survey was to locate and identify interior and exterior suspect building materials that may be impacted by upcoming soundproofing renovation activities,which include renovation to select windows, doors, and Heating, Ventilation and Air Conditioning (HVAC) system components. Materials included and sampled during the survey generally included wall systems, ceiling systems, caulking, and mastics associated with the air handler system. The remaining interior building materials and areas,the exterior, and the roof of the building were not included in the scope of the inspection. Destructive sampling procedures were not used to access the interior of wall cavities, fire doors, or above hard ceilings. If any materials are encountered during renovation activities that were not sampled in this report, the materials should not be disturbed until they have been sampled and identified as non-ACM through laboratory analysis. Written notice of intent to renovate or demolish is required ten (10)working days prior to the start of any construction activities. Even if no asbestos is present at the site,notification is still required. Notifications must contain certain specified information including, but not limited to, the scheduled starting and completion dates of the work,the location of the site,the names of operators or asbestos-removal contractors, methods of removal and the amount of asbestos, and whether the operation is a demolition or a renovation. All demolitions and renovations are "subject" to the Asbestos NESHAP insofar as owners and operators must determine if and how much asbestos is present at the site. The Asbestos NESHAP does not apply to residential structures with four or fewer dwellings (i.e., apartments or single-family homes) if they are not part of a larger project. Project 419814 iii Limited Pre-Renovation Asbestos Survey 4021 TA IB III...,III OF C ol°a4" IIE l°a4"r s ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... PAGE EXECUTIVE SUMMARY iii 1 INTRODUCTION AND SITE DESCRIPTION 1 2 SURVEY METHODS AND LABORATORY ANALYSIS 1 2.1 SURVEY METHODS 1 2.2 PLM AND PLM POINT COUNT 2 2.3 TRANSMISSION ELECTRON MICROSCOPY(TEM) 2 3 SUSPECT ASBESTOS CONTAINING MATERIALS 3 4 CONCLUSIONS AND RECOMMENDED RESPONSE ACTION 4 5 LIMITATIONS 4 I'ABLES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Table 1 —Laboratory Analysis and Summary ................................................................................ 3 APPENDICES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .ppeiri lb(, III eirtaficatk)iris .ppeiri lb(, IIIIII II...aIboiratoiry lRepoirt:a irid Chailri of Custody Record .ppeiri lb(, IIIIIIII Rhot:ogiraplhs .ppeiri lb(, IIV Sa irruple-.l1...(:)catk)iri l[): agira irri Project 419814 iv Limited Pre-Renovation Asbestos Survey 4022 AiiuQ;"?U at .�f III III r,I:,,I:,,l 0 D I..)c r,III 0 III 1 A I 1 D s III r'E D E S C III"l III III III o III AirQuest Environmental,Inc. ("AirQuest")performed a limited pre-renovation survey for asbestos containing materials (ACM) within select areas of the interior and exterior of the single-family residence located at 2930 Riviera Drive, Key West, Florida 33040 ("the site"). The survey was performed on November 14, 2023, by AirQuest Industrial Hygienist, Mr. George Raimundo, a trained Asbestos Hazard Emergency Response Act (AHERA) certified asbestos inspector (see Appendix I). The purpose of the survey was to locate and identify ACM within the site prior to renovation activities. The survey was performed in compliance with the requirements under the National Emission Standards for Hazardous Air Pollutants (NESHAPs) for an asbestos survey prior to renovation activities. The scope of services for this project consisted of the following five steps: ➢ Building Walk-Through and Observations, ➢ Bulk Sampling of Suspect ACM, ➢ Polarized Light Microscopy (PLM) Analysis of Bulk Samples, ➢ Hazard Assessment and Evaluation, and ➢ Final Report Preparation. The site was a single-family residence. The interior walls were finished with a plaster system. Interior and exterior window white caulk were present around windows. The exterior walls were finished with yellow finish stucco. 2 !)l III IV EY N4 E''r III e O DS NNID �� ��;� nrti III,� �, nrti� III� III I L.Y&IS The sampling protocol used generally follows AHERA guidelines. AHERA was promulgated by the United States Environmental Protection Agency (EPA) in 1987 and regulated public schools. I I S lU 1,?,,�,V )' II"°°tI 1C.]. 1 ')b Suspect materials are differentiated into three categories: surfacing material, thermal system insulation, or miscellaneous material. Surfacing material is anything that is sprayed or troweled onto a surface. Thermal system insulation is material used to insulate HVAC pipes,tanks, etc., and miscellaneous material is any other type of material. A homogeneous area is defined as an area of surfacing material, thermal system insulation material, or miscellaneous material that is uniform in color and texture. A homogeneous area is not limited to only a room and may be found in several rooms. Sample selection in the building was determined by identifying the homogeneous areas and basing sampling locations upon these areas. Project 419814 1 Limited Pre-Renovation Asbestos Survey 4023 AiiuQ;"?U at In conducting the building inspection in compliance with local, state, and federal regulations, all suspected ACM which were accessible to the inspector, were either sampled to confirm the actual presence of asbestos or assumed to contain asbestos. Building areas between walls,under floors,under concrete slabs and above permanent ceilings, all of which could not be accessed,were not visually inspected nor were materials therein sampled as a part of this building inspection. Due to the fact that over 3,600 different building products are recognized as asbestos containing building materials, it cannot be said that all such products that may be included in the site have been, or could be, identified. v2, `II V"I Ar,IIIf") l "'I C lUNll_1' Analysis was performed using PLM with dispersion staining. The laboratory is rated proficient through National Institute of Standards and Technology - National Voluntary Laboratory Accreditation Program (NIST-NVLAP) for bulk asbestos analysis. NESHAP defines ACM as containing more than 1% asbestos as determined using PLM (as specified in Appendix E, Subpart E, 40 CFR part 763, Section 1, Polarized Light Microscopy). NESHAP defines friable ACM as any material containing more than 1 percent(%) asbestos that, when dry, can be crumbled,pulverized, or reduced to a powder by hand pressure. If the asbestos content of a friable material is less than ten (10) % as determined by a method other than point counting by PLM, the Owner may elect to verify the asbestos content by point counting using PLM. Estimates of quantities of ACM were based upon the identification of suspect materials. Where suspected ACM were located behind walls, above ceilings, beneath carpeting, or other concealed conditions and the quantities cannot be verified, the estimate is based upon the conditions present during the survey. These estimates are not to be considered absolute and should be verified when the ACM is exposed. . r`p��� ��ii III' f II b �ii "ll Iq II � ����1r u « °III IV'" �II p�� �� If:�u� Ilr 1 The method of bulk sample analysis, PLM, is not 100% absolute in the identification of ACM. There are many factors which may contribute to false negatives being reported. Some of the more common factors include non-homogeneity of the building material and the optical variations of the microscopist. Because of the inherent limitations of PLM Bulk Sample analysis, the owner may elect to re-analyze the reported negative PLM samples by TEM to determine whether they may be regulated under NESHAPs. In order to obtain an absolute analysis of a building material, any reported negative sample suspect of being asbestos or any material not sampled should be analyzed by Transmission Electron Microscopy (TEM) with energy dispersive x-ray analysis (EDAX) for bulk-sample confirmation. Interpretation of TEM results must be viewed with caution as these procedures are not presently recognized by EPA regulations. However, they are useful analytical techniques for confirmation of non-friable materials when PLM results are inconclusive. Project 419814 2 Limited Pre-Renovation Asbestos Survey 4024 AiiuQ;"?U au This analytical technique is described in the EPA Guidance Document, EPA/600 R-93/116, July 1993, Test Method—Method for the Determination of Asbestos in Bulk Building Materials. This method, Analytical Electron Microscopy (AEM), also referred to as TEM, can often be a reliable method for the detection and positive identification of asbestos in some bulk building materials, both friable and nonfriable. The method is particularly applicable to bulk materials that contain a large amount of interfering materials that can be removed by asking and/or dissolution and contain asbestos fibers that are not resolved by PLM techniques. Many floor tiles and plasters would be included in the type of sample. In combination with suitable specimen preparation techniques,the AEM method can also be used to quantify asbestos concentrations. The TEM analytical methodology is also referred to in an EPA Advisory, Federal Register, Vol. 59, No. 146, August 1, 1994, Advisory Regarding Availability of an Improved Asbestos Bulk Sample Analysis Sample Test Method, Supplementary Information on Bulk Sample Collection and Analysis. The Advisory states that this approach should be considered for the following circumstances: (1) Floor tiles which may contain thin fibers, and which were analyzed under the 1982 PLM method and found not to be asbestos containing; and (2) materials such as hard wall and acoustical plaster, stucco or other similar multi-layered materials or systems which were not analyzed and reported by layers (discrete strata). �h l..) �� �..� �,"� `a" [` �� ��h� �,�� ndti�� �h� �..� ndti�� III �,�� III III III III Four (4) homogeneous areas (HA) of suspect material were identified and a total of twelve (12) samples were collected. Sample descriptions and laboratory results are summarized in Table 1. A copy of the laboratory report and chain of custody record is included in Appendix 11. Photographs of each HA are included in Appendix III. A diagram showing sample locations is included in Appendix IV. IC'aIbe ..... III...aIboiratoir+ Airia ysw w a irid Suirriirriairy Samples Collected on November 14, 2023 Q �,,�,°a,q ��1�11�jUDla�� ;➢r, � a o ¢ w�., �" o a �� k��q�� �b 4W �oiiQr � �� w� 111E �No. PRCL 11-01 1 North Area Plaster System Walls ND PRCL 11-02 1 Northeast Area Plaster System Walls ND PRCL 11-03 1 East Area Plaster System Walls ND PRCL 11-04 2 Northeast Area Interior White ND Window Caulking PRCL 11-05 2 East Area Interior White ND Window Caulking PRCL 11-06 2 North Area Interior White ND Window Caulking Project 419814 3 Limited Pre-Renovation Asbestos Survey 4025 "?U at PRCL 11-07 3 East Area Exterior White ND Window Caulking PRCL 11-08 3 West Area Exterior White ND Window Caulking PRCL 11-09 3 Northwest Area Exterior White ND Window Caulking PRCL 11-10 4 Northwest Area Stucco ND PRCL 11-11 4 East Area Stucco ND PRCL 11-12 4 Northeast Area Stucco ND l[ C 0 III 1 C I S 0 III 1 S A I 1 D I"l E C 0 N4 IN 4 E I 1 D E D [," E S ID 0 III 1 S E c r III oIII The results of our observation and laboratory analysis did not identify ACM within the samples collected from the site. Destructive sampling procedures were not used to access the interior of wall cavities, fire doors, or above hard ceilings. If any materials are encountered during renovation activities that were not sampled in this report, the materials should not be disturbed until they have been sampled and identified as non-ACM through laboratory analysis. Written notice of intent to renovate or demolish is required ten (10)working days prior to the start of any construction activities. Even if no asbestos is present at the site,notification is still required. Notifications must contain certain specified information, including but not limited to, the scheduled starting and completion dates of the work,the location of the site,the names of operators or asbestos removal contractors, methods of removal and the amount of asbestos, and whether the operation is a demolition or a renovation. All demolitions and renovations are "subject" to the Asbestos NESHAP insofar as owners and operators must determine if and how much asbestos is present at the site. The Asbestos NESHAP does not apply to residential structures with four or fewer dwellings (i.e., apartments or single-family homes) if they are not part of a larger project. 5 1 III m III r'A r,III o s The scope of the survey was to locate and identify interior and exterior suspect building materials that may be impacted by upcoming soundproofing renovation activities,which include renovation to select windows, doors, and Heating, Ventilation and Air Conditioning (HVAC) system components. Materials included and sampled during the survey generally included wall systems, ceiling systems, caulking, and mastics associated with the air handler system. Project 419814 4 Limited Pre-Renovation Asbestos Survey 4026 AiiuQ;"?U at This report was prepared in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. This report was prepared for the exclusive use of the client and assigned agents and is not intended for any other purposes. Our report is based on the information available to us at the time of our investigation and is limited in scope to the stated purpose and/or the area(s) inspected. Other conditions elsewhere on the site may differ from those in the inspected locations and such conditions are unknown, may change over time, and/or have not been considered. This report does not claim to identify all potential hazards and/or contaminants that may be present, nor does it imply any medical opinion on the relationship of potential health effects with any reported hazards and/or contaminants. Our opinions are based on our findings and professional expertise, with no guaranty or warranty implied herein. The data obtained in this report does not establish the habitability of the site, nor does it determine if a building is safe or unsafe. Should additional information become available, we reserve the right to determine the impact, if any, of the new information on our opinions, conclusions, and recommendations, if necessary, as warranted by the discovery of the additional information. AirQuest accepts no responsibility for interpretation of this report by others. Its contents shall not be used or relied upon by other parties without prior written authorization by AirQuest. Project 419814 5 Limited Pre-Renovation Asbestos Survey 4027 Appendix Certifications ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4028 ..... �C'�' omooi 00000mumoo �-5 70Z O a--; 217 E u O W -a (N W c� U-) 4-1 DC W W °J L/i 0 A W Z4-1 Cu o o, f u W/ %, /�j/' r ' % N Cu i1Z Cu LU 4-1 LL �irl� \W LL/ �PJ f%i, �', O Z '� Cu W M, W V I 1 % a j I— 1 /� %�r % L� Cu �i „ , r r� /r iiD/� �rN bi /�r / a Q W �� I r r % I/ Z O r / i///� i ��� I IIIJ////of i 1 76 W �� �/ia Al� A/ O_ V_ +� tx /mm E/ (A f 1 /r j % aii�i '� /� N 0 O / %%// _ OW ra��,! 4-1 LU 0 CO Q a� Z N O a� W Q u 0 W a V H o FRI � W H 0 � 0 MCI ----4029 0 M O d' The Environmental Institute Paulo Georcie Raimundo Social Security umber-XXX-XX-1587 AirQuest Environmental, Inc.-6851 SW 45th Street, Davie, FL 33314 Has completed 4 hours of coursework and satisfactorily passed an examination that meets al/criteria required for EPA/AHERA/ASHARA (TSCA Title ll) Approved Reaccreditation Asbestos in Buildings: Inspector Refresher May I6, 2023 19445 Course Date Certificate Number May 16, 2023 Examination Date May 16, 2024 Expiration Date j ThohAT&La nthal-Course Director i Training Location: 6851 SW 45th Street, Davie, FL 33314 (Approved by the ABIH Certification Maintenance Committee for 1/2 CM point-Approval#11-577) (Florida Provider Registration Number FL49-0001342-Course#FL49-0002805) TO-1395 S. Marietta Parkway SE-Building 100,Suite 124-Marietta, GA 30067 Phone:770-427-3600-Website:www.tei-ati.com /Appenclix Laboratory r iRecord ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4031 EMSL Analytical, Inc. EMSL Order: 172306479 Customer ID: AQE63 19501 NE 10th Ave.Bay A N.Miami Beach,FL 33179 Customer PO: Tel/Fax:(305)650-0577/(305)650-0578 M http://www.EMSL.com/miamilab@emsl.com Project ID: Attention: Lab Results Phone: (954)792-4549 AirQuest Environmental, Inc. Fax: (954)792-2221 6851 Southwest 45th Street Received Date: 11/22/2023 9:55 AM Fort Lauderdale, FL 33314 Analysis Date: 11/24/2023 Collected Date: 11/14/2023 Project: 19814-Jacobs/2930 Riviera Dr., Key West, FL. Test Report.Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E Appendix E supplemented with EPA 600IR-931116 using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance %Fibrous %Non-Fibrous %Type PRCL 11-01 Plaster System White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 79-000 1 Homogeneous PRCL 11-02 Plaster System White 100%Non-fibrous(Other) None Detected Non-Fibrous 172306479-0002 Homogeneous PRCL 11-03 Plaster System White 100%Non-fibrous(Other) None Detected Non-Fibrous 172306479-0003 Homogeneous PRCL 11-04 Caulking White 100%Non-fibrous(Other) None Detected Non-Fibrous 172306479-0004 Homogeneous PRCL 11-05 Caulking White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 79-000 5 Homogeneous PRCL 11-06 Caulking White 100%Non-fibrous(Other) None Detected Non-Fibrous 172306479-0006 Homogeneous PRCL 11-07 Caulking White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 79-000 7 Homogeneous PRCL 11-08 Caulking White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 79-000 8 Homogeneous PRCL 11-09 Caulking White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 79-000 9 Homogeneous PRCL 11-10 Stucco Gray 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 79-001 0 Homogeneous PRCL 11-11 Stucco Gray 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 79-001 1 Homogeneous PRCL 11-12 Stucco Gray 100%Non-fibrous(Other) None Detected Non-Fibrous 172306479-0012 Homogeneous Initial report from:11/24/2023 1 5:00:02 ASS PLM 0008...,0001 1,7'8 Printed:11/24/2023 3:00 PM Pa 4032 EMSL Analytical, Inc. EMSL Order: 172306479 Customer ID: AQE63 19501 NE 10th Ave.Bay A N.Miami Beach,FL 33179 Customer PO: Tel/Fax:(305)650-0577/(305)650-0578 M http://www.EMSL.com/miamilab@emsl.com Project ID: rz Analyst(s) �� ���������-(�✓ Alexander Pena(4) Kimberly Wallace,Laboratory Manager Mary Hamel(8) or Other Approved Signatory EMSL maintains liability limited to cost of analysis.Interpretation and use of test results are the responsibility of the client.This report relates only to the samples reported above,and may not be reproduced,except in full,without written approval by EMSL.EMSL bears no responsibility for sample collection activities or analytical method limitations.The report reflects the samples as received. Results are generated from the field sampling data(sampling volumes and areas,locations,etc.)provided by the client on the Chain of Custody.Samples are within quality control criteria and met method specifications unless otherwise noted.The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR(previously EPA 600/M4-82-020"Interim Method") but augmented with procedures outlined in the 1993("final')version of the method. This report must not be used by the client to claim product certification,approval,or endorsement by NVLAP,NIST or any agency of the federal government.Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis.Unless requested by the client,building materials manufactured with multiple layers(i.e.linoleum,wallboard,etc.)are reported as a single sample.Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical,Inc.N.Miami Beach,FL NVLAP Lab Code 200204-0 Initial report from:1 1/24/2023 1 5:00:02 ASS PLM 0008...,0001 138 Printed:11/24/2023 3:00 PM Pa 4033 I io I abed # � / 2 § � / R g £ © I a 7 \ 2 2 w w 2 w a En e- 0. r4 7 3 § r-I0 / 2 5 § § 5 o - - O CD ■ o o ? £ ci w # g A m m w 2 2 < § O 2 (U t 0 ° 7 M k � / ( 2 0) ® m 2 ' 77 j = c = 0 2 | § \ 2 _ _ o \ _ ) 0 u / / : 2 ~ ® ? - I w \ \ \ / -�� uI- � 2 - £ - - U . .- - - - - - - - - / - - - — n � rj � k E ® = $ ƒ R % m 0 . R \ & - 2 - -cau) d \ k \ ¢ / < _ < t # m D- § � \ \ v £ § § \ £ \ 2 $ § # / k If $ƒ £ 0) oƒ \ ƒ \ ƒ ƒ / \ kz z ƒ k k k k i : S I § E CF) CD? F / d § & 2 m CL m 3 � � _ / o \ i E . 3 - � � a \ \ / 2 ai I;r m # Q & / d 2 f q f q v ° } g % g 9 % f o � / S S �� 0 th m ƒ 2 up 2 d g d d q \ q \ / d 5 5 -j _ -3 u u = u u = a ) � / Q U O Q o Q O Q Q Q u § x 2 m of Cf of � � ± � � I ' aj � 2 § a- 0- c- m 0- m m I m m Ir-I ƒ � m m t o 3 o - 2 / § w ® g - - q - 3 - LLI 6Lv9oEz:I :GI=a9=o AppendixIII Photographs ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4035 Exterior of Residence HA I - Plaster S stem Wall e �r �r it r r �r i „t • � nk1*rY�1V}f4tG�k1 11 jW��/ :. o ipj l Mr'y' 1 )? a; ,�, rrr, HA 2 - Interior White Window Caulkin HA 3 - Exterior White Window Caulkin r 0 0 n 1 ��r t / i� ry r f/ Project 419814 Page 1 of 2 4036 \\HA 4 -Yellow Finish Stucco at Exterior Walls . ... .. .. . ����y ?/: (/ P M 3!»I9 814 Page 2 of 4037 Appendix Sample-Location Diagram ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4038 O Ij 00 4-J 41d Ptq "I- i� 45 Co u i5 04 Ya W NI as 4-J 4A CA Itt C) 0 ........... CA W CO 4-J ID 0 to 4A 00 Col Q u ,>, ........................... LAI _j I 12 Lfl n 10L E=;7= k n an LL -IJ LN < 0 z z uu W 0 Z lily('), nest IPirouect #19814 i rn i d 13 Illrr 1 IIr�i v a c") r�i r,')o rt f B LI i III d i III011 g III III a r i a LIIII"'V("'?Y) a rn i r�i g, a r�i d E v a III L,i a c") r�l For: Parcel 12 — Dumuta, lonut Bogdan 2919 Riviera Drive Key West, Florida 33040 Prepared For: Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Garden, Florida 33418 ,A iR u i" s r" EN '\,,r I ON M E NTA L C. O,R'�I '�(Hflh\AW51/PY: I�Ireel, hirl kmderd,fle, I Phnne(9,A) .......... ........... \A�W\NArrme�l (,(nm 4'040 CER".r0CA"nor,4 PAGE ............... ............... ............... ............... ..............."I'l""I'll""I'll'llI'llI'll",'llI'llI'll'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""II...................... i rn i d 13 Illrr 1 IIr�i v a i c") r�l 1 Ilrt c")f BL,I III diIIIIg E v aIII Lmt III(1,'Yr'i As�:)(,")sVI,,I)s Mat(,,)Ir4Is Parcel 12 — Dumuta, lonut Bogdan 2919 Riviera Drive Key West, Florida 33040 AirQuest Project #19814 �f I ii,e Il a a ii,e d ��� (:) ," Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Gardens, Florida 33418 AirQuest Environmental, Inc. 6851 Southwest 45th Street Fort Lauderdale, Florida 33314 Asbestos Consulting Business #ZA-304 LL -i-7 :4 h George Raimundo Traci-Anne Boyle, CIH, CSP Industrial Hygienist FL Asbestos Consultant #AX-60 Project 419814 Limited Pre-Renovation Asbestos Survey 4041 xECu-nVE SLYMMARY ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... AirQuest Environmental,Inc. ("AirQuest")performed a limited pre-renovation survey for asbestos containing materials (ACM) within select areas of the interior and exterior of the single-family residence located at 2919 Riviera Drive, Key West, Florida 33040 ("the site"). The survey was performed on November 14, 2023, by AirQuest Industrial Hygienist, Mr. George Raimundo, a trained Asbestos Hazard Emergency Response Act(AHERA) certified asbestos inspector. The purpose of the survey was to locate and identify ACM within the site prior to renovation activities. The survey was performed in compliance with the requirements under the National Emission Standards for Hazardous Air Pollutants (NESHAPs) for an asbestos survey prior to renovation activities. The results of our observation and laboratory analysis did not identify ACM in the samples collected from the site. The scope of the survey was to locate and identify interior and exterior suspect building materials that may be impacted by upcoming soundproofing renovation activities,which include renovation to select windows, doors, and Heating, Ventilation and Air Conditioning (HVAC) system components. Materials included and sampled during the survey generally included wall systems, ceiling systems, caulking, and mastics associated with the air handler system. The remaining interior building materials and areas,the exterior, and the roof of the building were not included in the scope of the inspection. Destructive sampling procedures were not used to access the interior of wall cavities, fire doors, or above hard ceilings. If any materials are encountered during renovation activities that were not sampled in this report, the materials should not be disturbed until they have been sampled and identified as non-ACM through laboratory analysis. Written notice of intent to renovate or demolish is required ten (10)working days prior to the start of any construction activities. Even if no asbestos is present at the site,notification is still required. Notifications must contain certain specified information including, but not limited to, the scheduled starting and completion dates of the work,the location of the site,the names of operators or asbestos-removal contractors, methods of removal and the amount of asbestos, and whether the operation is a demolition or a renovation. All demolitions and renovations are "subject" to the Asbestos NESHAP insofar as owners and operators must determine if and how much asbestos is present at the site. The Asbestos NESHAP does not apply to residential structures with four or fewer dwellings (i.e., apartments or single-family homes) if they are not part of a larger project. Project 419814 iii Limited Pre-Renovation Asbestos Survey 4042 TA IB III...,III OF C ol°a4" IIE l°a4"r s ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... PAGE EXECUTIVE SUMMARY iii 1 INTRODUCTION AND SITE DESCRIPTION 1 2 SURVEY METHODS AND LABORATORY ANALYSIS 1 2.1 SURVEY METHODS 1 2.2 PLM AND PLM POINT COUNT 2 2.3 TRANSMISSION ELECTRON MICROSCOPY(TEM) 2 3 SUSPECT ASBESTOS CONTAINING MATERIALS 3 4 CONCLUSIONS AND RECOMMENDED RESPONSE ACTION 4 5 LIMITATIONS 4 I'ABLES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Table 1 —Laboratory Analysis and Summary ................................................................................ 3 APPENDICES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .ppeiri lb(, III eirtaficatk)iris .ppeiri lb(, IIIIII II...aIboiratoiry lRepoirt:a irid Chailri of Custody Record .ppeiri lb(, IIIIIIII Rhot:ogiraplhs .ppeiri lb(, IIV Sa irruple-.l1...(:)catk)iri l[): agira irri Project 419814 iv Limited Pre-Renovation Asbestos Survey 4043 AiiuQ;"?U at .�f III III r,I:,,I:,,l 0 D I..)c r,III 0 III 1 A I 1 D s III r'E D E S C III"l III III III o III AirQuest Environmental,Inc. ("AirQuest")performed a limited pre-renovation survey for asbestos containing materials (ACM) within select areas of the interior and exterior of the single-family residence located at 2919 Riviera Drive, Key West, Florida 33040 ("the site"). The survey was performed on November 14, 2023, by AirQuest Industrial Hygienist, Mr. George Raimundo, a trained Asbestos Hazard Emergency Response Act (AHERA) certified asbestos inspector (see Appendix I). The purpose of the survey was to locate and identify ACM within the site prior to renovation activities. The survey was performed in compliance with the requirements under the National Emission Standards for Hazardous Air Pollutants (NESHAPs) for an asbestos survey prior to renovation activities. The scope of services for this project consisted of the following five steps: ➢ Building Walk-Through and Observations, ➢ Bulk Sampling of Suspect ACM, ➢ Polarized Light Microscopy (PLM) Analysis of Bulk Samples, ➢ Hazard Assessment and Evaluation, and ➢ Final Report Preparation. The site was a single-family residence. The interior walls were finished with a plaster system. Interior window white caulk was present around windows and exterior window stucco was present around windows. The cottage walls were finished with drywall system. 2 !�h�l II["IV EY I E''r Ilh..... e O DS NI ������ �� ���;�� nrti�� III��,� �,�� nrti��� III� NI L.Y&IS The sampling protocol used generally follows AHERA guidelines. AHERA was promulgated by the United States Environmental Protection Agency (EPA) in 1987 and regulated public schools. I I S lU 1,?,,�,V )' II"°°tI 1C.]. 1 ')b Suspect materials are differentiated into three categories: surfacing material, thermal system insulation, or miscellaneous material. Surfacing material is anything that is sprayed or troweled onto a surface. Thermal system insulation is material used to insulate HVAC pipes,tanks, etc., and miscellaneous material is any other type of material. A homogeneous area is defined as an area of surfacing material, thermal system insulation material, or miscellaneous material that is uniform in color and texture. A homogeneous area is not limited to only a room and may be found in several rooms. Sample selection in the building was determined by identifying the homogeneous areas and basing sampling locations upon these areas. Project 419814 1 Limited Pre-Renovation Asbestos Survey 4044 AiiuQ;"?U at In conducting the building inspection in compliance with local, state, and federal regulations, all suspected ACM which were accessible to the inspector, were either sampled to confirm the actual presence of asbestos or assumed to contain asbestos. Building areas between walls,under floors,under concrete slabs and above permanent ceilings, all of which could not be accessed,were not visually inspected nor were materials therein sampled as a part of this building inspection. Due to the fact that over 3,600 different building products are recognized as asbestos containing building materials, it cannot be said that all such products that may be included in the site have been, or could be, identified. v2, `II V"I Ar,IIIf") l "'I C lUNll_1' Analysis was performed using PLM with dispersion staining. The laboratory is rated proficient through National Institute of Standards and Technology - National Voluntary Laboratory Accreditation Program (NIST-NVLAP) for bulk asbestos analysis. NESHAP defines ACM as containing more than 1% asbestos as determined using PLM (as specified in Appendix E, Subpart E, 40 CFR part 763, Section 1, Polarized Light Microscopy). NESHAP defines friable ACM as any material containing more than 1 percent(%) asbestos that, when dry, can be crumbled,pulverized, or reduced to a powder by hand pressure. If the asbestos content of a friable material is less than ten (10) % as determined by a method other than point counting by PLM, the Owner may elect to verify the asbestos content by point counting using PLM. Estimates of quantities of ACM were based upon the identification of suspect materials. Where suspect ACM were located behind walls, above ceilings, beneath carpeting, or other concealed conditions and the quantities cannot be verified, the estimate is based upon the conditions present during the survey. These estimates are not to be considered absolute and should be verified when the ACM is exposed. . r`p��� ��ii III' f II b �ii "ll Iq II � ����1r u « °III IV'" �II p�� �� If:�u� Ilr 1 The method of bulk sample analysis, PLM, is not 100% absolute in the identification of ACM. There are many factors which may contribute to false negatives being reported. Some of the more common factors include non-homogeneity of the building material and the optical variations of the microscopist. Because of the inherent limitations of PLM Bulk Sample analysis, the owner may elect to re-analyze the reported negative PLM samples by TEM to determine whether they may be regulated under NESHAPs. In order to obtain an absolute analysis of a building material, any reported negative sample suspect of being asbestos or any material not sampled should be analyzed by Transmission Electron Microscopy (TEM) with energy dispersive x-ray analysis (EDAX) for bulk-sample confirmation. Interpretation of TEM results must be viewed with caution as these procedures are not presently recognized by EPA regulations. However, they are useful analytical techniques for confirmation of non-friable materials when PLM results are inconclusive. Project 419814 2 Limited Pre-Renovation Asbestos Survey 4045 AiiuQ;"?U au This analytical technique is described in the EPA Guidance Document, EPA/600 R-93/116, July 1993, Test Method—Method for the Determination of Asbestos in Bulk Building Materials. This method, Analytical Electron Microscopy (AEM), also referred to as TEM, can often be a reliable method for the detection and positive identification of asbestos in some bulk building materials, both friable and nonfriable. The method is particularly applicable to bulk materials that contain a large amount of interfering materials that can be removed by asking and/or dissolution and contain asbestos fibers that are not resolved by PLM techniques. Many floor tiles and plasters would be included in the type of sample. In combination with suitable specimen preparation techniques,the AEM method can also be used to quantify asbestos concentrations. The TEM analytical methodology is also referred to in an EPA Advisory, Federal Register, Vol. 59, No. 146, August 1, 1994, Advisory Regarding Availability of an Improved Asbestos Bulk Sample Analysis Sample Test Method, Supplementary Information on Bulk Sample Collection and Analysis. The Advisory states that this approach should be considered for the following circumstances: (1) Floor tiles which may contain thin fibers, and which were analyzed under the 1982 PLM method and found not to be asbestos containing; and (2) materials such as hard wall and acoustical plaster, stucco or other similar multi-layered materials or systems which were not analyzed and reported by layers (discrete strata). �h l..) �� �..� �,"� `a" [` �� ��h� �,�� ndti�� �h� �..� ndti�� III �,�� III III III III Four (4) homogeneous areas (HA) of suspect material were identified and a total of twelve (12) samples were collected. The laboratory split the samples into layers, resulting in the analysis of fifteen (15) samples. Sample descriptions and laboratory results are summarized in Table 1. A copy of the laboratory report and chain of custody record is included in Appendix 11. Photographs of each HA are included in Appendix III. A diagram showing sample locations is included in Appendix IV. IC'aIbe ..... III...aIboiratoir+ Airia ysw w a irid Suirriirriairy Samples Collected on November 14, 2023 Om PRCL 12-01 1 Southeast Area Plaster System Walls ND PRCL 12-02 1 East Area Plaster System Walls ND PRCL 12-03 1 Southwest Area Plaster System Walls ND PRCL 12-04 2 Southeast Area Interior White ND Window Caulking PRCL 12-05 2 East Area Interior White ND Window Caulking PRCL 12-06 2 East Area Interior White ND Window Caulking Project 419814 3 Limited Pre-Renovation Asbestos Survey 4046 "?U at PRCL 12-07 3 Southwest Area Stucco ND PRCL 12-08 3 Southeast Area Stucco ND PRCL 12-09 3 Northwest Area Stucco ND PRCL 12-10 4 South Area Drywall System Walls ND PRCL 12-11 4 East Area Drywall System Walls ND PRCL 12-12 4 East Area Drywall System Walls ND l[ C 0 III 1 C I S 0 III 1 S A I 1 D I"l E C 0 N4 IN 4 E I 1 D E D [," E S III 0 III 1 S E c r III oIII The results of our observation and laboratory analysis did not identify ACM within the samples collected from the site. Destructive sampling procedures were not used to access the interior of wall cavities, fire doors, or above hard ceilings. If any materials are encountered during renovation activities that were not sampled in this report, the materials should not be disturbed until they have been sampled and identified as non-ACM through laboratory analysis. Written notice of intent to renovate or demolish is required ten (10)working days prior to the start of any construction activities. Even if no asbestos is present at the site,notification is still required. Notifications must contain certain specified information, including but not limited to, the scheduled starting and completion dates of the work,the location of the site,the names of operators or asbestos removal contractors, methods of removal and the amount of asbestos, and whether the operation is a demolition or a renovation. All demolitions and renovations are "subject" to the Asbestos NESHAP insofar as owners and operators must determine if and how much asbestos is present at the site. The Asbestos NESHAP does not apply to residential structures with four or fewer dwellings (i.e., apartments or single-family homes) if they are not part of a larger project. 5 1 III m III r'A r,III o s The scope of the survey was to locate and identify interior and exterior suspect building materials that may be impacted by upcoming soundproofing renovation activities,which include renovation to select windows, doors, and Heating, Ventilation and Air Conditioning (HVAC) system components. Materials included and sampled during the survey generally included wall systems, ceiling systems, caulking, and mastics associated with the air handler system. Project 419814 4 Limited Pre-Renovation Asbestos Survey 4047 AiiuQ;"?U at This report was prepared in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. This report was prepared for the exclusive use of the client and assigned agents and is not intended for any other purposes. Our report is based on the information available to us at the time of our investigation and is limited in scope to the stated purpose and/or the area(s) inspected. Other conditions elsewhere on the site may differ from those in the inspected locations and such conditions are unknown, may change over time, and/or have not been considered. This report does not claim to identify all potential hazards and/or contaminants that may be present, nor does it imply any medical opinion on the relationship of potential health effects with any reported hazards and/or contaminants. Our opinions are based on our findings and professional expertise, with no guaranty or warranty implied herein. The data obtained in this report does not establish the habitability of the site, nor does it determine if a building is safe or unsafe. Should additional information become available, we reserve the right to determine the impact, if any, of the new information on our opinions, conclusions, and recommendations, if necessary, as warranted by the discovery of the additional information. AirQuest accepts no responsibility for interpretation of this report by others. Its contents shall not be used or relied upon by other parties without prior written authorization by AirQuest. Project 419814 5 Limited Pre-Renovation Asbestos Survey 4048 Appendix Certifications ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4049 ..... �C'�' omooi 00000mumoo �-5 70Z O a--; 217 E u O W -a (N W c� U-) 4-1 DC W W °J L/i 0 A W Z4-1 Cu o o, f u W/ %, /�j/' r ' % N Cu i1Z Cu LU 4-1 LL �irl� \W LL/ �PJ f%i, �', O Z '� Cu W M, W V I 1 % a j I— 1 /� %�r % L� Cu �i „ , r r� /r iiD/� �rN bi /�r / a Q W �� I r r % I/ Z O r / i///� i ��� I IIIJ////of i 1 76 W �� �/ia Al� A/ O_ V_ +� tx /mm E/ (A f 1 /r j % aii�i '� /� N 0 O / %%// _ OW ra��,! 4-1 LU 0 CO Q a� Z N O a� W Q u 0 W a V H o FRI � W H 0 � 0 MCI ----4050 V- LO 0 The Environmental Institute Paulo Georcie Raimundo Social Security umber-XXX-XX-1587 AirQuest Environmental, Inc.-6851 SW 45th Street, Davie, FL 33314 Has completed 4 hours of coursework and satisfactorily passed an examination that meets al/criteria required for EPA/AHERA/ASHARA (TSCA Title ll) Approved Reaccreditation Asbestos in Buildings: Inspector Refresher May I6, 2023 19445 Course Date Certificate Number May 16, 2023 Examination Date May 16, 2024 Expiration Date j ThohAT&La nthal-Course Director i Training Location: 6851 SW 45th Street, Davie, FL 33314 (Approved by the ABIH Certification Maintenance Committee for 1/2 CM point-Approval#11-577) (Florida Provider Registration Number FL49-0001342-Course#FL49-0002805) TO-1395 S. Marietta Parkway SE-Building 100,Suite 124-Marietta, GA 30067 Phone:770-427-3600-Website:www.tei-ati.com /Appenclix Laboratory r iRecord ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4052 EMSL Analytical, Inc. EMSL Order: 172306461 Customer ID: AQE63 19501 NE 10th Ave.Bay A N.Miami Beach,FL 33179 Customer PO: Tel/Fax:(305)650-0577/(305)650-0578 M http://www.EMSL.com/miamilab@emsl.com Project ID: Attention: Lab Results Phone: (954)792-4549 AirQuest Environmental, Inc. Fax: (954)792-2221 6851 Southwest 45th Street Received Date: 11/22/2023 9:55 AM Fort Lauderdale, FL 33314 Analysis Date: 11/27/2023 Collected Date: 11/14/2023 Project: 19814-Jacobs/2919 Riviera Dr., Key West, FL. Test Report.Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E Appendix E supplemented with EPA 600IR-931116 using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance %Fibrous %Non-Fibrous %Type PRCL 12-01 Plaster System White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 61-000 1 Homogeneous PRCL 12-02-Drywall Plaster System Brown/White 10%Cellulose 90%Non-fibrous(Other) None Detected Fibrous <1%Glass 172306461-0002 Heterogeneous PRCL 12-02-Joint Plaster System White 100%Non-fibrous(Other) None Detected Compound Non-Fibrous Homogeneous 172306461-0002A PRCL 12-03 Plaster System White 100%Non-fibrous(Other) None Detected Non-Fibrous 172306461-0003 Homogeneous PRCL 12-04 Caulk White 100%Non-fibrous(Other) None Detected Non-Fibrous 172306461-0004 Homogeneous PRCL 12-05 Caulk White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 61-000 5 Homogeneous PRCL 12-06 Caulk White 100%Non-fibrous(Other) None Detected Non-Fibrous 172306461-0006 Homogeneous PRCL 12-07 Stucco Gray/Pink 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 61-000 7 Heterogeneous PRCL 12-08 Stucco Gray/Pink 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 61-000 8 Heterogeneous PRCL 12-09 Stucco Gray 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 61-000 9 Heterogeneous PRCL 12-10-Drywall Drywall System Brown/White 10%Cellulose 90%Non-fibrous(Other) None Detected Fibrous <1%Glass 1 723064 61-001 0 Heterogeneous PRCL 12-10-Joint Drywall System White 100%Non-fibrous(Other) None Detected Compound Non-Fibrous Homogeneous 172306461-0010A PRCL 12-11-Drywall Drywall System Brown/White 10%Cellulose 90%Non-fibrous(Other) None Detected Fibrous <1%Glass 1 723064 61-001 1 Heterogeneous PRCL 12-11-Joint Drywall System White 100%Non-fibrous(Other) None Detected Compound Non-Fibrous Homogeneous 172306461-0011A PRCL 12-12 Drywall System White 100%Non-fibrous(Other) None Detected Non-Fibrous 172306461-0012 Homogeneous Initial report from:11/27/2023 1 1:40:19 ASS PLM 0008...,0001 1,7'8 Printed:11/27/2023 11:40 AM Pa 4053 EMSL Analytical, Inc. EMSL Order: 172306461 Customer ID: AQE63 19501 NE 10th Ave.Bay A N.Miami Beach,FL 33179 Customer PO: Tel/Fax:(305)650-0577/(305)650-0578 M http://www.EMSL.com/miamilab@emsl.com Project ID: rz Analyst(s) �� ���������-(�✓ Alexander Pena(11) Kimberly Wallace,Laboratory Manager Kim Wallace(4) or Other Approved Signatory EMSL maintains liability limited to cost of analysis.Interpretation and use of test results are the responsibility of the client.This report relates only to the samples reported above,and may not be reproduced,except in full,without written approval by EMSL.EMSL bears no responsibility for sample collection activities or analytical method limitations.The report reflects the samples as received. Results are generated from the field sampling data(sampling volumes and areas,locations,etc.)provided by the client on the Chain of Custody.Samples are within quality control criteria and met method specifications unless otherwise noted.The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR(previously EPA 600/M4-82-020"Interim Method') but augmented with procedures outlined in the 1993("final')version of the method. This report must not be used by the client to claim product certification,approval,or endorsement by NVLAP,NIST or any agency of the federal government.Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis.Unless requested by the client,building materials manufactured with multiple layers(i.e.linoleum,wallboard,etc.)are reported as a single sample.Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical,Inc.N.Miami Beach,FL NVLAP Lab Code 200204-0 Initial report from:1 1/27/2023 1 1:40:19 ASS 138 Printed:11/27/2023 11:40AM Pa 4054 I � io I abed a � gg0# m \ � 4,11AM t - I U m2 99 » w 9 Cale u rn Io# O a 9 0 ¥ a G a a o a a M . -4 q o O � .. a � ^ � k j ( ° . / a a � a@ ) a a / a a 2 u 2 < O 2 24j 4j a (D cv o a) # _ E " E Ln a a- / $ to 7 / � / � ) \ @ k ® f u 0 -C a w § 9 w G e 5 A a a . Z S < v0 , Ln E _ § .0u � ` % w t / )s - - - - — - - � � � 2 �� - -•— — ) � 2 41 e , in M / " (v r.: 2 § 0 0 § K iz q \ < ® < < (is m < < < § m v 41 m a c k co \ \ a) / a) a) / / / CL E \ I © ° # a e > G a) 3: a G 06 cz cz ° S E £ o £ £ ® = t 6 = \ ® ® p x & 2 m / R w w A C) 0 m ± $ $ $ I m m m m 0 �Z 3 R R E I � 3 \ ® a s § a 2 \ a a 2 a a / \ o 2 2 ƒ \ c m q � k e -0 _a z f q -0 -0 41 2 k o g $ a g G E E 2 S \ / / $ § , 2 S S % 5 g d Q d % d \ ' ° . e u u u a u u u a u = Q 0 \ $ / U Q u o e o U U o e e R 3 q� 2 § a ƒ ƒ ƒ E ƒ ƒ I E ƒ ƒ ƒ ƒ / . \ B LO 5 e § w a E 5 5 e � I9#9OEz:I :GI=a9=o AppendixIII Photographs ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4056 I i hN Y li �I Exterior of Residence HA I - Plaster System Wall (II HA 2 - Interior White Window Caulkin HA 3 - Exterior Window Caulkin at Stucco IMAM I � eui uir l u �e i� i f ��f YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY m�h uu - / / uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuui�i�i�i�i�i�i�i�i�i�i�i�ii�i�i�� i uu r- HA 4 - Dr all S stem in Cotta e / u Project 419814 Page 1 of 1 4057 Appendix Sample-Location Diagram ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4058 0 0 vY .......... ........ PT4 wk z z z 2! C�2 co En LLI LL uj yyYYyyff ct co Ln Ld uj Ld ly lull �IIz < j L16 '.j 5 0 CI ou z< Lu lily('), nest IPirouect #19814 i rn i d 13 Illrr 1 IIr�i v a c") r�i r,')o rt f B LI i III d i III011 g III III a r i a LIIII"'V("'?Y) a rn i r�i g, a r�i d E v a III L,i a c") r�l For: Parcel 15 — Menendez, Amber 2918 Flagler Avenue Key West, Florida 33040 Prepared For: Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Garden, Florida 33418 ,A iR u i" s r" EN '\,,r I ON M E NTA L C. O,R'�I '�(HHIIIWH51/PY: I�Ireel, hirl kmderd,le, I Phnne(9,A) .......... ........... \A�W\NArrme�l (,(nm 4'060 CER".r0CA"nor,4 PAGE ............... ............... ............... ............... ..............."I'l""I'll""I'll'llI'llI'll",'llI'llI'll'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""II...................... i rn i d 13 Illrr 1 IIr�i v a i c") r�l 1 Ilrt c")f BL,I III diIIIIg E v aIII Lmt III(1,'Yr'i As�:)(,")sVI,,I)s Mat(,,)Ir4Is Parcel 15 — Menendez, Amber 2918 Flagler Avenue Key West, Florida 33040 AirQuest Project #19814 �f I ii,e Il a a ii,e d ��� (:) ," Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Gardens, Florida 33418 AirQuest Environmental, Inc. 6851 Southwest 45th Street Fort Lauderdale, Florida 33314 Asbestos Consulting Business #ZA-304 41 George Raimundo Traci-Anne Boyle, CIH, CSP Industrial Hygienist FL Asbestos Consultant #AX-60 D c,c c,ri 11)c,11- 11.E , 2()2 3 Project 419814 Limited Pre-Renovation Asbestos Survey 4061 xECu-nVE SLYMMARY ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... AirQuest Environmental,Inc. ("AirQuest")performed a limited pre-renovation survey for asbestos containing materials (ACM) within select areas of the interior and exterior of the single-family residence located at 2918 Flagler Avenue, Key West, Florida 33040 ("the site"). The survey was performed on November 14, 2023, by AirQuest Industrial Hygienist, Mr. George Raimundo, a trained Asbestos Hazard Emergency Response Act(AHERA) certified asbestos inspector. The purpose of the survey was to locate and identify ACM within the site prior to renovation activities. The survey was performed in compliance with the requirements under the National Emission Standards for Hazardous Air Pollutants (NESHAPs) for an asbestos survey prior to renovation activities. The results of our observation and laboratory analysis did not identify ACM in the samples collected from the site. The scope of the survey was to locate and identify interior and exterior suspect building materials that may be impacted by upcoming soundproofing renovation activities,which include renovation to select windows, doors, and Heating, Ventilation and Air Conditioning (HVAC) system components. Materials included and sampled during the survey generally included wall systems, ceiling systems, caulking, and mastics associated with the air handler system. The remaining interior building materials and areas,the exterior, and the roof of the building were not included in the scope of the inspection. Destructive sampling procedures were not used to access the interior of wall cavities, fire doors, or above hard ceilings. If any materials are encountered during renovation activities that were not sampled in this report, the materials should not be disturbed until they have been sampled and identified as non-ACM through laboratory analysis. Written notice of intent to renovate or demolish is required ten (10)working days prior to the start of any construction activities. Even if no asbestos is present at the site,notification is still required. Notifications must contain certain specified information including, but not limited to, the scheduled starting and completion dates of the work,the location of the site,the names of operators or asbestos-removal contractors, methods of removal and the amount of asbestos, and whether the operation is a demolition or a renovation. All demolitions and renovations are "subject" to the Asbestos NESHAP insofar as owners and operators must determine if and how much asbestos is present at the site. The Asbestos NESHAP does not apply to residential structures with four or fewer dwellings (i.e., apartments or single-family homes) if they are not part of a larger project. Project 419814 iii Limited Pre-Renovation Asbestos Survey 4062 TA IB III...,III OF C ol°a4" IIE l°a4"r s ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... PAGE EXECUTIVE SUMMARY iii 1 INTRODUCTION AND SITE DESCRIPTION 1 2 SURVEY METHODS AND LABORATORY ANALYSIS 1 2.1 SURVEY METHODS 1 2.2 PLM AND PLM POINT COUNT 2 2.3 TRANSMISSION ELECTRON MICROSCOPY(TEM) 2 3 SUSPECT ASBESTOS CONTAINING MATERIALS 3 4 CONCLUSIONS AND RECOMMENDED RESPONSE ACTION 4 5 LIMITATIONS 4 I'ABLES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Table 1 —Laboratory Analysis and Summary ................................................................................ 3 APPENDICES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .ppeiri lb(, III eirtaficatk)iris .ppeiri lb(, IIIIII II...aIboiratoiry lRepoirt:a irid Chailri of Custody Record .ppeiri lb(, IIIIIIII Rhot:ogiraplhs .ppeiri lb(, IIV Sa irruple-.l1...(:)catk)iri l[): agira irri Project 419814 iv Limited Pre-Renovation Asbestos Survey 4063 AiiuQ;"?U at .�f III III r,I:,,I:,,l 0 D I..)c r,III 0 III 1 A I 1 D s III r'E D E S C III"l III III III o III AirQuest Environmental,Inc. ("AirQuest")performed a limited pre-renovation survey for asbestos containing materials (ACM) within select areas of the interior and exterior of the single-family residence located at 2918 Flagler Avenue, Key West, Florida 33040 ("the site"). The survey was performed on November 14, 2023, by AirQuest Industrial Hygienist, Mr. George Raimundo, a trained Asbestos Hazard Emergency Response Act (AHERA) certified asbestos inspector (see Appendix I). The purpose of the survey was to locate and identify ACM within the site prior to renovation activities. The survey was performed in compliance with the requirements under the National Emission Standards for Hazardous Air Pollutants (NESHAPs) for an asbestos survey prior to renovation activities. The scope of services for this project consisted of the following five steps: ➢ Building Walk-Through and Observations, ➢ Bulk Sampling of Suspect ACM, ➢ Polarized Light Microscopy (PLM) Analysis of Bulk Samples, ➢ Hazard Assessment and Evaluation, and ➢ Final Report Preparation. The site was a single-family residence. The interior walls were finished with a plaster system. Interior and exterior window white caulk was present around the windows. The exterior door white caulk was present around the doors. The exterior walls were finished with stucco. 2 !�h�l II["IV EY I E''r Ilh..... e O DS NI ������ �� ���;�� nrti�� III��,� �,�� nrti��� III� NI L.Y&IS The sampling protocol used generally follows AHERA guidelines. AHERA was promulgated by the United States Environmental Protection Agency (EPA) in 1987 and regulated public schools. I I S lU 1,?,,�,V )' II"°°tI 1C.]. 1 ')b Suspect materials are differentiated into three categories: surfacing material, thermal system insulation, or miscellaneous material. Surfacing material is anything that is sprayed or troweled onto a surface. Thermal system insulation is material used to insulate HVAC pipes,tanks, etc., and miscellaneous material is any other type of material. A homogeneous area is defined as an area of surfacing material, thermal system insulation material, or miscellaneous material that is uniform in color and texture. A homogeneous area is not limited to only a room and may be found in several rooms. Sample selection in the building was determined by identifying the homogeneous areas and basing sampling locations upon these areas. Project 419814 1 Limited Pre-Renovation Asbestos Survey 4064 AiiuQ;"?U at In conducting the building inspection in compliance with local, state, and federal regulations, all suspected ACM which were accessible to the inspector, were either sampled to confirm the actual presence of asbestos or assumed to contain asbestos. Building areas between walls,under floors,under concrete slabs and above permanent ceilings, all of which could not be accessed,were not visually inspected nor were materials therein sampled as a part of this building inspection. Due to the fact that over 3,600 different building products are recognized as asbestos containing building materials, it cannot be said that all such products that may be included in the site have been, or could be, identified. v2, `II V"I Ar,IIIf") l "'I C lUNll_1' Analysis was performed using PLM with dispersion staining. The laboratory is rated proficient through National Institute of Standards and Technology - National Voluntary Laboratory Accreditation Program (NIST-NVLAP) for bulk asbestos analysis. NESHAP defines ACM as containing more than 1% asbestos as determined using PLM (as specified in Appendix E, Subpart E, 40 CFR part 763, Section 1, Polarized Light Microscopy). NESHAP defines friable ACM as any material containing more than 1 percent(%) asbestos that, when dry, can be crumbled,pulverized, or reduced to a powder by hand pressure. If the asbestos content of a friable material is less than ten (10) % as determined by a method other than point counting by PLM, the Owner may elect to verify the asbestos content by point counting using PLM. Estimates of quantities of ACM were based upon the identification of suspect materials. Where suspect ACM were located behind walls, above ceilings, beneath carpeting, or other concealed conditions and the quantities cannot be verified, the estimate is based upon the conditions present during the survey. These estimates are not to be considered absolute and should be verified when the ACM is exposed. . r`p��� ��ii III' f II b �ii "ll Iq II � ����1r u « °III IV'" �II p�� �� If:�u� Ilr 1 The method of bulk sample analysis, PLM, is not 100% absolute in the identification of ACM. There are many factors which may contribute to false negatives being reported. Some of the more common factors include non-homogeneity of the building material and the optical variations of the microscopist. Because of the inherent limitations of PLM Bulk Sample analysis, the owner may elect to re-analyze the reported negative PLM samples by TEM to determine whether they may be regulated under NESHAPs. In order to obtain an absolute analysis of a building material, any reported negative sample suspect of being asbestos or any material not sampled should be analyzed by Transmission Electron Microscopy (TEM) with energy dispersive x-ray analysis (EDAX) for bulk-sample confirmation. Interpretation of TEM results must be viewed with caution as these procedures are not presently recognized by EPA regulations. However, they are useful analytical techniques for confirmation of non-friable materials when PLM results are inconclusive. Project 419814 2 Limited Pre-Renovation Asbestos Survey 4065 AiiuQ;"?U au This analytical technique is described in the EPA Guidance Document, EPA/600 R-93/116, July 1993, Test Method—Method for the Determination of Asbestos in Bulk Building Materials. This method, Analytical Electron Microscopy (AEM), also referred to as TEM, can often be a reliable method for the detection and positive identification of asbestos in some bulk building materials, both friable and nonfriable. The method is particularly applicable to bulk materials that contain a large amount of interfering materials that can be removed by asking and/or dissolution and contain asbestos fibers that are not resolved by PLM techniques. Many floor tiles and plasters would be included in the type of sample. In combination with suitable specimen preparation techniques,the AEM method can also be used to quantify asbestos concentrations. The TEM analytical methodology is also referred to in an EPA Advisory, Federal Register, Vol. 59, No. 146, August 1, 1994, Advisory Regarding Availability of an Improved Asbestos Bulk Sample Analysis Sample Test Method, Supplementary Information on Bulk Sample Collection and Analysis. The Advisory states that this approach should be considered for the following circumstances: (1) Floor tiles which may contain thin fibers, and which were analyzed under the 1982 PLM method and found not to be asbestos containing; and (2) materials such as hard wall and acoustical plaster, stucco or other similar multi-layered materials or systems which were not analyzed and reported by layers (discrete strata). �h l..) �� �..� �,"� `a" [` �� ��h� �,�� ndti�� �h� �..� ndti�� III �,�� III III III III Five (5) homogeneous areas (HA) of suspect material were identified and a total of thirteen (13) samples were collected. The laboratory split the samples into layers, resulting in the analysis of fourteen (14) samples. Sample descriptions and laboratory results are summarized in Table 1. A copy of the laboratory report and chain of custody record is included in Appendix 11. Photographs of each HA are included in Appendix III. A diagram showing sample locations is included in Appendix IV. IC'aIbe ..... III...aIboiratoir+ Airia ysw w a irid Suirriirriairy Samples Collected on November 14, 2023 Om PRCL 15-01 1 Northwest Area Plaster System Walls ND PRCL 15-02 1 Northeast Area Plaster System Walls ND PRCL 15-03 1 East Area Plaster System Walls ND PRCL 15-04 2 Northwest Area Interior White ND Window Caulking PRCL 15-05 2 East Area Interior White ND Window Caulking PRCL 15-06 2 East Area Interior White ND Window Caulking Project 419814 3 Limited Pre-Renovation Asbestos Survey 4066 "?U at PRCL 15-07 3 Northwest Area Exterior White ND Window Caulking PRCL 15-08 3 Northeast Area Exterior White ND Window Caulking PRCL 15-09 4 North Area Exterior White Door ND Caulking PRCL 15-10 4 North Area Exterior White Door ND Caulking PRCL 15-11 5 Northwest Area Stucco ND PRCL 15-12 5 Northeast Area Stucco ND PRCL 15-13 5 Southeast Area Stucco ND l[ C 0 III 1 C I S 0 III 1 S A I 1 D I"l E C 0 N4 IN 4 E I 1 D E D [," E S ID 0 III 1 S E c r III oIII The results of our observation and laboratory analysis did not identify ACM within the samples collected from the site. Destructive sampling procedures were not used to access the interior of wall cavities, fire doors, or above hard ceilings. If any materials are encountered during renovation activities that were not sampled in this report, the materials should not be disturbed until they have been sampled and identified as non-ACM through laboratory analysis. Written notice of intent to renovate or demolish is required ten (10)working days prior to the start of any construction activities. Even if no asbestos is present at the site,notification is still required. Notifications must contain certain specified information, including but not limited to, the scheduled starting and completion dates of the work,the location of the site,the names of operators or asbestos removal contractors, methods of removal and the amount of asbestos, and whether the operation is a demolition or a renovation. All demolitions and renovations are "subject" to the Asbestos NESHAP insofar as owners and operators must determine if and how much asbestos is present at the site. The Asbestos NESHAP does not apply to residential structures with four or fewer dwellings (i.e., apartments or single-family homes) if they are not part of a larger project. 5 1 III m III r'A r,III o s The scope of the survey was to locate and identify interior and exterior suspect building materials that may be impacted by upcoming soundproofing renovation activities,which include renovation to select windows, doors, and Heating, Ventilation and Air Conditioning (HVAC) system Project 419814 4 Limited Pre-Renovation Asbestos Survey 4067 AiiuQ;"?U at components. Materials included and sampled during the survey generally included wall systems, ceiling systems, caulking, and mastics associated with the air handler system. This report was prepared in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. This report was prepared for the exclusive use of the client and assigned agents and is not intended for any other purposes. Our report is based on the information available to us at the time of our investigation and is limited in scope to the stated purpose and/or the area(s) inspected. Other conditions elsewhere on the site may differ from those in the inspected locations and such conditions are unknown, may change over time, and/or have not been considered. This report does not claim to identify all potential hazards and/or contaminants that may be present, nor does it imply any medical opinion on the relationship of potential health effects with any reported hazards and/or contaminants. Our opinions are based on our findings and professional expertise, with no guaranty or warranty implied herein. The data obtained in this report does not establish the habitability of the site, nor does it determine if a building is safe or unsafe. Should additional information become available, we reserve the right to determine the impact, if any, of the new information on our opinions, conclusions, and recommendations, if necessary, as warranted by the discovery of the additional information. AirQuest accepts no responsibility for interpretation of this report by others. Its contents shall not be used or relied upon by other parties without prior written authorization by AirQuest. Project 419814 5 Limited Pre-Renovation Asbestos Survey 4068 Appendix Certifications ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4069 ..... �C'�' omooi 00000mumoo �-5 70Z O a--; 217 E u O W -a (N W c� U-) 4-1 DC W W °J L/i 0 A W Z4-1 Cu o o, f u W/ %, /�j/' r ' % N Cu i1Z Cu LU 4-1 LL �irl� \W LL/ �PJ f%i, �', O Z '� Cu W M, W V I 1 % a j I— 1 /� %�r % L� Cu �i „ , r r� /r iiD/� �rN bi /�r / a Q W �� I r r % I/ Z O r / i///� i ��� I IIIJ////of i 1 76 W �� �/ia Al� A/ O_ V_ +� tx /mm E/ (A f 1 /r j % aii�i '� /� N 0 O / %%// _ OW ra��,! 4-1 LU 0 CO Q a� Z N O a� W Q u 0 W a V H o FRI � W H 0 � 0 MCI ----4070 ti 0 The Environmental Institute Paulo Georcie Raimundo Social Security umber-XXX-XX-1587 AirQuest Environmental, Inc.-6851 SW 45th Street, Davie, FL 33314 Has completed 4 hours of coursework and satisfactorily passed an examination that meets al/criteria required for EPA/AHERA/ASHARA (TSCA Title ll) Approved Reaccreditation Asbestos in Buildings: Inspector Refresher May I6, 2023 19445 Course Date Certificate Number May 16, 2023 Examination Date May 16, 2024 Expiration Date j ThohAT&La nthal-Course Director i Training Location: 6851 SW 45th Street, Davie, FL 33314 (Approved by the ABIH Certification Maintenance Committee for 1/2 CM point-Approval#11-577) (Florida Provider Registration Number FL49-0001342-Course#FL49-0002805) TO-1395 S. Marietta Parkway SE-Building 100,Suite 124-Marietta, GA 30067 Phone:770-427-3600-Website:www.tei-ati.com /Appenclix Laboratory r iRecord ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4072 EMSL Analytical, Inc. EMSL Order: 172306465 Customer ID: AQE63 19501 NE 10th Ave.Bay A N.Miami Beach,FL 33179 Customer PO: Tel/Fax:(305)650-0577/(305)650-0578 M http://www.EMSL.com/miamilab@emsl.com Project ID: Attention: Lab Results Phone: (954)792-4549 AirQuest Environmental, Inc. Fax: (954)792-2221 6851 Southwest 45th Street Received Date: 11/22/2023 9:55 AM Fort Lauderdale, FL 33314 Analysis Date: 11/24/2023 Collected Date: 11/14/2023 Project: 19814-Jacobs/2918 FLAGLER Ave, Key West, FL. Test Report.Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E Appendix E supplemented with EPA 600IR-931116 using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance %Fibrous %Non-Fibrous %Type PRCL 15-01 Plaster System White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 65-000 1 Heterogeneous PRCL 15-02 Plaster System White 100%Non-fibrous(Other) None Detected Non-Fibrous 172306465-0002 Heterogeneous PRCL 15-03-Drywall Plaster System Brown/White 10%Cellulose 90%Non-fibrous(Other) None Detected Fibrous 172306465-0003 Heterogeneous PRCL 15-03-Joint Plaster System White 100%Non-fibrous(Other) None Detected Compound Non-Fibrous Homogeneous 172306465-0003A PRCL 15-04 Caulk White 100%Non-fibrous(Other) None Detected Non-Fibrous 172306465-0004 Homogeneous PRCL 15-05 Caulk White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 65-000 5 Homogeneous PRCL 15-06 Caulk White 100%Non-fibrous(Other) None Detected Non-Fibrous 172306465-0006 Homogeneous PRCL 15-07 Caulk White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 65-000 7 Homogeneous PRCL 15-08 Caulk White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 65-000 8 Homogeneous PRCL 15-09 Caulk White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 65-000 9 Homogeneous PRCL 15-10 Caulk White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 65-001 0 Homogeneous PRCL 15-11 Stucco Gray/White 100%Non-fibrous(Other) None Detected Non-Fibrous 172306465-0011 Heterogeneous PRCL 15-12 Stucco Gray/White 100%Non-fibrous(Other) None Detected Non-Fibrous 172306465-0012 Heterogeneous PRCL 15-13 Stucco Gray 100%Non-fibrous(Other) None Detected Non-Fibrous 172306465-0013 Homogeneous Initial report from:11/24/2023 15:10:20 ASS PLM 0008...,0001 1,7'8 Printed:11/24/2023 3:10 PM Pa 4073 EMSL Analytical, Inc. EMSL Order: 172306465 Customer ID: AQE63 19501 NE 10th Ave.Bay A N.Miami Beach,FL 33179 Customer PO: Tel/Fax:(305)650-0577/(305)650-0578 M http://www.EMSL.com/miamilab@emsl.com Project ID: rz Analyst(s) �� ���������-(�✓ Kim Wallace(14) Kimberly Wallace,Laboratory Manager or Other Approved Signatory EMSL maintains liability limited to cost of analysis.Interpretation and use of test results are the responsibility of the client.This report relates only to the samples reported above,and may not be reproduced,except in full,without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations.The report reflects the samples as received. Results are generated from the field sampling data(sampling volumes and areas,locations,etc.)provided by the client on the Chain of Custody.Samples are within quality control criteria and met method specifications unless otherwise noted.The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR(previously EPA 600/M4-82-020"Interim Method") but augmented with procedures outlined in the 1993("final')version of the method. This report must not be used by the client to claim product certification,approval,or endorsement by NVLAP,NIST or any agency of the federal government.Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis.Unless requested by the client,building materials manufactured with multiple layers(i.e.linoleum,wallboard,etc.)are reported as a single sample.Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical,Inc.N.Miami Beach,FL NVLAP Lab Code 200204-0 Initial report from:11/24/2023 15:10:20 ASS PLM 00080001 138 Printed:11/24/2023 3:10 PM Pa 4074 T ;0 T abud 5L0V n Q v a o i a� U � Y I 4) > � >- L+ -+ Z -+ -> Z -► Z -+ Z -> y r- ae O LLL.I w W.4 Co m cu Gi L [n 0 U) ti p +� :. in V Z ¢ W C d f6 C O O A _ S AD Ln 0. d N [11 Q Y Y � 7 Y {f1 O U U sE. u� o 3 3 ° 1 ++ ++ cn 0 c x O ° ° m w -` 1 i w 7 cn ` @j 06 Y T 4J d n � N L7 G CO (d ro cG 0 ro 0 cd � G -P a) N a3 d) Qi Q) N al d N Y o J � Q ¢ Q Q Q ¢ Q ¢ E E E d L. L Co L C6 fl7 L L L W W �+N e N uE, r � w v w w C = ° � OI O O O O Z O O v, z' z z z Z z Z c°n o a n f I i cJ o aEil z -� 5 : ro ro (ro N Y a+ a.. •+ Q -C U z d g o (A m Ch i > rn N 2 KT LPL 'It W a- N N 'O j a) of al m �t m co � O •- N m I N C 7 -r- d R n w O O 0 0 0 0 O O ai .i ai ei L Q7 N F� N i i L" Ln L, Lr, Ln Lf) Ln LC) Ln to LI) Ln N O c-i r-i .--i e-i .--1 —i .--I .--) a--I .i r-I ri •C CC C w u ' N Lit e� (x fr m x a cc � I t IY Of Of Of O OC (3) a s r2 a s E. rz d a IZ a- m cG L`n t: o00 y� l0 LOL d ti r p -s NO -► -► -� p -► S9v90EZLT :QIJGPJO R AppendixIII Photographs ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4076 Appendix Certifications ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4172 ..... �C'�' omooi 00000mumoo �-5 70Z O a--; 217 E u O W -a (N W c� U-) 4-1 DC W W °J L/i 0 A W Z4-1 Cu o o, f u W/ %, /�j/' r ' % N Cu i1Z Cu LU 4-1 LL �irl� \W LL/ �PJ f%i, �', O Z '� Cu W M, W V I 1 % a j I— 1 /� %�r % L� Cu �i „ , r r� /r iiD/� �rN bi /�r / a Q W �� I r r % I/ Z O r / i///� i ��� I IIIJ////of i 1 76 W �� �/ia Al� A/ O_ V_ +� tx /mm E/ (A f 1 /r j % aii�i '� /� N 0 O / %%// _ OW ra��,! 4-1 LU 0 CO Q a� Z N O a� W Q u 0 W a V H o FRI � W H 0 � 0 MCI ----4173 d ti d The Environmental Institute Paulo Georcie Raimundo Social Security umber-XXX-XX-1587 AirQuest Environmental, Inc.-6851 SW 45th Street, Davie, FL 33314 Has completed 4 hours of coursework and satisfactorily passed an examination that meets al/criteria required for EPA/AHERA/ASHARA (TSCA Title ll) Approved Reaccreditation Asbestos in Buildings: Inspector Refresher May I6, 2023 19445 Course Date Certificate Number May 16, 2023 Examination Date May 16, 2024 Expiration Date j Tho .La nthal-Course Director i Training Location: 6851 SW 45th Street, Davie, FL 33314 (Approved by the ABIH Certification Maintenance Committee for 1/2 CM point-Approval#11-577) (Florida Provider Registration Number FL49-0001342-Course#FL49-0002805) TO-1395 S. Marietta Parkway SE-Building 100,Suite 124-Marietta, GA 30067 Phone:770-427-3600-Website:www.tei-ati.com /Appenclix Laboratory r iRecord ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4175 EMSL Analytical, Inc. EMSL Order: 172306475 Customer ID: AQE63 19501 NE 10th Ave.Bay A N.Miami Beach,FL 33179 Customer PO: Tel/Fax:(305)650-0577/(305)650-0578 M http://www.EMSL.com/miamilab@emsl.com Project ID: Attention: Lab Results Phone: (954)792-4549 AirQuest Environmental, Inc. Fax: (954)792-2221 6851 Southwest 45th Street Received Date: 11/22/2023 9:55 AM Fort Lauderdale, FL 33314 Analysis Date: 11/24/2023- 11/27/2023 Collected Date: 11/16/2023 Project: 19814-Jacobs/2816 Staples Ave. Key West, FL. Test Report.Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E Appendix E supplemented with EPA 600IR-931116 using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance %Fibrous %Non-Fibrous %Type PRCL 38-01-Drywall Drywall System White/Blue 10%Cellulose 90%Non-fibrous(Other) None Detected Fibrous 1 723064 75-000 1 Heterogeneous PRCL 38-01-Joint Drywall System White 100%Non-fibrous(Other) None Detected Compound Non-Fibrous Homogeneous 172306475-0001A PRCL 38-02-Drywall Drywall System White/Blue 10%Cellulose 90%Non-fibrous(Other) None Detected Fibrous 172306475-0002 Heterogeneous PRCL 38-02-Joint Drywall System White 100%Non-fibrous(Other) None Detected Compound Non-Fibrous Homogeneous 172306475-0002A PRCL 38-03 Drywall System White 100%Non-fibrous(Other) None Detected Non-Fibrous 172306475-0003 Homogeneous PRCL 38-04 Caulk White 100%Non-fibrous(Other) None Detected Non-Fibrous 172306475-0004 Homogeneous PRCL 38-05 Caulk White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 75-000 5 Homogeneous PRCL 38-06 Caulk White 100%Non-fibrous(Other) None Detected Non-Fibrous 172306475-0006 Homogeneous PRCL 38-07 Particle Board Gray 30%Cellulose 70%Non-fibrous(Other) None Detected Fibrous 1 723064 75-000 7 Homogeneous PRCL 38-08 Particle Board Gray 30%Cellulose 70%Non-fibrous(Other) None Detected Fibrous 1 723064 75-000 8 Homogeneous PRCL 38-09 Particle Board Gray 30%Cellulose 70%Non-fibrous(Other) None Detected Fibrous 1 723064 75-000 9 Homogeneous Initial report from:1 1/28/2023 1 2:45:51 ASS PLM 0008...,0001 1,7'8 Printed:11/28/2023 12:45 PM Pa 4176 EMSL Analytical, Inc. EMSL Order: 172306475 Customer ID: AQE63 19501 NE 10th Ave.Bay A N.Miami Beach,FL 33179 Customer PO: Tel/Fax:(305)650-0577/(305)650-0578 M http://www.EMSL.com/miamilab@emsl.com Project ID: rz Analyst(s) �� ���������-(�✓ Derick Jiron(2) Kimberly Wallace,Laboratory Manager Joe McOscar(9) or Other Approved Signatory EMSL maintains liability limited to cost of analysis.Interpretation and use of test results are the responsibility of the client.This report relates only to the samples reported above,and may not be reproduced,except in full,without written approval by EMSL.EMSL bears no responsibility for sample collection activities or analytical method limitations.The report reflects the samples as received. Results are generated from the field sampling data(sampling volumes and areas,locations,etc.)provided by the client on the Chain of Custody.Samples are within quality control criteria and met method specifications unless otherwise noted.The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR(previously EPA 600/M4-82-020"Interim Method") but augmented with procedures outlined in the 1993("final')version of the method. This report must not be used by the client to claim product certification,approval,or endorsement by NVLAP,NIST or any agency of the federal government.Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis.Unless requested by the client,building materials manufactured with multiple layers(i.e.linoleum,wallboard,etc.)are reported as a single sample.Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical,Inc.N.Miami Beach,FL NVLAP Lab Code 200204-0 Initial report from:1 1/28/2023 1 2:45:51 ASS PLM 0008...,0001 f,'/"S Printed:11/28/2023 12:45 PM Pa 4177 I T ;0 T abud 8L�V 0 LL O N O O - U I m Y to � CL 7 } -s Z -� — } -> •1 U V4 ., 00 13 �+ e•I -W c E »- U'a � -# -► cn -► -► O -► xd Z �41 � nj LU d V u (U � _ N al ( V - j � � d tn Ln � x 7 ca o U o � 3 c y � o o J� � ¢ u� X M > X t _ C" �^ a � � @1 3 ry cu a ti- � H p `J cd f6 cU (a (d (a ca N ar a7 m m Ql liL. { � LL o 1 � Q Q I Q <` T ¢ ¢` ro E E E ;I�V :� Ln F- N w o o o o o 0 0 o u m [n to co Z Z Z Z d d d f I f U O 1E x z Y 7 ti T O a1 w o 1 'n m m -;Scngnt 2 Vl 4J 01 NN .--1 N M qT !n (D f- W 6) f, 0 O 0 0 0 0 0 0 0 L QJ yr v' c <t n w^p m M m m m cy) m m M w tr w y� w Ln _ �" J J J J J -1 J -1 J CS C 0 im 4 C° U U 0 U U 0 0 0 U � �; Ln z a a a a a a aly aLn � °C 00 O s 0 -r -► -i -► co U- a w SL'v90EZLT :QIJGPJO f AppendixIII Photographs ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4179 Exterior of Residence HA I - Drywall System Walls Alto WWII MOOS � � '� � � arrNaairnwar� � ✓` HA 2 - Exterior White Caulk HA 3 - Particle Board 1 f � Project 419814 Page 1 of 1 4180 Appendix Sample-Location Diagram ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4181 04 co 00 0 C) en > EH 1, W w rn 0 0 '�::: hrl C�, -j i5 8ela 0 4-J 0 to 4A 101 0 z 0 C; Lu Uj uj MAMMKOWN WROUNW, AMQWN—Mmim 0 F7 mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm 0 1 Z 0 E ic CL = .M cl A In b a t( LL co co z 00 w lily('), nest IPirouect #19814 i rn i d 13 r" 1 IIr�i v a c") r�i rt f B LI i III d i III011 g III III a r i a LIIII"'V("'?Y) a rn i r�i g, a r�i d E v aIII L,i a c") r�l For: Parcel 40— Laswell, Jim 2824 Staples Avenue Key West, Florida 33040 Prepared For: Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Garden, Florida 33418 ,A iR u i" s r" EN '\,,r I ON M E NTA L C. O,R',I '�(IHIIIWH51/PY: I�Ireel, hirl kmderd,fle, I Phnne(9,A) .......... ........... \A�W\NArrme�l (,(nm 4'183 CER".r0CA"nor,4 PAGE ............... ............... ............... ............... ..............."I'l""I'll""I'll'llI'llI'll",'llI'llI'll'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""II...................... i rn i d 13 Illrr 1 IIr�i v a i c") r�l 1 Ilrt c")f BL,I III diIIIIg E v aIII Lmt III(1,'Yr'i As�:)(,")sVI,,I)s Mat(,,)Ir4Is Parcel 40 — Laswell, Jim 2824 Staples Avenue Key West, Florida 33040 AirQuest Project #19814 �f I ii,e Il a a ii,e d ��� (:) ," Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Gardens, Florida 33418 AirQuest Environmental, Inc. 6851 Southwest 45th Street Fort Lauderdale, Florida 33314 Asbestos Consulting Business #ZA-304 George Raimundo Traci-Anne Boyle, CIH, CSP Industrial Hygienist FL Asbestos Consultant #AX-60 D c,c c,ri 11)c,11- 11.E , 2()23 Project 419814 Limited Pre-Renovation Asbestos Survey 4184 xECu-nVE SLYMMARY ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... AirQuest Environmental,Inc. ("AirQuest")performed a limited pre-renovation survey for asbestos containing materials (ACM) within select areas of the interior and exterior of the single-family residence located at 2824 Staples Avenue, Key West, Florida 33040 ("the site"). The survey was performed on November 15, 2023, by AirQuest Industrial Hygienist, Mr. George Raimundo, a trained Asbestos Hazard Emergency Response Act(AHERA) certified asbestos inspector. The purpose of the survey was to locate and identify ACM within the site prior to renovation activities. The survey was performed in compliance with the requirements under the National Emission Standards for Hazardous Air Pollutants (NESHAPs) for an asbestos survey prior to renovation activities. The results of our observation and laboratory analysis did not identify ACM in the samples collected from the site. The scope of the survey was to locate and identify interior and exterior suspect building materials that may be impacted by upcoming soundproofing renovation activities,which include renovation to select windows, doors and Heating, Ventilation and Air Conditioning (HVAC) system components. Materials included and sampled during the survey generally included wall systems, ceiling systems, caulking, and mastics associated with the air handler system. The remaining interior building materials and areas,the exterior, and the roof of the building were not included in the scope of the inspection. Destructive sampling procedures were not used to access the interior of wall cavities, fire doors, or above hard ceilings. If any materials are encountered during renovation activities that were not sampled in this report, the materials should not be disturbed until they have been sampled and identified as non-ACM through laboratory analysis. Written notice of intent to renovate or demolish is required ten (10)working days prior to the start of any construction activities. Even if no asbestos is present at the site,notification is still required. Notifications must contain certain specified information including, but not limited to, the scheduled starting and completion dates of the work,the location of the site,the names of operators or asbestos-removal contractors, methods of removal and the amount of asbestos, and whether the operation is a demolition or a renovation. All demolitions and renovations are "subject" to the Asbestos NESHAP insofar as owners and operators must determine if and how much asbestos is present at the site. The Asbestos NESHAP does not apply to residential structures with four or fewer dwellings (i.e., apartments or single-family homes) if they are not part of a larger project. Project 419814 iii Limited Pre-Renovation Asbestos Survey 4185 TA IB III...,III OF C ol°a4" IIE l°a4"r s ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... PAGE EXECUTIVE SUMMARY iii 1 INTRODUCTION AND SITE DESCRIPTION 1 2 SURVEY METHODS AND LABORATORY ANALYSIS 1 2.1 SURVEY METHODS 1 2.2 PLM AND PLM POINT COUNT 2 2.3 TRANSMISSION ELECTRON MICROSCOPY(TEM) 2 3 SUSPECT ASBESTOS CONTAINING MATERIALS 3 4 CONCLUSIONS AND RECOMMENDED RESPONSE ACTION 4 5 LIMITATIONS 4 I'ABLES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Table 1 —Laboratory Analysis and Summary ................................................................................ 3 APPENDICES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .ppeiri lb(, III eirtaficatk)iris .ppeiri lb(, IIIIII II...aIboiratoiry lRepoirt:a irid Chailri of Custody Record .ppeiri lb(, IIIIIIII Rhot:ogiraphs .ppeiri lb(, IIV Sa irruple-.l1...(:)catk)iri l[): agira irri Project 419814 iv Limited Pre-Renovation Asbestos Survey 4186 AiiuQ;"?U at .�f III III r,I:,,I:,,l 0 D I..)c r,III 0 III 1 A I 1 D s III r'E D E S C III"l III III III o III AirQuest Environmental,Inc. ("AirQuest")performed a limited pre-renovation survey for asbestos containing materials (ACM) within select areas of the interior and exterior of the single-family residence located at 2801 Venetian Drive, Key West, Florida 33040 ("the site"). The survey was performed on November 13, 2023, by AirQuest Industrial Hygienist, Mr. George Raimundo, a trained Asbestos Hazard Emergency Response Act (AHERA) certified asbestos inspector (see Appendix I). The purpose of the survey was to locate and identify ACM within the site prior to renovation activities. The survey was performed in compliance with the requirements under the National Emission Standards for Hazardous Air Pollutants (NESHAPs) for an asbestos survey prior to renovation activities. The scope of services for this project consisted of the following five steps: ➢ Building Walk-Through and Observations, ➢ Bulk Sampling of Suspect ACM, ➢ Polarized Light Microscopy (PLM) Analysis of Bulk Samples, ➢ Hazard Assessment and Evaluation, and ➢ Final Report Preparation. The site was a single-family residence. The interior walls were finished with drywall system. Exterior window white caulk was present around windows. The exterior walls were finished with transite panels. 2, S l ) II["IV EY IM E r, 0 D S A I 1 D I A B 0 ["1 A r,o ["lY AIII 1 A I YS III S The sampling protocol used generally follows AHERA guidelines. AHERA was promulgated by the United States Environmental Protection Agency (EPA) in 1987 and regulated public schools. I I S lU 1,?,,�,V )' II"°°tI 1C.]. 1 ')b Suspect materials are differentiated into three categories: surfacing material, thermal system insulation, or miscellaneous material. Surfacing material is anything that is sprayed or troweled onto a surface. Thermal system insulation is material used to insulate HVAC pipes,tanks, etc., and miscellaneous material is any other type of material. A homogeneous area is defined as an area of surfacing material, thermal system insulation material, or miscellaneous material that is uniform in color and texture. A homogeneous area is not limited to only a room and may be found in several rooms. Sample selection in the building was determined by identifying the homogeneous areas and basing sampling locations upon these areas. Project 419814 1 Limited Pre-Renovation Asbestos Survey 4187 AiiuQ;"?U at In conducting the building inspection in compliance with local, state, and federal regulations, all suspected ACM which were accessible to the inspector, were either sampled to confirm the actual presence of asbestos or assumed to contain asbestos. Building areas between walls,under floors,under concrete slabs and above permanent ceilings, all of which could not be accessed,were not visually inspected nor were materials therein sampled as a part of this building inspection. Due to the fact that over 3,600 different building products are recognized as asbestos containing building materials, it cannot be said that all such products that may be included in the site have been, or could be, identified. v2, `II V"I Ar,IIIf") l "'I C lUNll_1' Analysis was performed using PLM with dispersion staining. The laboratory is rated proficient through National Institute of Standards and Technology - National Voluntary Laboratory Accreditation Program (NIST-NVLAP) for bulk asbestos analysis. NESHAP defines ACM as containing more than 1% asbestos as determined using PLM (as specified in Appendix E, Subpart E, 40 CFR part 763, Section 1, Polarized Light Microscopy). NESHAP defines friable ACM as any material containing more than 1 percent(%) asbestos that, when dry, can be crumbled,pulverized, or reduced to a powder by hand pressure. If the asbestos content of a friable material is less than ten (10) % as determined by a method other than point counting by PLM, the Owner may elect to verify the asbestos content by point counting using PLM. Estimates of quantities of ACM were based upon the identification of suspect materials. Where suspect ACM were located behind walls, above ceilings, beneath carpeting, or other concealed conditions and the quantities cannot be verified, the estimate is based upon the conditions present during the survey. These estimates are not to be considered absolute and should be verified when the ACM is exposed. . r`p��� ��ii III' f II b �ii "ll Iq II � ����1r u « °III IV'" �II p�� �� If:�u� Ilr 1 The method of bulk sample analysis, PLM, is not 100% absolute in the identification of ACM. There are many factors which may contribute to false negatives being reported. Some of the more common factors include non-homogeneity of the building material and the optical variations of the microscopist. Because of the inherent limitations of PLM Bulk Sample analysis, the owner may elect to re-analyze the reported negative PLM samples by TEM to determine whether they may be regulated under NESHAPs. In order to obtain an absolute analysis of a building material, any reported negative sample suspect of being asbestos or any material not sampled should be analyzed by Transmission Electron Microscopy (TEM) with energy dispersive x-ray analysis (EDAX) for bulk-sample confirmation. Interpretation of TEM results must be viewed with caution as these procedures are not presently recognized by EPA regulations. However, they are useful analytical techniques for confirmation of non-friable materials when PLM results are inconclusive. Project 419814 2 Limited Pre-Renovation Asbestos Survey 4188 AiiuQ;"?U au This analytical technique is described in the EPA Guidance Document, EPA/600 R-93/116, July 1993, Test Method—Method for the Determination of Asbestos in Bulk Building Materials. This method, Analytical Electron Microscopy (AEM), also referred to as TEM, can often be a reliable method for the detection and positive identification of asbestos in some bulk building materials, both friable and nonfriable. The method is particularly applicable to bulk materials that contain a large amount of interfering materials that can be removed by asking and/or dissolution and contain asbestos fibers that are not resolved by PLM techniques. Many floor tiles and plasters would be included in the type of sample. In combination with suitable specimen preparation techniques,the AEM method can also be used to quantify asbestos concentrations. The TEM analytical methodology is also referred to in an EPA Advisory, Federal Register, Vol. 59, No. 146, August 1, 1994, Advisory Regarding Availability of an Improved Asbestos Bulk Sample Analysis Sample Test Method, Supplementary Information on Bulk Sample Collection and Analysis. The Advisory states that this approach should be considered for the following circumstances: (1) Floor tiles which may contain thin fibers, and which were analyzed under the 1982 PLM method and found not to be asbestos containing; and (2) materials such as hard wall and acoustical plaster, stucco or other similar multi-layered materials or systems which were not analyzed and reported by layers (discrete strata). �h l..) �� �..� �,"� `a" [` �� ��h� �,�� ndti�� �h� �..� ndti�� III �,�� III III III III Three (3) homogeneous areas (HA) of suspect material were identified and a total of nine (9) samples were collected. The laboratory split the samples into layers, resulting in the analysis of eleven (11) samples. Sample descriptions and laboratory results are summarized in Table 1. A copy of the laboratory report and chain of custody record is included in Appendix 11. Photographs of each HA are included in Appendix III. A diagram showing sample locations is included in Appendix IV. IC'aIbe ..... III...aIboiratoiry Airia ysw w a irid Suirriirriairy Samples Collected on November 15, 2023 Om PRCL 40-01 1 North Area Drywall System Walls ND PRCL 40-02 1 South Area Drywall System Walls ND PRCL 40-03 1 Southwest Area Drywall System Walls ND PRCL 40-04 2 West Area Exterior White ND Window Caulking PRCL 40-05 2 Southwest Area Exterior White ND Window Caulking PRCL 40-06 2 Southeast Area Exterior White ND Window Caulking Project 419814 3 Limited Pre-Renovation Asbestos Survey 4189 "?UCSt PRCL 40-07 3 Northeast Area Transite Panel ND PRCL 40-08 3 West Area Transite Panel ND PRCL 40-09 3 Northwest Area Transite Panel ND 4[ C 0 III 1 C I S 0 III 1 S III 1 D [,"l E C 0 III IIIN4 E N1 D E D ["I E S IIID 0 III 1 S E A c r,III oIII The results of our observation and laboratory analysis did not identify ACM within the samples collected from the site. Destructive sampling procedures were not used to access the interior of wall cavities, fire doors, or above hard ceilings. If any materials are encountered during renovation activities that were not sampled in this report, the materials should not be disturbed until they have been sampled and identified as non-ACM through laboratory analysis. Written notice of intent to renovate or demolish is required ten (10)working days prior to the start of any construction activities. Even if no asbestos is present at the site,notification is still required. Notifications must contain certain specified information, including but not limited to, the scheduled starting and completion dates of the work,the location of the site,the names of operators or asbestos removal contractors, methods of removal and the amount of asbestos, and whether the operation is a demolition or a renovation. All demolitions and renovations are "subject" to the Asbestos NESHAP insofar as owners and operators must determine if and how much asbestos is present at the site. The Asbestos NESHAP does not apply to residential structures with four or fewer dwellings (i.e., apartments or single-family homes) if they are not part of a larger project. 5 1 III III III r'A r,III o s The scope of the survey was to locate and identify interior and exterior suspect building materials that may be impacted by upcoming soundproofing renovation activities,which include renovation to select windows, doors and Heating, Ventilation and Air Conditioning (HVAC) system components. Materials included and sampled during the survey generally included wall systems, ceiling systems, caulking, and mastics associated with the air handler system. This report was prepared in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. This report was prepared for the exclusive use of the client and assigned agents and is not intended for any other purposes. Our report is based on the information available to us at the time of our investigation and is limited in scope to the stated purpose and/or the area(s) inspected. Other conditions elsewhere on the site may differ from those in the inspected locations and such Project 419814 4 Limited Pre-Renovation Asbestos Survey 4190 AiiuQ;"?U at conditions are unknown, may change over time, and/or have not been considered. This report does not claim to identify all potential hazards and/or contaminants that may be present, nor does it imply any medical opinion on the relationship of potential health effects with any reported hazards and/or contaminants. Our opinions are based on our findings and professional expertise, with no guaranty or warranty implied herein. The data obtained in this report does not establish the habitability of the site, nor does it determine if a building is safe or unsafe. Should additional information become available, we reserve the right to determine the impact, if any, of the new information on our opinions, conclusions, and recommendations, if necessary, as warranted by the discovery of the additional information. AirQuest accepts no responsibility for interpretation of this report by others. Its contents shall not be used or relied upon by other parties without prior written authorization by AirQuest. Project 419814 5 Limited Pre-Renovation Asbestos Survey 4191 Appendix Certifications ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4192 ..... �C'�' omooi 00000mumoo �-5 70Z O a--; 217 E u O W -a (N W c� U-) 4-1 DC W W °J L/i 0 A W Z4-1 Cu o o, f u W/ %, /�j/' r ' % N Cu i1Z Cu LU 4-1 LL �irl� \W LL/ �PJ f%i, �', O Z '� Cu W M, W V I 1 % a j I— 1 /� %�r % L� Cu �i „ , r r� /r iiD/� �rN bi /�r / a Q W �� I r r % I/ Z O r / i///� i ��� I IIIJ////of i 1 76 W �� �/ia Al� A/ O_ V_ +� tx /mm E/ (A f 1 /r j % aii�i '� /� N 0 O / %%// _ OW ra��,! 4-1 LU 0 CO Q a� Z N O a� W Q u 0 W a V H o FRI � W H 0 � 0 MCI ----4193 d d The Environmental Institute Paulo Georcie Raimundo Social Security umber-XXX-XX-1587 AirQuest Environmental, Inc.-6851 SW 45th Street, Davie, FL 33314 Has completed 4 hours of coursework and satisfactorily passed an examination that meets al/criteria required for EPA/AHERA/ASHARA (TSCA Title ll) Approved Reaccreditation Asbestos in Buildings: Inspector Refresher May I6, 2023 19445 Course Date Certificate Number May 16, 2023 Examination Date May 16, 2024 Expiration Date j Tho .La nthal-Course Director i Training Location: 6851 SW 45th Street, Davie, FL 33314 (Approved by the ABIH Certification Maintenance Committee for 1/2 CM point-Approval#11-577) (Florida Provider Registration Number FL49-0001342-Course#FL49-0002805) TO-1395 S. Marietta Parkway SE-Building 100,Suite 124-Marietta, GA 30067 Phone:770-427-3600-Website:www.tei-ati.com /Appenclix Laboratory r iRecord ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4195 EMSL Analytical, Inc. EMSL Order: 172306468 Customer ID: AQE63 19501 NE 10th Ave.Bay A N.Miami Beach,FL 33179 Customer PO: Tel/Fax:(305)650-0577/(305)650-0578 M http://www.EMSL.com/miamilab@emsl.com Project ID: Attention: Lab Results Phone: (954)792-4549 AirQuest Environmental, Inc. Fax: (954)792-2221 6851 Southwest 45th Street Received Date: 11/22/2023 9:55 AM Fort Lauderdale, FL 33314 Analysis Date: 11/27/2023 Collected Date: 11/15/2023 Project: 19814-Jacobs/2824 Staples Ave. Key West, FL. Test Report.Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E Appendix E supplemented with EPA 600IR-931116 using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance %Fibrous %Non-Fibrous %Type PRCL 40-01-Drywall Drywall System Brown/White 100%Non-fibrous(Other) None Detected Fibrous 1 723064 68-000 1 Heterogeneous PRCL 40-01-Joint Drywall System White 100%Non-fibrous(Other) None Detected Compound Non-Fibrous Homogeneous 172306468-0001A PRCL 40-02-Drywall Drywall System Brown/White 10%Cellulose 90%Non-fibrous(Other) None Detected Fibrous 172306468-0002 Heterogeneous PRCL 40-02-Joint Drywall System White 100%Non-fibrous(Other) None Detected Compound Non-Fibrous Homogeneous 172306468-0002A PRCL 40-03 Drywall System Brown/White 10%Cellulose 90%Non-fibrous(Other) None Detected Fibrous 172306468-0003 Heterogeneous PRCL 40-04 Caulk White 100%Non-fibrous(Other) None Detected Non-Fibrous 172306468-0004 Homogeneous PRCL 40-05 Caulk White 100%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 68-000 5 Homogeneous PRCL 40-06 Caulk White 100%Non-fibrous(Other) None Detected Non-Fibrous 172306468-0006 Homogeneous PRCL 40-07 Transite Panel Tan 3%Cellulose 97%Non-fibrous(Other) None Detected Non-Fibrous 1 723064 68-000 7 Homogeneous PRCL 40-08 Transite Panel Tan 5%Cellulose 95%Non-fibrous(Other) None Detected Non-Fibrous 172306468-0008 Homogeneous PRCL 40-09 Transite Panel Tan 5%Cellulose 95%Non-fibrous(Other) None Detected Non-Fibrous 172306468-0009 Homogeneous Initial report from:11/27/2023 1 1:06:55 ASS PLM 0008...,0001 1,7'8 Printed:11/27/2023 11:06 AM Pa 4196 EMSL Analytical, Inc. EMSL Order: 172306468 Customer ID: AQE63 19501 NE 10th Ave.Bay A N.Miami Beach,FL 33179 Customer PO: Tel/Fax:(305)650-0577/(305)650-0578 M http://www.EMSL.com/miamilab@emsl.com Project ID: rz Analyst(s) �� ���������-(�✓ Kim Wallace(11) Kimberly Wallace,Laboratory Manager or Other Approved Signatory EMSL maintains liability limited to cost of analysis.Interpretation and use of test results are the responsibility of the client.This report relates only to the samples reported above,and may not be reproduced,except in full,without written approval by EMSL.EMSL bears no responsibility for sample collection activities or analytical method limitations.The report reflects the samples as received. Results are generated from the field sampling data(sampling volumes and areas,locations,etc.)provided by the client on the Chain of Custody.Samples are within quality control criteria and met method specifications unless otherwise noted.The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR(previously EPA 600/M4-82-020"Interim Method") but augmented with procedures outlined in the 1993("final')version of the method. This report must not be used by the client to claim product certification,approval,or endorsement by NVLAP,NIST or any agency of the federal government.Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis.Unless requested by the client,building materials manufactured with multiple layers(i.e.linoleum,wallboard,etc.)are reported as a single sample.Estimation of uncertainty is available on request. Samples analyzed by EMSL Analytical,Inc.N.Miami Beach,FL NVLAP Lab Code 200204-0 Initial report from:1 1/27/2023 1 1:06:55 ASS PLM 00080001 138 Printed:11/27/2023 11:06 AM Pa 4197 �k T ;0 T abed 86�V LL 0 0 tLD a a} a Q9 Z�- —► —• ► } —► O In Js. tti N �' ra �' o T —> —► 2 —► Z —► H N E a '{ ro 'n a°Di r-Ia00 CD CD a yr *• 'L a E m O O -r —► —s -a O —� x V d z Q ` O ►= cn LLr m A +� +J 7 O 'i7 c N Lf 0. tN Vf N Y CIS �1 C J U �p I E ° a o `� N L O G ` Lj � ---► -► C -F -1 LO � y r O a Li Z L C ¢ a) ` C) O lx a - ` [�. } . U m E j ',>-� vs � cof V1 E Nf '-' a d H a+ � i G cd cd C5 O UL om ¢ a`�i Q Q` Q ¢ E E E a c Y ro 0 3 � cn 3 00i 0 co 66 06 oFJ L m Y s Ln �- N LU Z fn 7 j =3 1 -1 N Z Z d d C] z -' a �L (U V) L L� J Z a! t N 1 -0 -d a a t�if QL ONl N ri N M 't Lo to ti m w .7 t a M ' i O O CD CDO O O O L a v� W 5 (5 Ln -- " J J J J J J J J r E LLnZ V d' 0.' 0.' 0.' d' Q' 0.r ) C a � J Ln O X l0 LOi 0. LL. O O N - CV) 89v90EZLT :QIJGPJO AppendixIII Photographs ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4199 Exterior of Residence HA I - Drywall System Walls 7/ f / ff �� HA 2 — Exterior White Caulk HA 3 —Transite Panel Project 419814 Page 1 of 1 4200 Appendix Sample-Location Diagram ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4201 04 C) Cq 0 era ra 00 C W era a o a en 0 j5 0 Z rl 0 0 ........... al z E 00 Vlllllllii zo Z Uj 00 z < UJI MVO < Lu IV) uj 0 APPENDIX B LEAD-BASED PAINT INSPECTION REPORTS 4203 AiirQt,,iest Project #19814 III ............. ar'i d ei bIIIr, ............e�ad ................ Parcel 4 Zavorotnii, Vadim 2801 Venetian Drive Key West, Florida 33040 Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Garden, Florida 33418 )ecei'n[:)eir 19., 2023 ,Ai R u i" s ,r E N '\,,r I ON M E N T A L C. ....... .................................................................. . ....................... ............................................................... ...............('8'1 SmA I I S�I nN n I i I�'-mdni C,-i I I I 'I" "hol in PPA) I .�...r......... F IPA wwwAnQunstliir.rrnrr 4204 CER".rOCA-nor,4 AG III ..............."I'lI'llI'll'll""I'll""I'll",'ll""I'll""I'll'llI'llI'llI'llI'll",'llI'llI'll",'llI'llI',',,,',,,',,II..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,',,II..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,'llII..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,'llI'llI'll",lI..............."I'l""I'll""I'll'llI'llI'll",'llI'llI'll'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""II...................... ............. a s e d a r'i hrrid'ted ar'ld x1,[",e� e a d III r'i sIIIe ct o r'i &te: Parcel 4 - Zavorotnii, Vadim 2801 Venetian Drive Key West, Florida 33040 AirQuest Project #19814 Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Gardens, Florida 33418 AirQuest Environmental, Inc. 6851 Southwest 45th Street Fort Lauderdale, Florida 33314 Adrian Amicucci Lead Inspector LBP-1-1203850-1 )eceirn[:)er' 19., 2023 ii 4205 TA IB III...,III OF C ol°a4" IIE l°a4"r s ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... PAGE 1 EXECUTIVE SUMMARY 1 2 INTRODUCTION AND SITE DESCRIPTION 2 3 SURVEY PROCEDURES 3 4 SURVEY RESULTS 4 5 CONCLUSIONS AND LIMITATIONS 5 TABL.,E, ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Table 1- Facility Description.......................................................................................................... 2 APPENDICES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .pp eiri lb(s: II eirtalicatk)iris .pp eiri lb(, IIIIII Peirfoirimairice Cha iraca.elHstac Sheet dpp eiri lb(, III II1-- XR,f:: _IC'aUe 4206 "?U at III IIII °o IIII U��,o I III' IIII AirQuest Environmental, Inc. ("AirQuest")performed a limited lead-based paint(LBP)inspection to identify surfaces coated with LBP and their general locations within select areas of the interior and exterior of the single-family residence located at 2801 Venetian Drive, Key West, Florida 33040 ("the site"). The inspection was performed on November 13, 2023, by AirQuest Industrial Hygienist Adrian Amicucci, a US Environmental Protection Agency (EPA) certified LBP inspector. The inspection was conducted to determine the presence of LBP in and adjacent to the windows and doors in the exterior envelope that will be impacted by upcoming renovations. If applicable, any ceilings and wall partitions that may be impacted during upgrades to the air handling system were also included. The LBP inspection was conducted using an x-ray fluorescence (XRF) instrument. LBP was defined as any paint containing more than 1.0 milligrams per square centimeter (mg/cm2) lead as indicated on the XRF. Based on the results of this LBP inspection, none of the recorded XRF readings were equal to or above the current US Department of Housing and Urban Development(HUD)regulatory limit of 1.0 mg/cm2. Project 419814 1 Limited Lead-Based Paint Survey 4207 AiiuQ;"?U as ������) i ���� c i U�„o '�� �Uxma�" �1 10"'01111�� AirQuest Environmental, Inc. ("AirQuest")performed a limited lead-based paint(LBP)inspection to identify surfaces coated with LBP and their general locations within select areas of the interior and exterior of the single-family residence located at 2801 Venetian Drive, Key West, Florida 33040 ("the site"). The inspection was performed on November 13, 2023, by AirQuest Industrial Hygienist Adrian Amicucci, a US Environmental Protection Agency (EPA) certified LBP inspector(see Appendix I). The inspection was conducted to determine the presence of LBP in and adjacent to the windows and doors in the exterior envelope that will be impacted by upcoming renovations. If applicable, any ceilings and wall partitions that may be impacted during upgrades to the air handling system were also included. The report was prepared in general accordance with "Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing" 2012 revision published by the US Department of Housing and Urban Development(HUD). A summary of the building materials associated with the facility investigated is presented below in Table 1. _IC'aMe 1[:=acflky [)esciropt:k)iri Each of the following building components was tested if paint was present. a 1 u 1I Single-Family Wood a,1,'�n :'fli, Wood Y tra, ,' -n 11P'i a Fibrous Board Metal Wood& Metal Project 419814 2 Limited Lead-Based Paint Survey 4208 AiiuQ:"?U at ����: ��,,,���� .�,.......�� IIII �� Illk���������������� ��� IIII IIII������������� �������U��, ���U��,�o Illk����������������IIII.......��..I �,,,,�������� IIII������������� Illk1111111111111''c According to the EPA and HUD, all painted surfaces or components located in or on buildings constructed prior to 1978, are suspected to contain LBP. This assumption can be rebutted if a survey of each suspect painted surface or component has been conducted, and a minimum of one sample of each has been collected and proven not to contain LBP in quantities of greater than 0.5 percent by Flame Atomic Absorption Spectrometry (AAS) analysis or 1.0 milligrams per square centimeter (mg/cm2) by a direct reading X-Ray Fluorescence (XRF) testing device. In addition, EPA regulations require that LBP be abated prior to undertaking any type of renovations, which could potentially disturb these materials. The LBP inspection was performed by observing and sampling accessible painted surfaces on the interior and exterior of the building as per the survey methodology established by HUD. The inspector assigned A, B, C or D to the walls based on main entrance side as A, then rotating clockwise. A different visible color does not by itself result in a separate testing combination. Testing of the samples was performed using the Heuresis Corp. Pb200i XRF devices (Serial 42444). The XRF is a screening method currently recommended by HUD for analysis of lead levels in paint. The exact number of testing locations per area may vary depending on existing conditions. The XRF instrument exposes the painted surface to gamma radiation, causing the irradiated substance to emit a spectrum of characteristic frequencies. The frequencies which are characteristic of lead are singled out and measured by the instrument and converted into a number representing the amount of lead in the paint per unit area. At least three (3) calibration check readings were performed prior to the inspection. Additional calibration check readings were made every four (4) hours or after the inspection work was completed for the day, or according to the manufacturer's instructions,whichever was the most frequent. Calibration checks were performed before the instrument is turned off and again after it has warmed up. The performance characteristic sheet is included in Appendix II. Project 419814 3 Limited Lead-Based Paint Survey 4209 AiiuQ:"?U at I.. ""y IIII �IIII��� Cz I I IIII IIL C The results of the LBP inspection are presented in Appendix III. The LBP inspection was performed in the LBP inspection mode. The XRF sample results are reported in mg/cm2. LBP was defined as any paint containing more than 1.0 mg/cm2 lead as indicated on the XRF. Based on the results of this LBP inspection,none of the readings were equal to or above the current US HUD regulatory limit of 1.0 mg/cm2. Project 419814 4 Limited Lead-Based Paint Survey 4210 ii1(, at t, „�, mb�� Based on the results of this LBP inspection, g were none of the readings equal to or above the current P q US HUD regulatory limit of 1.0 mg/cm2. The results of this inspection indicate that lead in amounts greater than or equal to 1.0 mg/cm2 in paint WAS NOT found on select interior and exterior building components using the inspection protocol in Chapter 7 of the HUD Guidelines for the Evaluation and Control ofLead-Based Paint Hazards in Housing(2012 Revision). Therefore, this dwelling MAY qualify for the exemption in 24 CFR part 35 and 40 CFR part 745 for target housing being leased that is free of lead-based paint, as defined by the rule. This report should be kept by the inspector and should also be kept by the owner and all future owners for the life of the dwelling. Federal Disclosure Requirement A summary of this report must be provided to prospective tenants and purchasers of this property under Federal Law (24 CFR Part 35 and 40 CFR part 745) before they become obligated under a lease or sales contract. The complete report must also be provided to new purchasers and made available to new tenants. Landlords and sellers are also required to distribute an educational pamphlet and include standard warning language in their leases or sales contracts to ensure that parents have the information they need to protect their children from lead-based paint hazards. Occupational Safety and Health Administration (OSHA) Information for Contractors Under the present OSHA lead construction standard, all identified lead-containing materials affected by construction activities fall under the requirements of 29 CFR 1926. There are no current government guidelines defining a lead-based paint (LBP) or lead concentration that creates a hazardous atmosphere when disturbed. Based on current OSHA guidelines, for those employees who will be disturbing lead-containing paint, their employer must make an initial determination by monitoring employee exposure if any employee is exposed to lead at or above 30 micrograms per cubic meter for an eight-hour time weighted average(30 µg/m3 8-hour time weighted average). The employer must implement OSHA prescribed protective measures until they can demonstrate that the employee exposure is not more than the action level. In general, relatively low levels of lead were detected in the various coated surfaces surveyed. Depending on the degree and type of disturbance of these surfaces (i.e., sanding, cutting, or demolishing), employers may be required to implement varying degrees of OSHA prescribed protective measures. These protective measures must be maintained until it can be demonstrated that employee exposures do not exceed the action level. The employer should also implement and maintain a written compliance program detailing the protective measures they will utilize to control lead exposure during renovation activities. Disposal Considerations Lead containing materials may be subject to disposal restrictions. Prior to disposal, the contractor should characterize all wastes so that they are properly disposed of in accordance with all local, state and federal regulations. Project 419814 5 Limited Lead-Based Paint Survey 4211 AiiuQ;"?U at Due to the inaccessibility of some building elements, it is conceivable that all potential LBP may not have been located and identified. The investigations and methodology reflect our best efforts based upon the prevailing standard of care in the environmental industry. Project 419814 6 Limited Lead-Based Paint Survey 4212 Appendix Certifications ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4213 CN lim foluill# 1pmiM 47- 0 X 0 to wowsw CN ca 4� LO N cu C:) c cu cr) .2 0- _0 04 co 0 w C: CD� (1) LL- (U U) CN (-) U) c c a a) Immulit U) a) _0 CD 0 < U) cu -0 CU 0 0 < CL w E 0 .(I) cu a) U) f-lof 0) a) 2 x 45 *mail, Q- (1) r cc How, -0 w � L— (f) c (D p CL ollilluiII& co low* CK3 wmuu x to Illu oIIIIUN 0 m cu 0 -9= �(D CL a) ca 11 rl _0 (U 6 _0 cu CD a) 0 a) 0 Imak-# cu 0 14-0 u 4MR0 (D > (D �jj�,, L- = An 0 a) T) C: .2? E _0 4- 2! cu 0 a) a) w CD 10 (N Co C) LOCAI band co C) IV % L- 0 co a) C) _0 1 4- 0 (D CL 4- :3 /Appenclix Performance r ri is Sheet ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4215 HEURESIS PCS December 2015 Performance Characteristic Sheet EFFECTIVE DATE: December 1, 2015 MANUFACTURER AND MODEL: Make: Heuresis Models: Model Pb200i Source: 57Co, 5 mCi(nominal—new source) FIELD OPERATION GUIDANCE OPERATING PARAMETERS: Action Level mode XRF CALIBRATION CHECK LIMITS: 0.8 to 1.2 mg/cm2 (inclusive) SUBSTRATE CORRECTION: Not applicable INCONCLUSIVE RANGE OR THRESHOLD: ACTION LEVEL MODE SUBSTRATE THRESHOLD (mg/cm2) READING DESCRIPTION Results not corrected for substrate bias on any Brick 1.0 substrate Concrete 1.0 Drywall 1.0 Metal 1.0 Plaster 1.0 Wood 1.0 Page 1 of 4 4216 HEURESIS PCS December 2015 BACKGROUND INFORMATION EVALUATION DATA SOURCE AND DATE: This sheet is supplemental information to be used in conjunction with Chapter 7 of the HUD Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing ("HUD Guidelines"). Performance parameters shown on this sheet are calculated using test results on building components in the HUD archive. Testing was conducted on 146 test samples in November 2015, with two separate instruments running software version 2.1-2 in Action Level test mode. The actual source strength of each instrument on the day of testing was approximately 2.0 mCi; source ages were approximately one year. OPERATING PARAMETERS Performance parameters shown in this sheet are applicable only when properly operating the instrument using the manufacturer's instructions and procedures described in Chapter 7 of the HUD Guidelines. XRF CALIBRATION CHECK: The calibration of the XRF instrument should be checked using the paint film nearest 1.0 mg/cm2 in the NIST Standard Reference Material (SRM) used (e.g., for NIST SRM 2579, use the 1.02 mg/cm2 film). If the average (rounded to 1 decimal place) of three readings is outside the acceptable calibration check range, follow the manufacturer's instructions to bring the instrument into control before XRF testing proceeds. SUBSTRATE CORRECTION VALUE COMPUTATION: Chapter 7 of the HUD Guidelines provides guidance on correcting XRF results for substrate bias. Supplemental guidance for using the paint film nearest 1.0 mg/cm2 for substrate correction is provided: XRF results are corrected for substrate bias by subtracting from each XRF result a correction value determined separately in each house for single-family housing or in each development for multifamily housing, for each substrate. The correction value is an average of XRF readings taken over the NIST SRM paint film nearest to 1.0 mg/cm2 at test locations that have been scraped bare of their paint covering. Compute the correction values as follows: Using the same XRF instrument, take three readings on a bare substrate area covered with the NIST SRM paint film nearest 1 mg/cm2. Repeat this procedure by taking three more readings on a second bare substrate area of the same substrate covered with the NIST SRM. Compute the correction value for each substrate type where XRF readings indicate substrate correction is needed by computing the average of all six readings as shown below. For each substrate type (the 1.02 mg/cm2 NIST SRM is shown in this example; use the actual lead loading of the NIST SRM used for substrate correction): Correction value = (1 st+ 2nd + 3rd + 4th + 5th + 6th Reading)/6 - 1.02 mg/cm2 Repeat this procedure for each substrate requiring substrate correction in the house or housing development. EVALUATING THE QUALITY OF XRF TESTING: Randomly select ten testing combinations for retesting from each house or from two randomly selected units in multifamily housing. Conduct XRF re-testing at the ten testing combinations selected for retesting. Page 2 of 4 4217 HEURESIS PCS December 2015 Determine if the XRF testing in the units or house passed or failed the test by applying the steps below. Compute the Retest Tolerance Limit by the following steps: Determine XRF results for the original and retest XRF readings. Do not correct the original or retest results for substrate bias. In single-family and multi-family housing, a result is defined as a single reading. Therefore, there will be ten original and ten retest XRF results for each house or for the two selected units. Calculate the average of the original XRF result and the retest XRF result for each testing combination. Square the average for each testing combination. Add the ten squared averages together. Call this quantity C. Multiply the number C by 0.0072. Call this quantity D. Add the number 0.032 to D. Call this quantity E. Take the square root of E. Call this quantity F. Multiply F by 1.645. The result is the Retest Tolerance Limit. Compute the average of all ten original XRF readings. Compute the average of all ten re-test XRF readings. Find the absolute difference of the two averages. If the difference is less than the Retest Tolerance Limit, the inspection has passed the retest. If the difference of the overall averages equals or exceeds the Retest Tolerance Limit, this procedure should be repeated with ten new testing combinations. If the difference of the overall averages is equal to or greater than the Retest Tolerance Limit a second time,then the inspection should be considered deficient. Use of this procedure is estimated to produce a spurious result approximately 1% of the time. That is, results of this procedure will call for further examination when no examination is warranted in approximately 1 out of 100 dwelling units tested. TESTING TIMES: In the Action Level paint test mode, the instrument takes the longest time to complete readings close to the Federal standard of 1.0 mg/cm2. The table below shows the mean and standard deviation of actual reading times by reading level for paint samples during the November 2015 archive testing. The tested instruments reported readings to one decimal place. No significant differences in reading times by substrate were observed. These times apply only to instruments with the same source strength as those tested (2.0 mCi). Instruments with stronger sources will have shorter reading times and those with weaker sources, longer reading times, than those in the table. Mean and Standard Deviation of Reading Times in Action Level Mode by Reading Level Reading (mg/cm2) Mean Reading Time (seconds) Standard Deviation (seconds) <0.7 3.48 0.47 0.7 7.29 1.92 0.8 13.95 1.78 0.9— 1.2 15.25 0.66 1.3 — 1.4 6.08 2.50 > 1.5 3.32 0.05 Page 3 of 4 4218 HEURESIS PCS December 2015 CLASSIFICATION OF RESULTS: XRF results are classified as positive if they are greater than or equal to the stated threshold for the instrument (1.0 mg/cm2), and negative if they are less than the threshold. DOCUMENTATION: A report titled Methodology for XRF Performance Characteristic Sheets (EPA 747-R-95-008) provides an explanation of the statistical methodology used to construct the data in the sheets, and provides empirical results from using the recommended inconclusive ranges or thresholds for specific XRF instruments. The report may be downloaded at -characteristic-sheets-epa-747-r-95- 008�mber-1997. This XRF Performance Characteristic Sheet(PCS)was developed by QuanTech, Inc., under a contract with the XRF manufacturer. Page 4 of 4 4219 AppendixIII TableXRF ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4220 T N N ,. 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Parcel 5 Phillips, Susan 2827 Venetian Drive Key West, Florida 33040 Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Garden, Florida 33418 )ecei'n[:)eir 19., 2023 ,Ai R u i" s ,r E N '\,,r I ON M E N T A L C. ....... .................................................................. . ....................... ............................................................... ............... "holin PPA) I �� .............. ('8'',1 SmA I I d"", S�I nN, "n I i I�'-mdni CL,-i I n' I I �'I"d F IPA wwwA Qunst 4223 CER".rOCA-nor,4 AG III ..............."I'lI'llI'll'll""I'll""I'll",'ll""I'll""I'll'llI'llI'llI'llI'll",'llI'llI'll",'llI'llI',',,,',,,',,II..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,',,II..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,'llII..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,'llI'llI'll",lI..............."I'l""I'll""I'll'llI'llI'll",'llI'llI'll'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""II...................... ............. a s e d a r'i hrrid'ted ar'ld x1,[",e� e a d III r'i sIIIe ct o r'i &te: Parcel 5 - Phillips, Susan 2827 Venetian Drive Key West, Florida 33040 AirQuest Project #19814 Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Gardens, Florida 33418 AirQuest Environmental, Inc. 6851 Southwest 45th Street Fort Lauderdale, Florida 33314 Adrian Amicucci Lead Inspector LBP-1-1203850-1 )eceirn[:)er' 19., 2023 ii 4224 TA IB III...,III OF C ol°a4" IIE l°a4"r s ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... PAGE 1 EXECUTIVE SUMMARY 1 2 INTRODUCTION AND SITE DESCRIPTION 2 3 SURVEY PROCEDURES 3 4 SURVEY RESULTS 4 5 CONCLUSIONS AND LIMITATIONS 5 TABL.,E, ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Table 1- Facility Description.......................................................................................................... 2 APPENDICES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .pp eiri lb(s: II eirtalicatk)iris .pp eiri lb(, IIIIII Peirfoirimairice Cha iraca.elHstac Sheet dpp eiri lb(, III II1-- XR,f:: _IC'aUe 4225 "?U at III IIII °o IIII U��,o I III' IIII AirQuest Environmental, Inc. ("AirQuest")performed a limited lead-based paint(LBP)inspection to identify surfaces coated with LBP and their general locations within select areas of the interior and exterior of the single-family residence located at 2827 Venetian Drive, Key West, Florida 33040 ("the site"). The inspection was performed on November 13, 2023, by AirQuest Industrial Hygienist Adrian Amicucci, a US Environmental Protection Agency (EPA) certified LBP inspector. The inspection was conducted to determine the presence of LBP in and adjacent to the windows and doors in the exterior envelope that will be impacted by upcoming renovations. If applicable, any ceilings and wall partitions that may be impacted during upgrades to the air handling system were also included. The LBP inspection was conducted using an x-ray fluorescence (XRF) instrument. LBP was defined as any paint containing more than 1.0 milligrams per square centimeter (mg/cm2) lead as indicated on the XRF. Based on the results of this LBP inspection, none of the recorded XRF readings were equal to or above the current US Department of Housing and Urban Development(HUD)regulatory limit of 1.0 mg/cm2. Project 419814 1 Limited Lead-Based Paint Survey 4226 AiiuQ;"?U as AirQuest Environmental, Inc. ("AirQuest")performed a limited lead-based paint(LBP)inspection to identify surfaces coated with LBP and their general locations within select areas of the interior and exterior of the single-family residence located at 2827 Venetian Drive, Key West, Florida 33040 ("the site"). The inspection was performed on November 13, 2023, by AirQuest Industrial Hygienist Adrian Amicucci, a US Environmental Protection Agency (EPA) certified LBP inspector(see Appendix I). The inspection was conducted to determine the presence of LBP in and adjacent to the windows and doors in the exterior envelope that will be impacted by upcoming renovations. If applicable, any ceilings and wall partitions that may be impacted during upgrades to the air handling system were also included. The report was prepared in general accordance with "Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing" 2012 revision published by the US Department of Housing and Urban Development(HUD). A summary of the building materials associated with the facility investigated is presented below in Table 1. _IC'aMe 1[:=acflky [)esciropt:k)iri Each of the following building components was tested if paint was present. a 1 u 1I Single-Family Wood N�tra, , Wood Wood Wood Wood& Metal Project 419814 2 Limited Lead-Based Paint Survey 4227 AiiuQ:"?U at ����: ��,,,���� .�,.......�� IIII �� Illk���������������� ��� IIII IIII������������� �������U��, ���U��,�o Illk����������������IIII.......��..I �,,,,�������� IIII������������� Illk1111111111111''c According to the EPA and HUD, all painted surfaces or components located in or on buildings constructed prior to 1978, are suspected to contain LBP. This assumption can be rebutted if a survey of each suspect painted surface or component has been conducted, and a minimum of one sample of each has been collected and proven not to contain LBP in quantities of greater than 0.5 percent by Flame Atomic Absorption Spectrometry (AAS) analysis or 1.0 milligrams per square centimeter (mg/cm2) by a direct reading X-Ray Fluorescence (XRF) testing device. In addition, EPA regulations require that LBP be abated prior to undertaking any type of renovations, which could potentially disturb these materials. The LBP inspection was performed by observing and sampling accessible painted surfaces on the interior and exterior of the building as per the survey methodology established by HUD. The inspector assigned A, B, C or D to the walls based on main entrance side as A, then rotating clockwise. A different visible color does not by itself result in a separate testing combination. Testing of the samples was performed using the Heuresis Corp. Pb200i XRF devices (Serial 42444). The XRF is a screening method currently recommended by HUD for analysis of lead levels in paint. The exact number of testing locations per area may vary depending on existing conditions. The XRF instrument exposes the painted surface to gamma radiation, causing the irradiated substance to emit a spectrum of characteristic frequencies. The frequencies which are characteristic of lead are singled out and measured by the instrument and converted into a number representing the amount of lead in the paint per unit area. At least three (3) calibration check readings were performed prior to the inspection. Additional calibration check readings were made every four (4) hours or after the inspection work was completed for the day, or according to the manufacturer's instructions,whichever was the most frequent. Calibration checks were performed before the instrument is turned off and again after it has warmed up. The performance characteristic sheet is included in Appendix II. Project 419814 3 Limited Lead-Based Paint Survey 4228 AiiuQ:"?U at I.. ""y IIII �IIII��� Cz I I IIII IIL C The results of the LBP inspection are presented in Appendix III. The LBP inspection was performed in the LBP inspection mode. The XRF sample results are reported in mg/cm2. LBP was defined as any paint containing more than 1.0 mg/cm2 lead as indicated on the XRF. Based on the results of this LBP inspection,none of the readings were equal to or above the current US HUD regulatory limit of 1.0 mg/cm2. Project 419814 4 Limited Lead-Based Paint Survey 4229 ii1(, at t, „�, mb�� Based on the results of this LBP inspection, g were none of the readings equal to or above the current P q US HUD regulatory limit of 1.0 mg/cm2. The results of this inspection indicate that lead in amounts greater than or equal to 1.0 mg/cm2 in paint WAS NOT found on select interior and exterior building components using the inspection protocol in Chapter 7 of the HUD Guidelines for the Evaluation and Control ofLead-Based Paint Hazards in Housing(2012 Revision). Therefore, this dwelling MAY qualify for the exemption in 24 CFR part 35 and 40 CFR part 745 for target housing being leased that is free of lead-based paint, as defined by the rule. This report should be kept by the inspector and should also be kept by the owner and all future owners for the life of the dwelling. Federal Disclosure Requirement A summary of this report must be provided to prospective tenants and purchasers of this property under Federal Law (24 CFR Part 35 and 40 CFR part 745) before they become obligated under a lease or sales contract. The complete report must also be provided to new purchasers and made available to new tenants. Landlords and sellers are also required to distribute an educational pamphlet and include standard warning language in their leases or sales contracts to ensure that parents have the information they need to protect their children from lead-based paint hazards. Occupational Safety and Health Administration (OSHA) Information for Contractors Under the present OSHA lead construction standard, all identified lead-containing materials affected by construction activities fall under the requirements of 29 CFR 1926. There are no current government guidelines defining a lead-based paint (LBP) or lead concentration that creates a hazardous atmosphere when disturbed. Based on current OSHA guidelines, for those employees who will be disturbing lead-containing paint, their employer must make an initial determination by monitoring employee exposure if any employee is exposed to lead at or above 30 micrograms per cubic meter for an eight-hour time weighted average(30 µg/m3 8-hour time weighted average). The employer must implement OSHA prescribed protective measures until they can demonstrate that the employee exposure is not more than the action level. In general, relatively low levels of lead were detected in the various coated surfaces surveyed. Depending on the degree and type of disturbance of these surfaces (i.e., sanding, cutting, or demolishing), employers may be required to implement varying degrees of OSHA prescribed protective measures. These protective measures must be maintained until it can be demonstrated that employee exposures do not exceed the action level. The employer should also implement and maintain a written compliance program detailing the protective measures they will utilize to control lead exposure during renovation activities. Disposal Considerations Lead containing materials may be subject to disposal restrictions. Prior to disposal, the contractor should characterize all wastes so that they are properly disposed of in accordance with all local, state and federal regulations. Project 419814 5 Limited Lead-Based Paint Survey 4230 AiiuQ;"?U at Due to the inaccessibility of some building elements, it is conceivable that all potential LBP may not have been located and identified. The investigations and methodology reflect our best efforts based upon the prevailing standard of care in the environmental industry. Project 419814 6 Limited Lead-Based Paint Survey 4231 Appendix Certifications ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4232 CN lim foluill# 1pmiM 47- 0 X 0 to #WIN U) I wVat LO N cu C:) c cu cr) .2 0- _0 04 co 0 w C: CD� (1) LL- (U U) CN (-) U) c c a a) Immulit $1.11,14 U) f!ll a) _0 CD 0 < U) cu -0 CU 0 0 < (D CL (a E E cu a) U) f-lof 0) a) 2 x 45 *mail, Q- (1) r cc How, -0 (D ca pollilluiII& VIR 2! 0 co a- low* — C: CK3 wmuu x w Illu oIIIIUN 0 m cu 0 -9= �(D CL a) ca 11 rl _0 (U _0 cu a) 0 0 cu 0 114-0 u 4MR0 (D > (D �jj�,, L- = An 0 a) T) C: .2? E _0 4- 2! cu 0 a) a) w CD 10 (N Co C) LOCAI band co C) IV % L- 0 co a) C) _0 1 4- 0 (D CL 4- :3 /Appenclix Performance r ri is Sheet ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4234 HEURESIS PCS December 2015 Performance Characteristic Sheet EFFECTIVE DATE: December 1, 2015 MANUFACTURER AND MODEL: Make: Heuresis Models: Model Pb200i Source: 57Co, 5 mCi(nominal—new source) FIELD OPERATION GUIDANCE OPERATING PARAMETERS: Action Level mode XRF CALIBRATION CHECK LIMITS: 0.8 to 1.2 mg/cm2 (inclusive) SUBSTRATE CORRECTION: Not applicable INCONCLUSIVE RANGE OR THRESHOLD: ACTION LEVEL MODE SUBSTRATE THRESHOLD (mg/cm2) READING DESCRIPTION Results not corrected for substrate bias on any Brick 1.0 substrate Concrete 1.0 Drywall 1.0 Metal 1.0 Plaster 1.0 Wood 1.0 Page 1 of 4 4235 HEURESIS PCS December 2015 BACKGROUND INFORMATION EVALUATION DATA SOURCE AND DATE: This sheet is supplemental information to be used in conjunction with Chapter 7 of the HUD Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing ("HUD Guidelines"). Performance parameters shown on this sheet are calculated using test results on building components in the HUD archive. Testing was conducted on 146 test samples in November 2015, with two separate instruments running software version 2.1-2 in Action Level test mode. The actual source strength of each instrument on the day of testing was approximately 2.0 mCi; source ages were approximately one year. OPERATING PARAMETERS Performance parameters shown in this sheet are applicable only when properly operating the instrument using the manufacturer's instructions and procedures described in Chapter 7 of the HUD Guidelines. XRF CALIBRATION CHECK: The calibration of the XRF instrument should be checked using the paint film nearest 1.0 mg/cm2 in the NIST Standard Reference Material (SRM) used (e.g., for NIST SRM 2579, use the 1.02 mg/cm2 film). If the average (rounded to 1 decimal place) of three readings is outside the acceptable calibration check range, follow the manufacturer's instructions to bring the instrument into control before XRF testing proceeds. SUBSTRATE CORRECTION VALUE COMPUTATION: Chapter 7 of the HUD Guidelines provides guidance on correcting XRF results for substrate bias. Supplemental guidance for using the paint film nearest 1.0 mg/cm2 for substrate correction is provided: XRF results are corrected for substrate bias by subtracting from each XRF result a correction value determined separately in each house for single-family housing or in each development for multifamily housing, for each substrate. The correction value is an average of XRF readings taken over the NIST SRM paint film nearest to 1.0 mg/cm2 at test locations that have been scraped bare of their paint covering. Compute the correction values as follows: Using the same XRF instrument, take three readings on a bare substrate area covered with the NIST SRM paint film nearest 1 mg/cm2. Repeat this procedure by taking three more readings on a second bare substrate area of the same substrate covered with the NIST SRM. Compute the correction value for each substrate type where XRF readings indicate substrate correction is needed by computing the average of all six readings as shown below. For each substrate type (the 1.02 mg/cm2 NIST SRM is shown in this example; use the actual lead loading of the NIST SRM used for substrate correction): Correction value = (1 st+ 2nd + 3rd + 4th + 5th + 6th Reading)/6 - 1.02 mg/cm2 Repeat this procedure for each substrate requiring substrate correction in the house or housing development. EVALUATING THE QUALITY OF XRF TESTING: Randomly select ten testing combinations for retesting from each house or from two randomly selected units in multifamily housing. Conduct XRF re-testing at the ten testing combinations selected for retesting. Page 2 of 4 4236 HEURESIS PCS December 2015 Determine if the XRF testing in the units or house passed or failed the test by applying the steps below. Compute the Retest Tolerance Limit by the following steps: Determine XRF results for the original and retest XRF readings. Do not correct the original or retest results for substrate bias. In single-family and multi-family housing, a result is defined as a single reading. Therefore, there will be ten original and ten retest XRF results for each house or for the two selected units. Calculate the average of the original XRF result and the retest XRF result for each testing combination. Square the average for each testing combination. Add the ten squared averages together. Call this quantity C. Multiply the number C by 0.0072. Call this quantity D. Add the number 0.032 to D. Call this quantity E. Take the square root of E. Call this quantity F. Multiply F by 1.645. The result is the Retest Tolerance Limit. Compute the average of all ten original XRF readings. Compute the average of all ten re-test XRF readings. Find the absolute difference of the two averages. If the difference is less than the Retest Tolerance Limit, the inspection has passed the retest. If the difference of the overall averages equals or exceeds the Retest Tolerance Limit, this procedure should be repeated with ten new testing combinations. If the difference of the overall averages is equal to or greater than the Retest Tolerance Limit a second time,then the inspection should be considered deficient. Use of this procedure is estimated to produce a spurious result approximately 1% of the time. That is, results of this procedure will call for further examination when no examination is warranted in approximately 1 out of 100 dwelling units tested. TESTING TIMES: In the Action Level paint test mode, the instrument takes the longest time to complete readings close to the Federal standard of 1.0 mg/cm2. The table below shows the mean and standard deviation of actual reading times by reading level for paint samples during the November 2015 archive testing. The tested instruments reported readings to one decimal place. No significant differences in reading times by substrate were observed. These times apply only to instruments with the same source strength as those tested (2.0 mCi). Instruments with stronger sources will have shorter reading times and those with weaker sources, longer reading times, than those in the table. Mean and Standard Deviation of Reading Times in Action Level Mode by Reading Level Reading (mg/cm2) Mean Reading Time (seconds) Standard Deviation (seconds) <0.7 3.48 0.47 0.7 7.29 1.92 0.8 13.95 1.78 0.9— 1.2 15.25 0.66 1.3 — 1.4 6.08 2.50 > 1.5 3.32 0.05 Page 3 of 4 4237 HEURESIS PCS December 2015 CLASSIFICATION OF RESULTS: XRF results are classified as positive if they are greater than or equal to the stated threshold for the instrument (1.0 mg/cm2), and negative if they are less than the threshold. DOCUMENTATION: A report titled Methodology for XRF Performance Characteristic Sheets (EPA 747-R-95-008) provides an explanation of the statistical methodology used to construct the data in the sheets, and provides empirical results from using the recommended inconclusive ranges or thresholds for specific XRF instruments. The report may be downloaded at -characteristic-sheets-epa-747-r-95- 008�mber-1997. This XRF Performance Characteristic Sheet(PCS)was developed by QuanTech, Inc., under a contract with the XRF manufacturer. Page 4 of 4 4238 AppendixIII TableXRF ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4239 0 N d' k? N c-I c-I M N N c-I M N N c-I c-I N c-I c-I c-I N c-I N c-I N c-I c-I c-I N N c-I N c-I N c-I c-I c-I c-I c-I c-I c-I N f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 bl f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 b0 b0 b0 b0 b0 b0 b0 b0 b0 b0 b0 b0 b0 b0 b0 b0 b0 b0 b0 b0 b0 b0 b0 b0 b0 b0 mb0 m m m m m m b0 b0 b0 b0 b0 b0 N N N N N N N N N N N N N '. Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N c� u �„",, f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 9,i iM;��,'6 '6 'o 'o 'o 'o 'o 'o 'o 'o 'o 'o 'o 'o 'o 'o 'o 'o 'o 'o 'o 'o -o -o -o -o -o -o -o -o -o 'o -o -o 'o 'o 'o 'o 'o 'o O O O O O O c, c; c; O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 4: o O O O O O O O O O O O O O O O O O O O O C C C C C C C O C N N N N N m m m y y '�_ �_ E E E E E E E E E E E E E E E m m m m m m m m m m m m m m _ m 9% C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C ?/ O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m 0 0 0 U U U m m m m m m m U U U U 0 0 0 0 0 0 Q Q m m 0 0 0 0 Q Q # 3 0O oO 3 0O oO 3 3 3 °o 0O oO oO oO oO oO oO oO oO oO °o 0O oO a o 0 3 0O 3 o 0 3 0O 3 0O o 3 0O o i U LL U LL U LL = o = o _ = o = o 0 0 = o 0 0 = o o O = O = O = o = o = o m o ' m v = m = m m -o -o -o m -o -o -o m -o -o -o 0 0 = = m m = m m = m 0 v v 'v 'v v o o 'v 'v v v .� v v y U m U U m m y m m y m y Irfif I m o m m m m m m m M M m c-I M M I, n to to to m M m m N Ln N Ln Ln c-I Ln Ln m Ln O m m m M m I, N N Ln c-I m N N Ln ti o N a ti Ln N o N ti Ln o N a ti N a o N a Ln ti ti Ln ti N M Ln ti Ln a o M Ln N N a N N N N N N N N N ONo ONo ONo N N N N o ro M M M M M M M M M M M M M oo M M 7 M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N Ini m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m G",,...... ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti . ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti M a Ln Lo r" co m c ti N M a Ln Lo r" co m c ti N M a Ln Lo r" co m c ti N M a Ln Lo r" co m c ti N c-I c-I c-I c-I c-I c-I c-I N N N N N N N N N N M M M M M M M M M M Ln Ln Ln AiirQt,,iest Project #19814 III ............. ar'i d ei bIIIr, ............e�ad ................ Parcel 8 Onderdonk, Kristen 1604 Bahama Drive Key West, Florida 33040 Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Garden, Florida 33418 )ecei,n[:)eir 19., 2023 ,Ai R u i�, s ,r E N '\,,r I ON M E N T A L C. .............. ��-d......................... ........... 4241 68"'1 Sn PPP) CER".rOCA-nor,4 AG III ..............."I'lI'llI'll'll""I'll""I'll",'ll""I'll""I'll'llI'llI'llI'llI'll",'llI'llI'll",'llI'llI',',,,',,,',,II..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,',,II..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,'llII..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,'llI'llI'll",lI..............."I'l""I'll""I'll'llI'llI'll",'llI'llI'll'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""II...................... ............. a s e d a r'i hrrid'ted ar'ld x1,[",e� e a d III r'i sIIIe ct o r'i &te: Parcel 8 - Onderdonk, Kristen 1604 Bahama Drive Key West, Florida 33040 AirQuest Project #19814 Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Gardens, Florida 33418 AirQuest Environmental, Inc. 6851 Southwest 45th Street Fort Lauderdale, Florida 33314 Adrian Amicucci Lead Inspector LBP-1-1203850-1 )eceirn[:)er' 19., 2023 ii 4242 TA IB III...,III OF C ol°a4" IIE l°a4"r s ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... PAGE 1 EXECUTIVE SUMMARY 1 2 INTRODUCTION AND SITE DESCRIPTION 2 3 SURVEY PROCEDURES 3 4 SURVEY RESULTS 4 5 CONCLUSIONS AND LIMITATIONS 5 TABL.,E, ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Table 1- Facility Description.......................................................................................................... 2 APPENDICES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .pp eiri lb(s: II eirtalicatk)iris .pp eiri lb(, IIIIII Peirfoirimairice Cha iraca.elHstac Sheet dpp eiri lb(, III II1-- XR,f:: _IC'aUe 4243 "?U at III IIII °o IIII U��,o I III' IIII AirQuest Environmental, Inc. ("AirQuest")performed a limited lead-based paint(LBP)inspection to identify surfaces coated with LBP and their general locations within select areas of the interior and exterior of the single-family residence located at 1604 Bahama Drive, Key West, Florida 33040 ("the site"). The inspection was performed on November 13, 2023, by AirQuest Industrial Hygienist Adrian Amicucci, a US Environmental Protection Agency (EPA) certified LBP inspector. The inspection was conducted to determine the presence of LBP in and adjacent to the windows and doors in the exterior envelope that will be impacted by upcoming renovations. If applicable, any ceilings and wall partitions that may be impacted during upgrades to the air handling system were also included. The LBP inspection was conducted using an x-ray fluorescence (XRF) instrument. LBP was defined as any paint containing more than 1.0 milligrams per square centimeter (mg/cm2) lead as indicated on the XRF. Based on the results of this LBP inspection, none of the recorded XRF readings were equal to or above the current US Department of Housing and Urban Development(HUD)regulatory limit of 1.0 mg/cm2. Project 419814 1 Limited Lead-Based Paint Survey 4244 AiiuQ;"?U as AirQuest Environmental, Inc. ("AirQuest")performed a limited lead-based paint(LBP)inspection to identify surfaces coated with LBP and their general locations within select areas of the interior and exterior of the single-family residence located at 1604 Bahama Drive, Key West, Florida 33040 ("the site"). The inspection was performed on November 13, 2023, by AirQuest Industrial Hygienist Adrian Amicucci, a US Environmental Protection Agency (EPA) certified LBP inspector(see Appendix I). The inspection was conducted to determine the presence of LBP in and adjacent to the windows and doors in the exterior envelope that will be impacted by upcoming renovations. If applicable, any ceilings and wall partitions that may be impacted during upgrades to the air handling system were also included. The report was prepared in general accordance with "Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing" 2012 revision published by the US Department of Housing and Urban Development(HUD). A summary of the building materials associated with the facility investigated is presented below in Table 1. _IC'aMe 1[:=acflky [)esciropt:k)iri Each of the following building components was tested if paint was present. a 1 u 1I Single-Family 2 Concrete Slab on Grade 6itra � Concrete �aV� tucco Metal Wood& Metal Project 419814 2 Limited Lead-Based Paint Survey 4245 AiiuQ:"?U at ����: ��,,,���� .�,.......�� IIII �� Illk���������������� ��� IIII IIII������������� �������U��, ���U��,�o Illk����������������IIII.......��..I �,,,,�������� IIII������������� Illk1111111111111''c According to the EPA and HUD, all painted surfaces or components located in or on buildings constructed prior to 1978, are suspected to contain LBP. This assumption can be rebutted if a survey of each suspect painted surface or component has been conducted, and a minimum of one sample of each has been collected and proven not to contain LBP in quantities of greater than 0.5 percent by Flame Atomic Absorption Spectrometry (AAS) analysis or 1.0 milligrams per square centimeter (mg/cm2) by a direct reading X-Ray Fluorescence (XRF) testing device. In addition, EPA regulations require that LBP be abated prior to undertaking any type of renovations, which could potentially disturb these materials. The LBP inspection was performed by observing and sampling accessible painted surfaces on the interior and exterior of the building as per the survey methodology established by HUD. The inspector assigned A, B, C or D to the walls based on main entrance side as A, then rotating clockwise. A different visible color does not by itself result in a separate testing combination. Testing of the samples was performed using the Heuresis Corp. Pb200i XRF devices (Serial 42444). The XRF is a screening method currently recommended by HUD for analysis of lead levels in paint. The exact number of testing locations per area may vary depending on existing conditions. The XRF instrument exposes the painted surface to gamma radiation, causing the irradiated substance to emit a spectrum of characteristic frequencies. The frequencies which are characteristic of lead are singled out and measured by the instrument and converted into a number representing the amount of lead in the paint per unit area. At least three (3) calibration check readings were performed prior to the inspection. Additional calibration check readings were made every four (4) hours or after the inspection work was completed for the day, or according to the manufacturer's instructions,whichever was the most frequent. Calibration checks were performed before the instrument is turned off and again after it has warmed up. The performance characteristic sheet is included in Appendix II. Project 419814 3 Limited Lead-Based Paint Survey 4246 AiiuQ:"?U at I.. ""y IIII �IIII��� Cz I I IIII IIL C The results of the LBP inspection are presented in Appendix III. The LBP inspection was performed in the LBP inspection mode. The XRF sample results are reported in mg/cm2. LBP was defined as any paint containing more than 1.0 mg/cm2 lead as indicated on the XRF. Based on the results of this LBP inspection,none of the readings were equal to or above the current US HUD regulatory limit of 1.0 mg/cm2. Project 419814 4 Limited Lead-Based Paint Survey 4247 ii1(, at t, „�, mb�� Based on the results of this LBP inspection, g were none of the readings equal to or above the current P q US HUD regulatory limit of 1.0 mg/cm2. The results of this inspection indicate that lead in amounts greater than or equal to 1.0 mg/cm2 in paint WAS NOT found on select interior and exterior building components using the inspection protocol in Chapter 7 of the HUD Guidelines for the Evaluation and Control ofLead-Based Paint Hazards in Housing(2012 Revision). Therefore, this dwelling MAY qualify for the exemption in 24 CFR part 35 and 40 CFR part 745 for target housing being leased that is free of lead-based paint, as defined by the rule. This report should be kept by the inspector and should also be kept by the owner and all future owners for the life of the dwelling. Federal Disclosure Requirement A summary of this report must be provided to prospective tenants and purchasers of this property under Federal Law (24 CFR Part 35 and 40 CFR part 745) before they become obligated under a lease or sales contract. The complete report must also be provided to new purchasers and made available to new tenants. Landlords and sellers are also required to distribute an educational pamphlet and include standard warning language in their leases or sales contracts to ensure that parents have the information they need to protect their children from lead-based paint hazards. Occupational Safety and Health Administration (OSHA) Information for Contractors Under the present OSHA lead construction standard, all identified lead-containing materials affected by construction activities fall under the requirements of 29 CFR 1926. There are no current government guidelines defining a lead-based paint (LBP) or lead concentration that creates a hazardous atmosphere when disturbed. Based on current OSHA guidelines, for those employees who will be disturbing lead-containing paint, their employer must make an initial determination by monitoring employee exposure if any employee is exposed to lead at or above 30 micrograms per cubic meter for an eight-hour time weighted average(30 µg/m3 8-hour time weighted average). The employer must implement OSHA prescribed protective measures until they can demonstrate that the employee exposure is not more than the action level. In general, relatively low levels of lead were detected in the various coated surfaces surveyed. Depending on the degree and type of disturbance of these surfaces (i.e., sanding, cutting, or demolishing), employers may be required to implement varying degrees of OSHA prescribed protective measures. These protective measures must be maintained until it can be demonstrated that employee exposures do not exceed the action level. The employer should also implement and maintain a written compliance program detailing the protective measures they will utilize to control lead exposure during renovation activities. Disposal Considerations Lead containing materials may be subject to disposal restrictions. Prior to disposal, the contractor should characterize all wastes so that they are properly disposed of in accordance with all local, state and federal regulations. Project 419814 5 Limited Lead-Based Paint Survey 4248 AiiuQ;"?U at Due to the inaccessibility of some building elements, it is conceivable that all potential LBP may not have been located and identified. The investigations and methodology reflect our best efforts based upon the prevailing standard of care in the environmental industry. Project 419814 6 Limited Lead-Based Paint Survey 4249 Appendix Certifications ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4250 T— LO CN lim foluill# 1pmiM 47- 0 X 0 to wowsw CN ca 4� LO N cu C:) c cu cr) .2 0- _0 04 co 0 w C: CD� (1) LL- (U U) CN (-) U) c c a a) Immulit U) a) _0 CD 0 < U) cu -0 CU 0 0 < CL w E 0 .(I) cu a) U) f-lof 0) a) 2 x 45 *mail, Q- (1) r cc How, -0 w � L— (f) c (D p CL ollilluiII& co low* CK3 wmuu x to Illu oIIIIUN 0 m cu 0 -9= �(D CL a) ca 11 rl _0 (U 6 _0 cu CD a) 0 a) 0 Imak-# cu 0 14-0 u 4MR0 (D > (D �jj�,, L- = An 0 a) T) C: .2? E _0 4- 2! cu a) a) w CD 10 (N Co C) LOCAI band co C) IV % L- 0 co a) C) _0 1 4- 0 (D CL 4- :3 /Appenclix Performance r ri is Sheet ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4252 HEURESIS PCS December 2015 Performance Characteristic Sheet EFFECTIVE DATE: December 1, 2015 MANUFACTURER AND MODEL: Make: Heuresis Models: Model Pb200i Source: 57Co, 5 mCi(nominal—new source) FIELD OPERATION GUIDANCE OPERATING PARAMETERS: Action Level mode XRF CALIBRATION CHECK LIMITS: 0.8 to 1.2 mg/cm2 (inclusive) SUBSTRATE CORRECTION: Not applicable INCONCLUSIVE RANGE OR THRESHOLD: ACTION LEVEL MODE SUBSTRATE THRESHOLD (mg/cm2) READING DESCRIPTION Results not corrected for substrate bias on any Brick 1.0 substrate Concrete 1.0 Drywall 1.0 Metal 1.0 Plaster 1.0 Wood 1.0 Page 1 of 4 4253 HEURESIS PCS December 2015 BACKGROUND INFORMATION EVALUATION DATA SOURCE AND DATE: This sheet is supplemental information to be used in conjunction with Chapter 7 of the HUD Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing ("HUD Guidelines"). Performance parameters shown on this sheet are calculated using test results on building components in the HUD archive. Testing was conducted on 146 test samples in November 2015, with two separate instruments running software version 2.1-2 in Action Level test mode. The actual source strength of each instrument on the day of testing was approximately 2.0 mCi; source ages were approximately one year. OPERATING PARAMETERS Performance parameters shown in this sheet are applicable only when properly operating the instrument using the manufacturer's instructions and procedures described in Chapter 7 of the HUD Guidelines. XRF CALIBRATION CHECK: The calibration of the XRF instrument should be checked using the paint film nearest 1.0 mg/cm2 in the NIST Standard Reference Material (SRM) used (e.g., for NIST SRM 2579, use the 1.02 mg/cm2 film). If the average (rounded to 1 decimal place) of three readings is outside the acceptable calibration check range, follow the manufacturer's instructions to bring the instrument into control before XRF testing proceeds. SUBSTRATE CORRECTION VALUE COMPUTATION: Chapter 7 of the HUD Guidelines provides guidance on correcting XRF results for substrate bias. Supplemental guidance for using the paint film nearest 1.0 mg/cm2 for substrate correction is provided: XRF results are corrected for substrate bias by subtracting from each XRF result a correction value determined separately in each house for single-family housing or in each development for multifamily housing, for each substrate. The correction value is an average of XRF readings taken over the NIST SRM paint film nearest to 1.0 mg/cm2 at test locations that have been scraped bare of their paint covering. Compute the correction values as follows: Using the same XRF instrument, take three readings on a bare substrate area covered with the NIST SRM paint film nearest 1 mg/cm2. Repeat this procedure by taking three more readings on a second bare substrate area of the same substrate covered with the NIST SRM. Compute the correction value for each substrate type where XRF readings indicate substrate correction is needed by computing the average of all six readings as shown below. For each substrate type (the 1.02 mg/cm2 NIST SRM is shown in this example; use the actual lead loading of the NIST SRM used for substrate correction): Correction value = (1 st+ 2nd + 3rd + 4th + 5th + 6th Reading)/6 - 1.02 mg/cm2 Repeat this procedure for each substrate requiring substrate correction in the house or housing development. EVALUATING THE QUALITY OF XRF TESTING: Randomly select ten testing combinations for retesting from each house or from two randomly selected units in multifamily housing. Conduct XRF re-testing at the ten testing combinations selected for retesting. Page 2 of 4 4254 HEURESIS PCS December 2015 Determine if the XRF testing in the units or house passed or failed the test by applying the steps below. Compute the Retest Tolerance Limit by the following steps: Determine XRF results for the original and retest XRF readings. Do not correct the original or retest results for substrate bias. In single-family and multi-family housing, a result is defined as a single reading. Therefore, there will be ten original and ten retest XRF results for each house or for the two selected units. Calculate the average of the original XRF result and the retest XRF result for each testing combination. Square the average for each testing combination. Add the ten squared averages together. Call this quantity C. Multiply the number C by 0.0072. Call this quantity D. Add the number 0.032 to D. Call this quantity E. Take the square root of E. Call this quantity F. Multiply F by 1.645. The result is the Retest Tolerance Limit. Compute the average of all ten original XRF readings. Compute the average of all ten re-test XRF readings. Find the absolute difference of the two averages. If the difference is less than the Retest Tolerance Limit, the inspection has passed the retest. If the difference of the overall averages equals or exceeds the Retest Tolerance Limit, this procedure should be repeated with ten new testing combinations. If the difference of the overall averages is equal to or greater than the Retest Tolerance Limit a second time,then the inspection should be considered deficient. Use of this procedure is estimated to produce a spurious result approximately 1% of the time. That is, results of this procedure will call for further examination when no examination is warranted in approximately 1 out of 100 dwelling units tested. TESTING TIMES: In the Action Level paint test mode, the instrument takes the longest time to complete readings close to the Federal standard of 1.0 mg/cm2. The table below shows the mean and standard deviation of actual reading times by reading level for paint samples during the November 2015 archive testing. The tested instruments reported readings to one decimal place. No significant differences in reading times by substrate were observed. These times apply only to instruments with the same source strength as those tested (2.0 mCi). Instruments with stronger sources will have shorter reading times and those with weaker sources, longer reading times, than those in the table. Mean and Standard Deviation of Reading Times in Action Level Mode by Reading Level Reading (mg/cm2) Mean Reading Time (seconds) Standard Deviation (seconds) <0.7 3.48 0.47 0.7 7.29 1.92 0.8 13.95 1.78 0.9— 1.2 15.25 0.66 1.3 — 1.4 6.08 2.50 > 1.5 3.32 0.05 Page 3 of 4 4255 HEURESIS PCS December 2015 CLASSIFICATION OF RESULTS: XRF results are classified as positive if they are greater than or equal to the stated threshold for the instrument (1.0 mg/cm2), and negative if they are less than the threshold. DOCUMENTATION: A report titled Methodology for XRF Performance Characteristic Sheets (EPA 747-R-95-008) provides an explanation of the statistical methodology used to construct the data in the sheets, and provides empirical results from using the recommended inconclusive ranges or thresholds for specific XRF instruments. The report may be downloaded at -characteristic-sheets-epa-747-r-95- 008�mber-1997. This XRF Performance Characteristic Sheet(PCS)was developed by QuanTech, Inc., under a contract with the XRF manufacturer. 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Parcel 9 Ahrens, Scott 2916 Riviera Drive Key West, Florida 33040 Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Garden, Florida 33418 )ecei,n[:)eir 19., 2023 ,Ai R u i�, s ,r E N '\,,r I ON M E N T A L C. .............. ��-d......................... ........... 4259 68"'1 Sn PPP) CER".rOCA-nor,4 AG III ..............."I'lI'llI'll'll""I'll""I'll",'ll""I'll""I'll'llI'llI'llI'llI'll",'llI'llI'll",'llI'llI',',,,',,,',,II..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,',,II..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,'llII..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,'llI'llI'll",lI..............."I'l""I'll""I'll'llI'llI'll",'llI'llI'll'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""II...................... a s e d a r'i............. ar'ld x1,[",e� e a d III r'i sIIIe ct o r'i &te: Parcel 9 - Ahrens, Scott 2916 Riviera Drive Key West, Florida 33040 AirQuest Project #19814 Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Gardens, Florida 33418 AirQuest Environmental, Inc. 6851 Southwest 45th Street Fort Lauderdale, Florida 33314 Adrian Amicucci Lead Inspector LBP-1-1203850-1 )eceirn[:)er' 19., 2023 ii 4260 TA IB III...,III OF C ol°a4" IIE l°a4"r s ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... PAGE 1 EXECUTIVE SUMMARY 1 2 INTRODUCTION AND SITE DESCRIPTION 2 3 SURVEY PROCEDURES 3 4 SURVEY RESULTS 4 5 CONCLUSIONS AND LIMITATIONS 5 TABL.,E, ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Table 1- Facility Description..........................................................................................................2 APPENDICES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .pp eiri lb(s: II eirtalicatk)iris .pp eiri lb(, IIIIII Peirfoirimairice Cha iraca.elHstac Sheet dpp eiri lb(, III II1-- XR,f:: _IC'aUe 4261 "?U at III IIII °o IIII U��,o I III' IIII AirQuest Environmental, Inc. ("AirQuest")performed a limited lead-based paint(LBP)inspection to identify surfaces coated with LBP and their general locations within select areas of the interior and exterior of the single-family residence located at 2916 Riviera Drive,Key West,Florida 33040 ("the site"). The inspection was performed on November 14, 2023, by AirQuest Industrial Hygienist Adrian Amicucci, a US Environmental Protection Agency (EPA) certified LBP inspector. The inspection was conducted to determine the presence of LBP in and adjacent to the windows and doors in the exterior envelope that will be impacted by upcoming renovations. If applicable, any ceilings and wall partitions that may be impacted during upgrades to the air handling system were also included. The LBP inspection was conducted using an x-ray fluorescence (XRF) instrument. LBP was defined as any paint containing more than 1.0 milligrams per square centimeter (mg/cm2) lead as indicated on the XRF. Based on the results of this LBP inspection, none of the recorded XRF readings were equal to or above the current US Department of Housing and Urban Development(HUD)regulatory limit of 1.0 mg/cm2. Project 419814 1 Limited Lead-Based Paint Survey 4262 AiiuQ;"?U as AirQuest Environmental, Inc. ("AirQuest")performed a limited lead-based paint(LBP)inspection to identify surfaces coated with LBP and their general locations within select areas of the interior and exterior of the single-family residence located at 2916 Riviera Drive,Key West,Florida 33040 ("the site"). The inspection was performed on November 14, 2023, by AirQuest Industrial Hygienist Adrian Amicucci, a US Environmental Protection Agency (EPA) certified LBP inspector(see Appendix I). The inspection was conducted to determine the presence of LBP in and adjacent to the windows and doors in the exterior envelope that will be impacted by upcoming renovations. If applicable, any ceilings and wall partitions that may be impacted during upgrades to the air handling system were also included. The report was prepared in general accordance with "Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing" 2012 revision published by the US Department of Housing and Urban Development(HUD). A summary of the building materials associated with the facility investigated is presented below in Table 1. _IC'aMe 1[:=acflky [)esciropt:k)iri Each of the following building components was tested if paint was present. a 1 u 1I Single-Family Concrete Slab on Grade i Poured Concrete �aV� tucco n as Wood& Metal Wood& Metal Project 419814 2 Limited Lead-Based Paint Survey 4263 AiiuQ:"?U at ����: ��,,,���� .�,.......�� IIII �� Illk���������������� ��� IIII IIII������������� �������U��, ���U��,�o Illk����������������IIII.......��..I �,,,,�������� IIII������������� Illk1111111111111''c According to the EPA and HUD, all painted surfaces or components located in or on buildings constructed prior to 1978, are suspected to contain LBP. This assumption can be rebutted if a survey of each suspect painted surface or component has been conducted, and a minimum of one sample of each has been collected and proven not to contain LBP in quantities of greater than 0.5 percent by Flame Atomic Absorption Spectrometry (AAS) analysis or 1.0 milligrams per square centimeter (mg/cm2) by a direct reading X-Ray Fluorescence (XRF) testing device. In addition, EPA regulations require that LBP be abated prior to undertaking any type of renovations, which could potentially disturb these materials. The LBP inspection was performed by observing and sampling accessible painted surfaces on the interior and exterior of the building as per the survey methodology established by HUD. The inspector assigned A, B, C or D to the walls based on main entrance side as A, then rotating clockwise. A different visible color does not by itself result in a separate testing combination. Testing of the samples was performed using the Heuresis Corp. Pb200i XRF devices (Serial 42444). The XRF is a screening method currently recommended by HUD for analysis of lead levels in paint. The exact number of testing locations per area may vary depending on existing conditions. The XRF instrument exposes the painted surface to gamma radiation, causing the irradiated substance to emit a spectrum of characteristic frequencies. The frequencies which are characteristic of lead are singled out and measured by the instrument and converted into a number representing the amount of lead in the paint per unit area. At least three (3) calibration check readings were performed prior to the inspection. Additional calibration check readings were made every four (4) hours or after the inspection work was completed for the day, or according to the manufacturer's instructions,whichever was the most frequent. Calibration checks were performed before the instrument is turned off and again after it has warmed up. The performance characteristic sheet is included in Appendix II. Project 419814 3 Limited Lead-Based Paint Survey 4264 AiiuQ:"?U at I.. ""y IIII �IIII��� Cz I I IIII IIL C The results of the LBP inspection are presented in Appendix III. The LBP inspection was performed in the LBP inspection mode. The XRF sample results are reported in mg/cm2. LBP was defined as any paint containing more than 1.0 mg/cm2 lead as indicated on the XRF. Based on the results of this LBP inspection,none of the readings were equal to or above the current US HUD regulatory limit of 1.0 mg/cm2. Project 419814 4 Limited Lead-Based Paint Survey 4265 ii1(, at t, „�, mb�� Based on the results of this LBP inspection, g were none of the readings equal to or above the current P q US HUD regulatory limit of 1.0 mg/cm2. The results of this inspection indicate that lead in amounts greater than or equal to 1.0 mg/cm2 in paint WAS NOT found on select interior and exterior building components using the inspection protocol in Chapter 7 of the HUD Guidelines for the Evaluation and Control ofLead-Based Paint Hazards in Housing(2012 Revision). Therefore, this dwelling MAY qualify for the exemption in 24 CFR part 35 and 40 CFR part 745 for target housing being leased that is free of lead-based paint, as defined by the rule. This report should be kept by the inspector and should also be kept by the owner and all future owners for the life of the dwelling. Federal Disclosure Requirement A summary of this report must be provided to prospective tenants and purchasers of this property under Federal Law (24 CFR Part 35 and 40 CFR part 745) before they become obligated under a lease or sales contract. The complete report must also be provided to new purchasers and made available to new tenants. Landlords and sellers are also required to distribute an educational pamphlet and include standard warning language in their leases or sales contracts to ensure that parents have the information they need to protect their children from lead-based paint hazards. Occupational Safety and Health Administration (OSHA) Information for Contractors Under the present OSHA lead construction standard, all identified lead-containing materials affected by construction activities fall under the requirements of 29 CFR 1926. There are no current government guidelines defining a lead-based paint (LBP) or lead concentration that creates a hazardous atmosphere when disturbed. Based on current OSHA guidelines, for those employees who will be disturbing lead-containing paint, their employer must make an initial determination by monitoring employee exposure if any employee is exposed to lead at or above 30 micrograms per cubic meter for an eight-hour time weighted average(30 µg/m3 8-hour time weighted average). The employer must implement OSHA prescribed protective measures until they can demonstrate that the employee exposure is not more than the action level. In general, relatively low levels of lead were detected in the various coated surfaces surveyed. Depending on the degree and type of disturbance of these surfaces (i.e., sanding, cutting, or demolishing), employers may be required to implement varying degrees of OSHA prescribed protective measures. These protective measures must be maintained until it can be demonstrated that employee exposures do not exceed the action level. The employer should also implement and maintain a written compliance program detailing the protective measures they will utilize to control lead exposure during renovation activities. Disposal Considerations Lead containing materials may be subject to disposal restrictions. Prior to disposal, the contractor should characterize all wastes so that they are properly disposed of in accordance with all local, state and federal regulations. Project 419814 5 Limited Lead-Based Paint Survey 4266 AiiuQ;"?U at Due to the inaccessibility of some building elements, it is conceivable that all potential LBP may not have been located and identified. The investigations and methodology reflect our best efforts based upon the prevailing standard of care in the environmental industry. Project 419814 6 Limited Lead-Based Paint Survey 4267 Appendix Certifications ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4268 cfl CN lim foluill# 1pmiM 47- 0 X 0 to #WIN U) I wVat LO N cu C:) c cu cr) .2 0- _0 04 co 0 w C: CD� (1) LL- (U U) CN (-) U) c c a a) Immulit $1.11,14 U) f!ll a) _0 CD 0 < U) cu -0 CU 0 0 < (D CL (a E E cu a) U) f-lof 0) a) 2 x 45 *mail, Q- (1) r cc How, -0 (D ca pollilluiII& VIR 2! 0 co a- low* — C: CK3 wmuu x w Illu oIIIIUN 0 m cu 0 -9= �(D CL a) ca 11 rl _0 (U _0 cu a) 0 0 cu 0 114-0 u 4MR0 (D > (D �jj�,, L- = An 0 a) T) C: .2? E _0 4- 2! cu 0 a) a) w CD 10 (N Co C) LOCAI band co C) IV % L- 0 co a) C) _0 1 4- 0 (D CL 4- :3 /Appenclix Performance r ri is Sheet ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4270 HEURESIS PCS December 2015 Performance Characteristic Sheet EFFECTIVE DATE: December 1, 2015 MANUFACTURER AND MODEL: Make: Heuresis Models: Model Pb200i Source: 57Co, 5 mCi(nominal—new source) FIELD OPERATION GUIDANCE OPERATING PARAMETERS: Action Level mode XRF CALIBRATION CHECK LIMITS: 0.8 to 1.2 mg/cm2 (inclusive) SUBSTRATE CORRECTION: Not applicable INCONCLUSIVE RANGE OR THRESHOLD: ACTION LEVEL MODE SUBSTRATE THRESHOLD (mg/cm2) READING DESCRIPTION Results not corrected for substrate bias on any Brick 1.0 substrate Concrete 1.0 Drywall 1.0 Metal 1.0 Plaster 1.0 Wood 1.0 Page 1 of 4 4271 HEURESIS PCS December 2015 BACKGROUND INFORMATION EVALUATION DATA SOURCE AND DATE: This sheet is supplemental information to be used in conjunction with Chapter 7 of the HUD Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing ("HUD Guidelines"). Performance parameters shown on this sheet are calculated using test results on building components in the HUD archive. Testing was conducted on 146 test samples in November 2015, with two separate instruments running software version 2.1-2 in Action Level test mode. The actual source strength of each instrument on the day of testing was approximately 2.0 mCi; source ages were approximately one year. OPERATING PARAMETERS Performance parameters shown in this sheet are applicable only when properly operating the instrument using the manufacturer's instructions and procedures described in Chapter 7 of the HUD Guidelines. XRF CALIBRATION CHECK: The calibration of the XRF instrument should be checked using the paint film nearest 1.0 mg/cm2 in the NIST Standard Reference Material (SRM) used (e.g., for NIST SRM 2579, use the 1.02 mg/cm2 film). If the average (rounded to 1 decimal place) of three readings is outside the acceptable calibration check range, follow the manufacturer's instructions to bring the instrument into control before XRF testing proceeds. SUBSTRATE CORRECTION VALUE COMPUTATION: Chapter 7 of the HUD Guidelines provides guidance on correcting XRF results for substrate bias. Supplemental guidance for using the paint film nearest 1.0 mg/cm2 for substrate correction is provided: XRF results are corrected for substrate bias by subtracting from each XRF result a correction value determined separately in each house for single-family housing or in each development for multifamily housing, for each substrate. The correction value is an average of XRF readings taken over the NIST SRM paint film nearest to 1.0 mg/cm2 at test locations that have been scraped bare of their paint covering. Compute the correction values as follows: Using the same XRF instrument, take three readings on a bare substrate area covered with the NIST SRM paint film nearest 1 mg/cm2. Repeat this procedure by taking three more readings on a second bare substrate area of the same substrate covered with the NIST SRM. Compute the correction value for each substrate type where XRF readings indicate substrate correction is needed by computing the average of all six readings as shown below. For each substrate type (the 1.02 mg/cm2 NIST SRM is shown in this example; use the actual lead loading of the NIST SRM used for substrate correction): Correction value = (1 st+ 2nd + 3rd + 4th + 5th + 6th Reading)/6 - 1.02 mg/cm2 Repeat this procedure for each substrate requiring substrate correction in the house or housing development. EVALUATING THE QUALITY OF XRF TESTING: Randomly select ten testing combinations for retesting from each house or from two randomly selected units in multifamily housing. Conduct XRF re-testing at the ten testing combinations selected for retesting. Page 2 of 4 4272 HEURESIS PCS December 2015 Determine if the XRF testing in the units or house passed or failed the test by applying the steps below. Compute the Retest Tolerance Limit by the following steps: Determine XRF results for the original and retest XRF readings. Do not correct the original or retest results for substrate bias. In single-family and multi-family housing, a result is defined as a single reading. Therefore, there will be ten original and ten retest XRF results for each house or for the two selected units. Calculate the average of the original XRF result and the retest XRF result for each testing combination. Square the average for each testing combination. Add the ten squared averages together. Call this quantity C. Multiply the number C by 0.0072. Call this quantity D. Add the number 0.032 to D. Call this quantity E. Take the square root of E. Call this quantity F. Multiply F by 1.645. The result is the Retest Tolerance Limit. Compute the average of all ten original XRF readings. Compute the average of all ten re-test XRF readings. Find the absolute difference of the two averages. If the difference is less than the Retest Tolerance Limit, the inspection has passed the retest. If the difference of the overall averages equals or exceeds the Retest Tolerance Limit, this procedure should be repeated with ten new testing combinations. If the difference of the overall averages is equal to or greater than the Retest Tolerance Limit a second time,then the inspection should be considered deficient. Use of this procedure is estimated to produce a spurious result approximately 1% of the time. That is, results of this procedure will call for further examination when no examination is warranted in approximately 1 out of 100 dwelling units tested. TESTING TIMES: In the Action Level paint test mode, the instrument takes the longest time to complete readings close to the Federal standard of 1.0 mg/cm2. The table below shows the mean and standard deviation of actual reading times by reading level for paint samples during the November 2015 archive testing. The tested instruments reported readings to one decimal place. No significant differences in reading times by substrate were observed. These times apply only to instruments with the same source strength as those tested (2.0 mCi). Instruments with stronger sources will have shorter reading times and those with weaker sources, longer reading times, than those in the table. Mean and Standard Deviation of Reading Times in Action Level Mode by Reading Level Reading (mg/cm2) Mean Reading Time (seconds) Standard Deviation (seconds) <0.7 3.48 0.47 0.7 7.29 1.92 0.8 13.95 1.78 0.9— 1.2 15.25 0.66 1.3 — 1.4 6.08 2.50 > 1.5 3.32 0.05 Page 3 of 4 4273 HEURESIS PCS December 2015 CLASSIFICATION OF RESULTS: XRF results are classified as positive if they are greater than or equal to the stated threshold for the instrument (1.0 mg/cm2), and negative if they are less than the threshold. DOCUMENTATION: A report titled Methodology for XRF Performance Characteristic Sheets (EPA 747-R-95-008) provides an explanation of the statistical methodology used to construct the data in the sheets, and provides empirical results from using the recommended inconclusive ranges or thresholds for specific XRF instruments. The report may be downloaded at -characteristic-sheets-epa-747-r-95- 008�mber-1997. This XRF Performance Characteristic Sheet(PCS)was developed by QuanTech, Inc., under a contract with the XRF manufacturer. Page 4 of 4 4274 AppendixIII TableXRF ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4275 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 '..Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 'o 'o o 'o 'o 'o 'o 'o 'o 'o '0 '0 '0 '0 '0 '0 '0 '0 '0 '0 '0 '0 '0 '0 '0 '0 '0 '0 '0 '0 '0 '0 '0 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 'C O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O ..4 C7 C7 a C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 Ono C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 E E E E E E E E E O O O O O E E E E E E E E E E O O O O C C C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v v h0 � h0 -6 '6 '6 '6 '6 O O O O O 00 00 C U) U) U) U) aV+ aV+ aV+ > > > > > > > U) U) U) U) U) m m m m m N U) U) U) U) U) U) U) U) U) O O O O O m m m m m m m m m m m m m m m m m m m O 0 Y Y Y J Y Y Y Y Y V V w w w w w Z Z Z Z N O o 0 0 0 Z Z Z Z Z w w w w w Z Z Z Z Z E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o w w w w w w w w w w z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z ��.Q Q Q m m V V V V 0 Q Q m 0 Q V D Q m m V V V 0 Q m V 0 Q m V 0 Q m V 0 Q m V D m Q u u U) f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 '6 '6 N f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 '6 '6 '6 N f0 f0 f0 f0 f0 f0 f0 v v " v " v 0o 0o " " v 3 3 3 3 3 3 3 3 3 3 3 3 8 00 3 00 °0 3 3 3 3 3 3 3 3 3 3 3 00 00 00 3 3 3 3 3 3 3 3 J J J J �p T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 0 cl v N N N N N v v v v v o v v v v v v v o 0 0 0 . 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I M t T M O c-I M c-I M „1^ l0 I� W Gl O c-I N M M M I, n 00 00 m c-I N N M M M V1 V1 to to I, n 00 00 O O O c-I c-I M M M 7 7 V1 to to to I, 00 00 m m m c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N --I c�-I M V1 lD I� W Gl O c-I N M V1 lD I� 00 m O 00 Gl O 00 m O c-I N M V1 lD I� W Gl O c-I N M "',01 01 01 01 01 01 01 O O O O O O O O O O c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I N N N N N N N N N N M M M M M M M M M M 7 7 7 7 N M N N M N M N M c-I N M O O O O O O O O O O O O U/ U/ U/ U/ U/ U/ U/ U/ U/ U/ U/ U/ > > > > > > > > > > > > h0 h0 h0 h0 h0 h0 h0 h0 h0 h0 h0 h0 Z Z Z Z Z Z Z Z Z Z Z Z U/ U/ U/ U/ U/ U/ U/ U/ U/ U/ U/ U/ a a a a a a a a a a a a O O O O O O O O O O O O O O O O O O O O O O O O hm hm hm h hm hm hm hm M M M M OOOOOOOOOOOO V V V V V V V V V V V V E E E O O O O O O O O O O O O y y y y y y y y y O O O m m m w w w w w w w w w V 0 Q Q m m m V V 0 0 O O O O O O O O O 0 0 0 v v v 3 c 3 c c 3 c 3 c = = = = o v O v v O v O v s s s v v v v v E s E E o = — ° — `o u o V1 01 c-I V1 M I� ci O c-I c-I 01 M V1 O M V1 M N c-I O M V1 c-I � c-I N N M V1 l0 I" n n 00 c0 7 7 7 7 7 7 7 7 7 7 7 7 O O O O O O O O O O O O c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I M M M M M M M M M M M M N N N N N N N N N N N N O O Coco O O O O O O N N N N N N N N N N N N 7 7 7 7 7 7 7 7 7 7 7 7 c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I \\\\\\\\\\\\ c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I w m O c-I N M V1 7 7 7 7 7 7 V1 V1 V1 V1 V1 V1 N N N N N N N N N N N N AiirQt,,iest Project #19814 III ............. ar'i d ei bIIIr, ............e�ad ................ Parcel 10 Mead, Paul 2924 Riviera Drive Key West, Florida 33040 Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Garden, Florida 33418 )ecei,n[:)eir 19., 2023 ,Ai R u i�, s ,r E N '\,,r I ON M E N T A L C. .............. ��-d......................... ........... 4278 68"'1 Sn PPP) CER".rOCA-nor,4 AG III ..............."I'lI'llI'll'll""I'll""I'll",'ll""I'll""I'll'llI'llI'llI'llI'll",'llI'llI'll",'llI'llI',',,,',,,',,II..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,',,II..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,'llII..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,'llI'llI'll",lI..............."I'l""I'll""I'll'llI'llI'll",'llI'llI'll'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""II...................... a s e d a r'i............. ar'ld x1,[",e� e a d III r'i sIIIe ct o r'i &te: Parcel 10 - Mead, Paul 2924 Riviera Drive Key West, Florida 33040 AirQuest Project #19814 ii,e a ii,e(l 0 ii': Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Gardens, Florida 33418 AirQuest Environmental, Inc. 6851 Southwest 45th Street Fort Lauderdale, Florida 33314 Adrian Amicucci Lead Inspector LBP-1-1203850-1 )eceirn[:)er' 19., 202ii 4279 TA IB III...,III OF C ol°a4" IIE l°a4"r s ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... PAGE 1 EXECUTIVE SUMMARY 1 2 INTRODUCTION AND SITE DESCRIPTION 2 3 SURVEY PROCEDURES 3 4 SURVEY RESULTS 4 5 CONCLUSIONS AND LIMITATIONS 5 TABL.,E, ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Table 1- Facility Description..........................................................................................................2 APPENDICES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .pp eiri lb(s: II eirtalicatk)iris .pp eiri lb(, IIIIII Peirfoirimairice Cha iraca.elHstac Sheet dpp eiri lb(, III II1-- XR,f:: _IC'aUe 4280 "?U at III IIII °o IIII U��,o I III' IIII AirQuest Environmental, Inc. ("AirQuest")performed a limited lead-based paint(LBP)inspection to identify surfaces coated with LBP and their general locations within select areas of the interior and exterior of the single-family residence located at 2924 Riviera Drive,Key West,Florida 33040 ("the site"). The inspection was performed on November 14, 2023, by AirQuest Industrial Hygienist Adrian Amicucci, a US Environmental Protection Agency (EPA) certified LBP inspector. The inspection was conducted to determine the presence of LBP in and adjacent to the windows and doors in the exterior envelope that will be impacted by upcoming renovations. If applicable, any ceilings and wall partitions that may be impacted during upgrades to the air handling system were also included. The LBP inspection was conducted using an x-ray fluorescence (XRF) instrument. LBP was defined as any paint containing more than 1.0 milligrams per square centimeter (mg/cm2) lead as indicated on the XRF. Based on the results of this LBP inspection, none of the recorded XRF readings were equal to or above the current US Department of Housing and Urban Development(HUD)regulatory limit of 1.0 mg/cm2. Project 419814 1 Limited Lead-Based Paint Survey 4281 AiiuQ;"?U as AirQuest Environmental, Inc. ("AirQuest")performed a limited lead-based paint(LBP)inspection to identify surfaces coated with LBP and their general locations within select areas of the interior and exterior of the single-family residence located at 2924 Riviera Drive,Key West,Florida 33040 ("the site"). The inspection was performed on November 14, 2023, by AirQuest Industrial Hygienist Adrian Amicucci, a US Environmental Protection Agency (EPA) certified LBP inspector(see Appendix I). The inspection was conducted to determine the presence of LBP in and adjacent to the windows and doors in the exterior envelope that will be impacted by upcoming renovations. If applicable, any ceilings and wall partitions that may be impacted during upgrades to the air handling system were also included. The report was prepared in general accordance with "Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing" 2012 revision published by the US Department of Housing and Urban Development(HUD). A summary of the building materials associated with the facility investigated is presented below in Table 1. _IC'aMe 1[:=acflky [)esciropt:k)iri Each of the following building components was tested if paint was present. a 1 u 1I Single-Family Concrete Slab on Grade 6itra � Concrete �aV� tucco n as Wood& Metal Wood& Metal Project 419814 2 Limited Lead-Based Paint Survey 4282 AiiuQ:"?U at ����: ��,,,���� .�,.......�� IIII �� Illk���������������� ��� IIII IIII������������� �������U��, ���U��,�o Illk����������������IIII.......��..I �,,,,�������� IIII������������� Illk1111111111111''c According to the EPA and HUD, all painted surfaces or components located in or on buildings constructed prior to 1978, are suspected to contain LBP. This assumption can be rebutted if a survey of each suspect painted surface or component has been conducted, and a minimum of one sample of each has been collected and proven not to contain LBP in quantities of greater than 0.5 percent by Flame Atomic Absorption Spectrometry (AAS) analysis or 1.0 milligrams per square centimeter (mg/cm2) by a direct reading X-Ray Fluorescence (XRF) testing device. In addition, EPA regulations require that LBP be abated prior to undertaking any type of renovations, which could potentially disturb these materials. The LBP inspection was performed by observing and sampling accessible painted surfaces on the interior and exterior of the building as per the survey methodology established by HUD. The inspector assigned A, B, C or D to the walls based on main entrance side as A, then rotating clockwise. A different visible color does not by itself result in a separate testing combination. Testing of the samples was performed using the Heuresis Corp. Pb200i XRF devices (Serial 42444). The XRF is a screening method currently recommended by HUD for analysis of lead levels in paint. The exact number of testing locations per area may vary depending on existing conditions. The XRF instrument exposes the painted surface to gamma radiation, causing the irradiated substance to emit a spectrum of characteristic frequencies. The frequencies which are characteristic of lead are singled out and measured by the instrument and converted into a number representing the amount of lead in the paint per unit area. At least three (3) calibration check readings were performed prior to the inspection. Additional calibration check readings were made every four (4) hours or after the inspection work was completed for the day, or according to the manufacturer's instructions,whichever was the most frequent. Calibration checks were performed before the instrument is turned off and again after it has warmed up. The performance characteristic sheet is included in Appendix II. Project 419814 3 Limited Lead-Based Paint Survey 4283 AiiuQ:"?U at I.. ""y IIII �IIII��� Cz I I IIII IIL C The results of the LBP inspection are presented in Appendix III. The LBP inspection was performed in the LBP inspection mode. The XRF sample results are reported in mg/cm2. LBP was defined as any paint containing more than 1.0 mg/cm2 lead as indicated on the XRF. Based on the results of this LBP inspection,none of the readings were equal to or above the current US HUD regulatory limit of 1.0 mg/cm2. Project 419814 4 Limited Lead-Based Paint Survey 4284 ii1(, at t, „�, mb�� Based on the results of this LBP inspection, g were none of the readings equal to or above the current P q US HUD regulatory limit of 1.0 mg/cm2. The results of this inspection indicate that lead in amounts greater than or equal to 1.0 mg/cm2 in paint WAS NOT found on select interior and exterior building components using the inspection protocol in Chapter 7 of the HUD Guidelines for the Evaluation and Control ofLead-Based Paint Hazards in Housing(2012 Revision). Therefore, this dwelling MAY qualify for the exemption in 24 CFR part 35 and 40 CFR part 745 for target housing being leased that is free of lead-based paint, as defined by the rule. This report should be kept by the inspector and should also be kept by the owner and all future owners for the life of the dwelling. Federal Disclosure Requirement A summary of this report must be provided to prospective tenants and purchasers of this property under Federal Law (24 CFR Part 35 and 40 CFR part 745) before they become obligated under a lease or sales contract. The complete report must also be provided to new purchasers and made available to new tenants. Landlords and sellers are also required to distribute an educational pamphlet and include standard warning language in their leases or sales contracts to ensure that parents have the information they need to protect their children from lead-based paint hazards. Occupational Safety and Health Administration (OSHA) Information for Contractors Under the present OSHA lead construction standard, all identified lead-containing materials affected by construction activities fall under the requirements of 29 CFR 1926. There are no current government guidelines defining a lead-based paint (LBP) or lead concentration that creates a hazardous atmosphere when disturbed. Based on current OSHA guidelines, for those employees who will be disturbing lead-containing paint, their employer must make an initial determination by monitoring employee exposure if any employee is exposed to lead at or above 30 micrograms per cubic meter for an eight-hour time weighted average(30 µg/m3 8-hour time weighted average). The employer must implement OSHA prescribed protective measures until they can demonstrate that the employee exposure is not more than the action level. In general, relatively low levels of lead were detected in the various coated surfaces surveyed. Depending on the degree and type of disturbance of these surfaces (i.e., sanding, cutting, or demolishing), employers may be required to implement varying degrees of OSHA prescribed protective measures. These protective measures must be maintained until it can be demonstrated that employee exposures do not exceed the action level. The employer should also implement and maintain a written compliance program detailing the protective measures they will utilize to control lead exposure during renovation activities. Disposal Considerations Lead containing materials may be subject to disposal restrictions. Prior to disposal, the contractor should characterize all wastes so that they are properly disposed of in accordance with all local, state and federal regulations. Project 419814 5 Limited Lead-Based Paint Survey 4285 AiiuQ;"?U at Due to the inaccessibility of some building elements, it is conceivable that all potential LBP may not have been located and identified. The investigations and methodology reflect our best efforts based upon the prevailing standard of care in the environmental industry. Project 419814 6 Limited Lead-Based Paint Survey 4286 Appendix Certifications ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4287 co co CN lim foluill# 1pmiM 47- 0 X 0 to #WIN U) I wVat LO N cu C:) c cu cr) .2 0- _0 04 co 0 w C: CD� (1) LL- (U U) CN (-) U) c c a a) Immulit $1.11,14 U) f!ll a) _0 CD 0 < U) cu -0 CU 0 0 < (D CL (a E E cu a) U) f-lof 0) a) 2 x 45 *mail, Q- (1) r cc How, -0 (D ca pollilluiII& VIR 2! 0 co a- low* — C: CK3 wmuu x w Illu oIIIIUN 0 m cu 0 -9= �(D CL a) ca 11 rl _0 (U _0 cu a) 0 0 cu 0 114-0 u 4MR0 (D > (D �jj�,, L- = An 0 a) T) C: .2? E _0 4- 2! cu 0 a) a) w CD 10 (N Co C) LOCAI band co C) IV % L- 0 co a) C) _0 1 4- 0 (D CL 4- :3 /Appenclix Performance r ri is Sheet ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4289 HEURESIS PCS December 2015 Performance Characteristic Sheet EFFECTIVE DATE: December 1, 2015 MANUFACTURER AND MODEL: Make: Heuresis Models: Model Pb200i Source: 57Co, 5 mCi(nominal—new source) FIELD OPERATION GUIDANCE OPERATING PARAMETERS: Action Level mode XRF CALIBRATION CHECK LIMITS: 0.8 to 1.2 mg/cm2 (inclusive) SUBSTRATE CORRECTION: Not applicable INCONCLUSIVE RANGE OR THRESHOLD: ACTION LEVEL MODE SUBSTRATE THRESHOLD (mg/cm2) READING DESCRIPTION Results not corrected for substrate bias on any Brick 1.0 substrate Concrete 1.0 Drywall 1.0 Metal 1.0 Plaster 1.0 Wood 1.0 Page 1 of 4 4290 HEURESIS PCS December 2015 BACKGROUND INFORMATION EVALUATION DATA SOURCE AND DATE: This sheet is supplemental information to be used in conjunction with Chapter 7 of the HUD Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing ("HUD Guidelines"). Performance parameters shown on this sheet are calculated using test results on building components in the HUD archive. Testing was conducted on 146 test samples in November 2015, with two separate instruments running software version 2.1-2 in Action Level test mode. The actual source strength of each instrument on the day of testing was approximately 2.0 mCi; source ages were approximately one year. OPERATING PARAMETERS Performance parameters shown in this sheet are applicable only when properly operating the instrument using the manufacturer's instructions and procedures described in Chapter 7 of the HUD Guidelines. XRF CALIBRATION CHECK: The calibration of the XRF instrument should be checked using the paint film nearest 1.0 mg/cm2 in the NIST Standard Reference Material (SRM) used (e.g., for NIST SRM 2579, use the 1.02 mg/cm2 film). If the average (rounded to 1 decimal place) of three readings is outside the acceptable calibration check range, follow the manufacturer's instructions to bring the instrument into control before XRF testing proceeds. SUBSTRATE CORRECTION VALUE COMPUTATION: Chapter 7 of the HUD Guidelines provides guidance on correcting XRF results for substrate bias. Supplemental guidance for using the paint film nearest 1.0 mg/cm2 for substrate correction is provided: XRF results are corrected for substrate bias by subtracting from each XRF result a correction value determined separately in each house for single-family housing or in each development for multifamily housing, for each substrate. The correction value is an average of XRF readings taken over the NIST SRM paint film nearest to 1.0 mg/cm2 at test locations that have been scraped bare of their paint covering. Compute the correction values as follows: Using the same XRF instrument, take three readings on a bare substrate area covered with the NIST SRM paint film nearest 1 mg/cm2. Repeat this procedure by taking three more readings on a second bare substrate area of the same substrate covered with the NIST SRM. Compute the correction value for each substrate type where XRF readings indicate substrate correction is needed by computing the average of all six readings as shown below. For each substrate type (the 1.02 mg/cm2 NIST SRM is shown in this example; use the actual lead loading of the NIST SRM used for substrate correction): Correction value = (1 st+ 2nd + 3rd + 4th + 5th + 6th Reading)/6 - 1.02 mg/cm2 Repeat this procedure for each substrate requiring substrate correction in the house or housing development. EVALUATING THE QUALITY OF XRF TESTING: Randomly select ten testing combinations for retesting from each house or from two randomly selected units in multifamily housing. Conduct XRF re-testing at the ten testing combinations selected for retesting. Page 2 of 4 4291 HEURESIS PCS December 2015 Determine if the XRF testing in the units or house passed or failed the test by applying the steps below. Compute the Retest Tolerance Limit by the following steps: Determine XRF results for the original and retest XRF readings. Do not correct the original or retest results for substrate bias. In single-family and multi-family housing, a result is defined as a single reading. Therefore, there will be ten original and ten retest XRF results for each house or for the two selected units. Calculate the average of the original XRF result and the retest XRF result for each testing combination. Square the average for each testing combination. Add the ten squared averages together. Call this quantity C. Multiply the number C by 0.0072. Call this quantity D. Add the number 0.032 to D. Call this quantity E. Take the square root of E. Call this quantity F. Multiply F by 1.645. The result is the Retest Tolerance Limit. Compute the average of all ten original XRF readings. Compute the average of all ten re-test XRF readings. Find the absolute difference of the two averages. If the difference is less than the Retest Tolerance Limit, the inspection has passed the retest. If the difference of the overall averages equals or exceeds the Retest Tolerance Limit, this procedure should be repeated with ten new testing combinations. If the difference of the overall averages is equal to or greater than the Retest Tolerance Limit a second time,then the inspection should be considered deficient. Use of this procedure is estimated to produce a spurious result approximately 1% of the time. That is, results of this procedure will call for further examination when no examination is warranted in approximately 1 out of 100 dwelling units tested. TESTING TIMES: In the Action Level paint test mode, the instrument takes the longest time to complete readings close to the Federal standard of 1.0 mg/cm2. The table below shows the mean and standard deviation of actual reading times by reading level for paint samples during the November 2015 archive testing. The tested instruments reported readings to one decimal place. No significant differences in reading times by substrate were observed. These times apply only to instruments with the same source strength as those tested (2.0 mCi). Instruments with stronger sources will have shorter reading times and those with weaker sources, longer reading times, than those in the table. Mean and Standard Deviation of Reading Times in Action Level Mode by Reading Level Reading (mg/cm2) Mean Reading Time (seconds) Standard Deviation (seconds) <0.7 3.48 0.47 0.7 7.29 1.92 0.8 13.95 1.78 0.9— 1.2 15.25 0.66 1.3 — 1.4 6.08 2.50 > 1.5 3.32 0.05 Page 3 of 4 4292 HEURESIS PCS December 2015 CLASSIFICATION OF RESULTS: XRF results are classified as positive if they are greater than or equal to the stated threshold for the instrument (1.0 mg/cm2), and negative if they are less than the threshold. DOCUMENTATION: A report titled Methodology for XRF Performance Characteristic Sheets (EPA 747-R-95-008) provides an explanation of the statistical methodology used to construct the data in the sheets, and provides empirical results from using the recommended inconclusive ranges or thresholds for specific XRF instruments. The report may be downloaded at -characteristic-sheets-epa-747-r-95- 008�mber-1997. This XRF Performance Characteristic Sheet(PCS)was developed by QuanTech, Inc., under a contract with the XRF manufacturer. 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Parcel 11 Weiner, Nancy 2930 Riviera Drive Key West, Florida 33040 Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Garden, Florida 33418 )ecei,n[:)eir 19., 2023 ,Ai R u i�, s ,r E N '\,,r I ON M E N T A L C. .............. ��-d......................... ........... 4296 68"'1 Sn PPP) CER".rOCA-nor,4 AG III ..............."I'lI'llI'll'll""I'll""I'll",'ll""I'll""I'll'llI'llI'llI'llI'll",'llI'llI'll",'llI'llI',',,,',,,',,II..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,',,II..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,'llII..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,'llI'llI'll",lI..............."I'l""I'll""I'll'llI'llI'll",'llI'llI'll'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""II...................... ............. a s e d a r'i hrrid'ted ar'ld x1,[",e� e a d III r'i sIIIe ct o r'i &te: Parcel 11 - Weiner, Nancy 2930 Riviera Drive Key West, Florida 33040 AirQuest Project #19814 ii,e a ii,e(l 0 ii': Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Gardens, Florida 33418 AirQuest Environmental, Inc. 6851 Southwest 45th Street Fort Lauderdale, Florida 33314 Adrian Amicucci Lead Inspector LBP-1-1203850-1 )eceirn[:)er' 19., 2023 ii 4297 TA IB III...,III OF C ol°a4" IIE l°a4"r s ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... PAGE 1 EXECUTIVE SUMMARY 1 2 INTRODUCTION AND SITE DESCRIPTION 2 3 SURVEY PROCEDURES 3 4 SURVEY RESULTS 4 5 CONCLUSIONS AND LIMITATIONS 5 TABL.,E, ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Table 1- Facility Description..........................................................................................................2 APPENDICES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .pp eiri lb(s: II eirtalicatk)iris .pp eiri lb(, IIIIII Peirfoirimairice Cha iraca.elHstac Sheet dpp eiri lb(, III II1-- XR,f:: _IC'aUe 4298 "?U at III IIII °o IIII U��,o I III' IIII AirQuest Environmental, Inc. ("AirQuest")performed a limited lead-based paint(LBP)inspection to identify surfaces coated with LBP and their general locations within select areas of the interior and exterior of the single-family residence located at 2930 Riviera Drive,Key West,Florida 33040 ("the site"). The inspection was performed on November 14, 2023, by AirQuest Industrial Hygienist Adrian Amicucci, a US Environmental Protection Agency (EPA) certified LBP inspector. The inspection was conducted to determine the presence of LBP in and adjacent to the windows and doors in the exterior envelope that will be impacted by upcoming renovations. If applicable, any ceilings and wall partitions that may be impacted during upgrades to the air handling system were also included. The LBP inspection was conducted using an x-ray fluorescence (XRF) instrument. LBP was defined as any paint containing more than 1.0 milligrams per square centimeter (mg/cm2) lead as indicated on the XRF. Based on the results of this LBP inspection, none of the recorded XRF readings were equal to or above the current US Department of Housing and Urban Development(HUD)regulatory limit of 1.0 mg/cm2. Project 419814 1 Limited Lead-Based Paint Survey 4299 AiiuQ;"?U as AirQuest Environmental, Inc. ("AirQuest")performed a limited lead-based paint(LBP)inspection to identify surfaces coated with LBP and their general locations within select areas of the interior and exterior of the single-family residence located at 2930 Riviera Drive,Key West,Florida 33040 ("the site"). The inspection was performed on November 14, 2023, by AirQuest Industrial Hygienist Adrian Amicucci, a US Environmental Protection Agency (EPA) certified LBP inspector(see Appendix I). The inspection was conducted to determine the presence of LBP in and adjacent to the windows and doors in the exterior envelope that will be impacted by upcoming renovations. If applicable, any ceilings and wall partitions that may be impacted during upgrades to the air handling system were also included. The report was prepared in general accordance with "Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing" 2012 revision published by the US Department of Housing and Urban Development(HUD). A summary of the building materials associated with the facility investigated is presented below in Table 1. _IC'aMe 1[:=acflky [)esciropt:k)iri Each of the following building components was tested if paint was present. a 1 u 1I Single-Family Concrete Slab on Grade 6itra � Concrete �aV� tucco n as Wood& Metal Wood& Metal Project 419814 2 Limited Lead-Based Paint Survey 4300 AiiuQ:"?U at ����: ��,,,���� .�,.......�� IIII �� Illk���������������� ��� IIII IIII������������� �������U��, ���U��,�o Illk����������������IIII.......��..I �,,,,�������� IIII������������� Illk1111111111111''c According to the EPA and HUD, all painted surfaces or components located in or on buildings constructed prior to 1978, are suspected to contain LBP. This assumption can be rebutted if a survey of each suspect painted surface or component has been conducted, and a minimum of one sample of each has been collected and proven not to contain LBP in quantities of greater than 0.5 percent by Flame Atomic Absorption Spectrometry (AAS) analysis or 1.0 milligrams per square centimeter (mg/cm2) by a direct reading X-Ray Fluorescence (XRF) testing device. In addition, EPA regulations require that LBP be abated prior to undertaking any type of renovations, which could potentially disturb these materials. The LBP inspection was performed by observing and sampling accessible painted surfaces on the interior and exterior of the building as per the survey methodology established by HUD. The inspector assigned A, B, C or D to the walls based on main entrance side as A, then rotating clockwise. A different visible color does not by itself result in a separate testing combination. Testing of the samples was performed using the Heuresis Corp. Pb200i XRF devices (Serial 42444). The XRF is a screening method currently recommended by HUD for analysis of lead levels in paint. The exact number of testing locations per area may vary depending on existing conditions. The XRF instrument exposes the painted surface to gamma radiation, causing the irradiated substance to emit a spectrum of characteristic frequencies. The frequencies which are characteristic of lead are singled out and measured by the instrument and converted into a number representing the amount of lead in the paint per unit area. At least three (3) calibration check readings were performed prior to the inspection. Additional calibration check readings were made every four (4) hours or after the inspection work was completed for the day, or according to the manufacturer's instructions,whichever was the most frequent. Calibration checks were performed before the instrument is turned off and again after it has warmed up. The performance characteristic sheet is included in Appendix II. Project 419814 3 Limited Lead-Based Paint Survey 4301 AiiuQ:"?U at I.. ""y IIII �IIII��� Cz I I IIII IIL C The results of the LBP inspection are presented in Appendix III. The LBP inspection was performed in the LBP inspection mode. The XRF sample results are reported in mg/cm2. LBP was defined as any paint containing more than 1.0 mg/cm2 lead as indicated on the XRF. Based on the results of this LBP inspection,none of the readings were equal to or above the current US HUD regulatory limit of 1.0 mg/cm2. Project 419814 4 Limited Lead-Based Paint Survey 4302 ii1(, at t, „�, mb�� Based on the results of this LBP inspection, g were none of the readings equal to or above the current P q US HUD regulatory limit of 1.0 mg/cm2. The results of this inspection indicate that lead in amounts greater than or equal to 1.0 mg/cm2 in paint WAS NOT found on select interior and exterior building components using the inspection protocol in Chapter 7 of the HUD Guidelines for the Evaluation and Control ofLead-Based Paint Hazards in Housing(2012 Revision). Therefore, this dwelling MAY qualify for the exemption in 24 CFR part 35 and 40 CFR part 745 for target housing being leased that is free of lead-based paint, as defined by the rule. This report should be kept by the inspector and should also be kept by the owner and all future owners for the life of the dwelling. Federal Disclosure Requirement A summary of this report must be provided to prospective tenants and purchasers of this property under Federal Law (24 CFR Part 35 and 40 CFR part 745) before they become obligated under a lease or sales contract. The complete report must also be provided to new purchasers and made available to new tenants. Landlords and sellers are also required to distribute an educational pamphlet and include standard warning language in their leases or sales contracts to ensure that parents have the information they need to protect their children from lead-based paint hazards. Occupational Safety and Health Administration (OSHA) Information for Contractors Under the present OSHA lead construction standard, all identified lead-containing materials affected by construction activities fall under the requirements of 29 CFR 1926. There are no current government guidelines defining a lead-based paint (LBP) or lead concentration that creates a hazardous atmosphere when disturbed. Based on current OSHA guidelines, for those employees who will be disturbing lead-containing paint, their employer must make an initial determination by monitoring employee exposure if any employee is exposed to lead at or above 30 micrograms per cubic meter for an eight-hour time weighted average(30 µg/m3 8-hour time weighted average). The employer must implement OSHA prescribed protective measures until they can demonstrate that the employee exposure is not more than the action level. In general, relatively low levels of lead were detected in the various coated surfaces surveyed. Depending on the degree and type of disturbance of these surfaces (i.e., sanding, cutting, or demolishing), employers may be required to implement varying degrees of OSHA prescribed protective measures. These protective measures must be maintained until it can be demonstrated that employee exposures do not exceed the action level. The employer should also implement and maintain a written compliance program detailing the protective measures they will utilize to control lead exposure during renovation activities. Disposal Considerations Lead containing materials may be subject to disposal restrictions. Prior to disposal, the contractor should characterize all wastes so that they are properly disposed of in accordance with all local, state and federal regulations. Project 419814 5 Limited Lead-Based Paint Survey 4303 AiiuQ;"?U at Due to the inaccessibility of some building elements, it is conceivable that all potential LBP may not have been located and identified. The investigations and methodology reflect our best efforts based upon the prevailing standard of care in the environmental industry. Project 419814 6 Limited Lead-Based Paint Survey 4304 Appendix Certifications ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4305 (D C) m lim foluill# 1pmiM 47- 0 X 0 to #WIN U) I wVat LO N cu C:) c cu cr) .2 0- _0 04 co 0 w C: CD� (1) LL- (U U) CN (-) U) c c CD a) Immulit $1.11,14 U) f!ll a) _0 CD 0 < U) cu -0 CU 0 0 < (D CL (a E E cu a) U) f-lof 0) a) 2 x 45 *mail, Q- (1) r cc How, -0 (D ca pollilluiII& VIR 2! 0 a- low* — C: CK3 wmuu x w Illu oIIIIUN 0 m cu 0 -9= �(D CL a) ca 11 rl _0 (U _0 cu a) 0 0 cu 0 114-0 u 4MR0 (D > (D �jj�,, L- = An 0 a) T) C: .2? E _0 4- 2! cu 0 a) a) w CD 10 (N Co C) LOCAI band co C) IV % L- 0 co a) C) _0 1 4- 0 (D CL 4- :3 /Appenclix Performance r ri is Sheet ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4307 HEURESIS PCS December 2015 Performance Characteristic Sheet EFFECTIVE DATE: December 1, 2015 MANUFACTURER AND MODEL: Make: Heuresis Models: Model Pb200i Source: 57Co, 5 mCi(nominal—new source) FIELD OPERATION GUIDANCE OPERATING PARAMETERS: Action Level mode XRF CALIBRATION CHECK LIMITS: 0.8 to 1.2 mg/cm2 (inclusive) SUBSTRATE CORRECTION: Not applicable INCONCLUSIVE RANGE OR THRESHOLD: ACTION LEVEL MODE SUBSTRATE THRESHOLD (mg/cm2) READING DESCRIPTION Results not corrected for substrate bias on any Brick 1.0 substrate Concrete 1.0 Drywall 1.0 Metal 1.0 Plaster 1.0 Wood 1.0 Page 1 of 4 4308 HEURESIS PCS December 2015 BACKGROUND INFORMATION EVALUATION DATA SOURCE AND DATE: This sheet is supplemental information to be used in conjunction with Chapter 7 of the HUD Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing ("HUD Guidelines"). Performance parameters shown on this sheet are calculated using test results on building components in the HUD archive. Testing was conducted on 146 test samples in November 2015, with two separate instruments running software version 2.1-2 in Action Level test mode. The actual source strength of each instrument on the day of testing was approximately 2.0 mCi; source ages were approximately one year. OPERATING PARAMETERS Performance parameters shown in this sheet are applicable only when properly operating the instrument using the manufacturer's instructions and procedures described in Chapter 7 of the HUD Guidelines. XRF CALIBRATION CHECK: The calibration of the XRF instrument should be checked using the paint film nearest 1.0 mg/cm2 in the NIST Standard Reference Material (SRM) used (e.g., for NIST SRM 2579, use the 1.02 mg/cm2 film). If the average (rounded to 1 decimal place) of three readings is outside the acceptable calibration check range, follow the manufacturer's instructions to bring the instrument into control before XRF testing proceeds. SUBSTRATE CORRECTION VALUE COMPUTATION: Chapter 7 of the HUD Guidelines provides guidance on correcting XRF results for substrate bias. Supplemental guidance for using the paint film nearest 1.0 mg/cm2 for substrate correction is provided: XRF results are corrected for substrate bias by subtracting from each XRF result a correction value determined separately in each house for single-family housing or in each development for multifamily housing, for each substrate. The correction value is an average of XRF readings taken over the NIST SRM paint film nearest to 1.0 mg/cm2 at test locations that have been scraped bare of their paint covering. Compute the correction values as follows: Using the same XRF instrument, take three readings on a bare substrate area covered with the NIST SRM paint film nearest 1 mg/cm2. Repeat this procedure by taking three more readings on a second bare substrate area of the same substrate covered with the NIST SRM. Compute the correction value for each substrate type where XRF readings indicate substrate correction is needed by computing the average of all six readings as shown below. For each substrate type (the 1.02 mg/cm2 NIST SRM is shown in this example; use the actual lead loading of the NIST SRM used for substrate correction): Correction value = (1 st+ 2nd + 3rd + 4th + 5th + 6th Reading)/6 - 1.02 mg/cm2 Repeat this procedure for each substrate requiring substrate correction in the house or housing development. EVALUATING THE QUALITY OF XRF TESTING: Randomly select ten testing combinations for retesting from each house or from two randomly selected units in multifamily housing. Conduct XRF re-testing at the ten testing combinations selected for retesting. Page 2 of 4 4309 HEURESIS PCS December 2015 Determine if the XRF testing in the units or house passed or failed the test by applying the steps below. Compute the Retest Tolerance Limit by the following steps: Determine XRF results for the original and retest XRF readings. Do not correct the original or retest results for substrate bias. In single-family and multi-family housing, a result is defined as a single reading. Therefore, there will be ten original and ten retest XRF results for each house or for the two selected units. Calculate the average of the original XRF result and the retest XRF result for each testing combination. Square the average for each testing combination. Add the ten squared averages together. Call this quantity C. Multiply the number C by 0.0072. Call this quantity D. Add the number 0.032 to D. Call this quantity E. Take the square root of E. Call this quantity F. Multiply F by 1.645. The result is the Retest Tolerance Limit. Compute the average of all ten original XRF readings. Compute the average of all ten re-test XRF readings. Find the absolute difference of the two averages. If the difference is less than the Retest Tolerance Limit, the inspection has passed the retest. If the difference of the overall averages equals or exceeds the Retest Tolerance Limit, this procedure should be repeated with ten new testing combinations. If the difference of the overall averages is equal to or greater than the Retest Tolerance Limit a second time,then the inspection should be considered deficient. Use of this procedure is estimated to produce a spurious result approximately 1% of the time. That is, results of this procedure will call for further examination when no examination is warranted in approximately 1 out of 100 dwelling units tested. TESTING TIMES: In the Action Level paint test mode, the instrument takes the longest time to complete readings close to the Federal standard of 1.0 mg/cm2. The table below shows the mean and standard deviation of actual reading times by reading level for paint samples during the November 2015 archive testing. The tested instruments reported readings to one decimal place. No significant differences in reading times by substrate were observed. These times apply only to instruments with the same source strength as those tested (2.0 mCi). Instruments with stronger sources will have shorter reading times and those with weaker sources, longer reading times, than those in the table. Mean and Standard Deviation of Reading Times in Action Level Mode by Reading Level Reading (mg/cm2) Mean Reading Time (seconds) Standard Deviation (seconds) <0.7 3.48 0.47 0.7 7.29 1.92 0.8 13.95 1.78 0.9— 1.2 15.25 0.66 1.3 — 1.4 6.08 2.50 > 1.5 3.32 0.05 Page 3 of 4 4310 HEURESIS PCS December 2015 CLASSIFICATION OF RESULTS: XRF results are classified as positive if they are greater than or equal to the stated threshold for the instrument (1.0 mg/cm2), and negative if they are less than the threshold. DOCUMENTATION: A report titled Methodology for XRF Performance Characteristic Sheets (EPA 747-R-95-008) provides an explanation of the statistical methodology used to construct the data in the sheets, and provides empirical results from using the recommended inconclusive ranges or thresholds for specific XRF instruments. The report may be downloaded at -characteristic-sheets-epa-747-r-95- 008�mber-1997. This XRF Performance Characteristic Sheet(PCS)was developed by QuanTech, Inc., under a contract with the XRF manufacturer. 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Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I �' a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) Cl 5i O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O a (7 O O O O O E E E E E E E E E E E E c c c c c c O O O O O O O O O O O O O O O O O a) a) a) a) a) a) N C C C C bD �-o -o -o -o -o O O O O O O O O O O O O = = = = = = c c -6 c c c N a) a) a) a) Lol Lol Lol Lol Lol Lol Lol Lol Lol .- .- .- .- .- .- Lol Y Y Y Y Y Y O O O O O Z Z Z Z Z Z to to to to to to Z Z Z Z Z ¢' E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E .o O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N S 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 x iC iC iC iC iC x w w w w w w w Q Q Q Q Q Q m V o Q V V o o Q m V Q m V o Q Q m V o Q Q m V o Q m V V o Q Q Q Q m m V O O a, O O ' O O O N ro ro ro ro ro ro ro ro N ro ro ro ro ro ro c� in in N in in in in N in in in in in in in N in in u O O w u w u c ro c ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro ro c c c d d d d d d d d d d d d d d d V d V d d d d a d a d d d d d d d d d V V V a) a) a) c c c c c v v v v v v v v v v v c v c c c v v 3 v v v 3 3 3 hn hn hn hn a) a) a) a) a) �-' �-' hn hn hn �' hn hn hn hn �-' T T T T T a) �-' a) a) a) a+ a) a) a) a) a) a+ a+ a+ a+ t t t t v v v t v t v v v t > > > > > LE t t t O O O v E E E E E �, E E 4 N t t N t 3 3 hn hn = = hn = _ = hn 3 = _ = 3 = = hn = = 3 hn 3 3 0 0 0 c c u 0 0 c c c-I N N r, ci I, m M cn M M V1 M N w m M w I, m N I, m m l0 N l0 l0 l0 w M N r, V1 l0 to c-I to M to to to O N S 7 0 7 c-I V1 N M V1 c-I 7 0 c-I N V1 7 0 M V1 O M M O M O M M O N V1 c-I 7 0 N M O M O M 7- V1 c-I c-I V1 N qL^ M V1 V1 l0 l0 l0 I� I� On On On On 01 O O O c4 :4 N M M 4 4 r 00 00 00 00 01 O O c-I c-I c-I N N M M � � V1 V1 to to I" I" w r M M M M M M M M M M M M M M M 7 7 7 7 7 7 7 7 7 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 :..... V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N O c-I N M V1 l0 I� W 01 O N M 7 V1 l0 Io 00 01 O c-I N M V1 l0 I� W 01 O c-I N M V1 l0 I� W 01 O c-I N M V1 l0 I� W ' V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 l0 'o l0 l0 l0 l0 l0 l0 l0 l0 I� n n n n n n n n n W 00 00 00 00 00 00 00 00 00 01 01 01 01 01 01 01 01 01 M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M 1* Cl) d' c-I M O O h0 h0 U U/ Z Z ti ti ti ti U/ U/ U U f0 f0 d d 0 0 0 0 0 0 0 0 X X W W 0 0 U/ U/ N U N 0 V 3 3 0 0 v v v E 3 — o � N V1 M 00 m V1 V1 V1 V1 M M N N O O 7 7 c-I c-I c-I c-I 01 O 01 O M � AiirQt,,iest Project #19814 III ............. ar'i d ei bIIIr, ............e�ad ................ Parcel 12 Dumuta, lonut Bogdan Bob) 2919 Riviera Drive Key West, Florida 33040 Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Garden, Florida 33418 Decei'n[:)eir 19., 2023 ,Ai R u i" s ,r E N '\,,r I ON M E N T A L C. ....... .................................................................. . ....................... ............................................................... ............... "holin PPA) I �� .............. ('8'',1 SmA I I d"", S�I nN, "n I i I�'-mdni CL,-i I n' I I �'I"d F IPA wwwA Qunst 4315 CER".rOCA-nor,4 AG III ..............."I'lI'llI'll'll""I'll""I'll",'ll""I'll""I'll'llI'llI'llI'llI'll",'llI'llI'll",'llI'llI',',,,',,,',,II..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,',,II..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,'llII..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,'llI'llI'll",lI..............."I'l""I'll""I'll'llI'llI'll",'llI'llI'll'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""II...................... a s e d a r'i............. ar'ld x1,[",e� e a d III r'i sIIIe ct o r'i &te: Parcel 12 - Dumuta, lonut Bogdan ( Bob ) 2919 Riviera Drive Key West, Florida 33040 AirQuest Project #19814 Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Gardens, Florida 33418 AirQuest Environmental, Inc. 6851 Southwest 45th Street Fort Lauderdale, Florida 33314 Adrian Amicucci Lead Inspector LBP-1-1203850-1 )eceirn[:)er' 19., 2023 ii 4316 TA IB III...,III OF C ol°a4" IIE l°a4"r s ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... PAGE 1 EXECUTIVE SUMMARY 1 2 INTRODUCTION AND SITE DESCRIPTION 2 3 SURVEY PROCEDURES 3 4 SURVEY RESULTS 4 5 CONCLUSIONS AND LIMITATIONS 5 TABL.,E, ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Table 1- Facility Description..........................................................................................................2 APPENDICES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .pp eiri lb(s: II eirtalicatk)iris .pp eiri lb(, IIIIII Peirfoirimairice Cha iraca.elHstac Sheet dpp eiri lb(, III II1-- XR,f:: _IC'aUe 4317 "?U at III IIII °o IIII U��,o I III' IIII AirQuest Environmental, Inc. ("AirQuest")performed a limited lead-based paint(LBP)inspection to identify surfaces coated with LBP and their general locations within select areas of the interior and exterior of the single-family residence located at 2919 Riviera Drive,Key West,Florida 33040 ("the site"). The inspection was performed on November 14, 2023, by AirQuest Industrial Hygienist Adrian Amicucci, a US Environmental Protection Agency (EPA) certified LBP inspector. The inspection was conducted to determine the presence of LBP in and adjacent to the windows and doors in the exterior envelope that will be impacted by upcoming renovations. If applicable, any ceilings and wall partitions that may be impacted during upgrades to the air handling system were also included. The LBP inspection was conducted using an x-ray fluorescence (XRF) instrument. LBP was defined as any paint containing more than 1.0 milligrams per square centimeter (mg/cm2) lead as indicated on the XRF. Based on the results of this LBP inspection, none of the recorded XRF readings were equal to or above the current US Department of Housing and Urban Development(HUD)regulatory limit of 1.0 mg/cm2. Project 419814 1 Limited Lead-Based Paint Survey 4318 AiiuQ;"?U as AirQuest Environmental, Inc. ("AirQuest")performed a limited lead-based paint(LBP)inspection to identify surfaces coated with LBP and their general locations within select areas of the interior and exterior of the single-family residence located at 2919 Riviera Drive,Key West,Florida 33040 ("the site"). The inspection was performed on November 14, 2023, by AirQuest Industrial Hygienist Adrian Amicucci, a US Environmental Protection Agency (EPA) certified LBP inspector(see Appendix I). The inspection was conducted to determine the presence of LBP in and adjacent to the windows and doors in the exterior envelope that will be impacted by upcoming renovations. If applicable, any ceilings and wall partitions that may be impacted during upgrades to the air handling system were also included. The report was prepared in general accordance with "Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing" 2012 revision published by the US Department of Housing and Urban Development(HUD). A summary of the building materials associated with the facility investigated is presented below in Table 1. _IC'aMe 1[:=acflky [)esciropt:k)iri Each of the following building components was tested if paint was present. a 1 u 1I Single-Family Concrete Slab on Grade 6itra � Concrete �aV� tucco n as Wood&Metal Wood& Metal Project 419814 2 Limited Lead-Based Paint Survey 4319 AiiuQ:"?U at ����: ��,,,���� .�,.......�� IIII �� Illk���������������� ��� IIII IIII������������� �������U��, ���U��,�o Illk����������������IIII.......��..I �,,,,�������� IIII������������� Illk1111111111111''c According to the EPA and HUD, all painted surfaces or components located in or on buildings constructed prior to 1978, are suspected to contain LBP. This assumption can be rebutted if a survey of each suspect painted surface or component has been conducted, and a minimum of one sample of each has been collected and proven not to contain LBP in quantities of greater than 0.5 percent by Flame Atomic Absorption Spectrometry (AAS) analysis or 1.0 milligrams per square centimeter (mg/cm2) by a direct reading X-Ray Fluorescence (XRF) testing device. In addition, EPA regulations require that LBP be abated prior to undertaking any type of renovations, which could potentially disturb these materials. The LBP inspection was performed by observing and sampling accessible painted surfaces on the interior and exterior of the building as per the survey methodology established by HUD. The inspector assigned A, B, C or D to the walls based on main entrance side as A, then rotating clockwise. A different visible color does not by itself result in a separate testing combination. Testing of the samples was performed using the Heuresis Corp. Pb200i XRF devices (Serial 42444). The XRF is a screening method currently recommended by HUD for analysis of lead levels in paint. The exact number of testing locations per area may vary depending on existing conditions. The XRF instrument exposes the painted surface to gamma radiation, causing the irradiated substance to emit a spectrum of characteristic frequencies. The frequencies which are characteristic of lead are singled out and measured by the instrument and converted into a number representing the amount of lead in the paint per unit area. At least three (3) calibration check readings were performed prior to the inspection. Additional calibration check readings were made every four (4) hours or after the inspection work was completed for the day, or according to the manufacturer's instructions,whichever was the most frequent. Calibration checks were performed before the instrument is turned off and again after it has warmed up. The performance characteristic sheet is included in Appendix II. Project 419814 3 Limited Lead-Based Paint Survey 4320 AiiuQ:"?U at I.. ""y IIII �IIII��� Cz I I IIII IIL C The results of the LBP inspection are presented in Appendix III. The LBP inspection was performed in the LBP inspection mode. The XRF sample results are reported in mg/cm2. LBP was defined as any paint containing more than 1.0 mg/cm2 lead as indicated on the XRF. Based on the results of this LBP inspection,none of the readings were equal to or above the current US HUD regulatory limit of 1.0 mg/cm2. Project 419814 4 Limited Lead-Based Paint Survey 4321 ii1(, at t, „�, mb�� Based on the results of this LBP inspection, g were none of the readings equal to or above the current P q US HUD regulatory limit of 1.0 mg/cm2. The results of this inspection indicate that lead in amounts greater than or equal to 1.0 mg/cm2 in paint WAS NOT found on select interior and exterior building components using the inspection protocol in Chapter 7 of the HUD Guidelines for the Evaluation and Control ofLead-Based Paint Hazards in Housing(2012 Revision). Therefore, this dwelling MAY qualify for the exemption in 24 CFR part 35 and 40 CFR part 745 for target housing being leased that is free of lead-based paint, as defined by the rule. This report should be kept by the inspector and should also be kept by the owner and all future owners for the life of the dwelling. Federal Disclosure Requirement A summary of this report must be provided to prospective tenants and purchasers of this property under Federal Law (24 CFR Part 35 and 40 CFR part 745) before they become obligated under a lease or sales contract. The complete report must also be provided to new purchasers and made available to new tenants. Landlords and sellers are also required to distribute an educational pamphlet and include standard warning language in their leases or sales contracts to ensure that parents have the information they need to protect their children from lead-based paint hazards. Occupational Safety and Health Administration (OSHA) Information for Contractors Under the present OSHA lead construction standard, all identified lead-containing materials affected by construction activities fall under the requirements of 29 CFR 1926. There are no current government guidelines defining a lead-based paint (LBP) or lead concentration that creates a hazardous atmosphere when disturbed. Based on current OSHA guidelines, for those employees who will be disturbing lead-containing paint, their employer must make an initial determination by monitoring employee exposure if any employee is exposed to lead at or above 30 micrograms per cubic meter for an eight-hour time weighted average(30 µg/m3 8-hour time weighted average). The employer must implement OSHA prescribed protective measures until they can demonstrate that the employee exposure is not more than the action level. In general, relatively low levels of lead were detected in the various coated surfaces surveyed. Depending on the degree and type of disturbance of these surfaces (i.e., sanding, cutting, or demolishing), employers may be required to implement varying degrees of OSHA prescribed protective measures. These protective measures must be maintained until it can be demonstrated that employee exposures do not exceed the action level. The employer should also implement and maintain a written compliance program detailing the protective measures they will utilize to control lead exposure during renovation activities. Disposal Considerations Lead containing materials may be subject to disposal restrictions. Prior to disposal, the contractor should characterize all wastes so that they are properly disposed of in accordance with all local, state and federal regulations. Project 419814 5 Limited Lead-Based Paint Survey 4322 AiiuQ;"?U at Due to the inaccessibility of some building elements, it is conceivable that all potential LBP may not have been located and identified. The investigations and methodology reflect our best efforts based upon the prevailing standard of care in the environmental industry. Project 419814 6 Limited Lead-Based Paint Survey 4323 Appendix Certifications ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4324 LO CN m lim foluill# 1pmiM 47- 0 X 0 to #WIN U) I wVat LO N cu C:) c cu cr) .2 0- _0 04 co 0 w C: CD� (1) LL- (U U) CN (-) U) c c a a) Immulit $1.11,14 U) f!ll a) _0 CD 0 < U) cu -0 CU 0 0 < (D CL (a E E cu a) U) f-lof 0) a) 2 x 45 *mail, Q- (1) r cc How, -0 (D ca pollilluiII& VIR 2! 0 co a- low* — C: CK3 wmuu x w Illu oIIIIUN 0 m cu 0 -9= �(D CL a) ca 11 rl _0 (U _0 cu a) 0 0 cu 0 114-0 u 4MR0 (D > (D �jj�,, L- = An 0 a) T) C: .2? E _0 4- 2! cu 0 a) a) w CD 10 (N Co C) LOCAI band co C) IV % L- 0 co a) C) _0 1 4- 0 (D CL 4- :3 /Appenclix Performance r ri is Sheet ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4326 HEURESIS PCS December 2015 Performance Characteristic Sheet EFFECTIVE DATE: December 1, 2015 MANUFACTURER AND MODEL: Make: Heuresis Models: Model Pb200i Source: 57Co, 5 mCi(nominal—new source) FIELD OPERATION GUIDANCE OPERATING PARAMETERS: Action Level mode XRF CALIBRATION CHECK LIMITS: 0.8 to 1.2 mg/cm2 (inclusive) SUBSTRATE CORRECTION: Not applicable INCONCLUSIVE RANGE OR THRESHOLD: ACTION LEVEL MODE SUBSTRATE THRESHOLD (mg/cm2) READING DESCRIPTION Results not corrected for substrate bias on any Brick 1.0 substrate Concrete 1.0 Drywall 1.0 Metal 1.0 Plaster 1.0 Wood 1.0 Page 1 of 4 4327 HEURESIS PCS December 2015 BACKGROUND INFORMATION EVALUATION DATA SOURCE AND DATE: This sheet is supplemental information to be used in conjunction with Chapter 7 of the HUD Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing ("HUD Guidelines"). Performance parameters shown on this sheet are calculated using test results on building components in the HUD archive. Testing was conducted on 146 test samples in November 2015, with two separate instruments running software version 2.1-2 in Action Level test mode. The actual source strength of each instrument on the day of testing was approximately 2.0 mCi; source ages were approximately one year. OPERATING PARAMETERS Performance parameters shown in this sheet are applicable only when properly operating the instrument using the manufacturer's instructions and procedures described in Chapter 7 of the HUD Guidelines. XRF CALIBRATION CHECK: The calibration of the XRF instrument should be checked using the paint film nearest 1.0 mg/cm2 in the NIST Standard Reference Material (SRM) used (e.g., for NIST SRM 2579, use the 1.02 mg/cm2 film). If the average (rounded to 1 decimal place) of three readings is outside the acceptable calibration check range, follow the manufacturer's instructions to bring the instrument into control before XRF testing proceeds. SUBSTRATE CORRECTION VALUE COMPUTATION: Chapter 7 of the HUD Guidelines provides guidance on correcting XRF results for substrate bias. Supplemental guidance for using the paint film nearest 1.0 mg/cm2 for substrate correction is provided: XRF results are corrected for substrate bias by subtracting from each XRF result a correction value determined separately in each house for single-family housing or in each development for multifamily housing, for each substrate. The correction value is an average of XRF readings taken over the NIST SRM paint film nearest to 1.0 mg/cm2 at test locations that have been scraped bare of their paint covering. Compute the correction values as follows: Using the same XRF instrument, take three readings on a bare substrate area covered with the NIST SRM paint film nearest 1 mg/cm2. Repeat this procedure by taking three more readings on a second bare substrate area of the same substrate covered with the NIST SRM. Compute the correction value for each substrate type where XRF readings indicate substrate correction is needed by computing the average of all six readings as shown below. For each substrate type (the 1.02 mg/cm2 NIST SRM is shown in this example; use the actual lead loading of the NIST SRM used for substrate correction): Correction value = (1 st+ 2nd + 3rd + 4th + 5th + 6th Reading)/6 - 1.02 mg/cm2 Repeat this procedure for each substrate requiring substrate correction in the house or housing development. EVALUATING THE QUALITY OF XRF TESTING: Randomly select ten testing combinations for retesting from each house or from two randomly selected units in multifamily housing. Conduct XRF re-testing at the ten testing combinations selected for retesting. Page 2 of 4 4328 HEURESIS PCS December 2015 Determine if the XRF testing in the units or house passed or failed the test by applying the steps below. Compute the Retest Tolerance Limit by the following steps: Determine XRF results for the original and retest XRF readings. Do not correct the original or retest results for substrate bias. In single-family and multi-family housing, a result is defined as a single reading. Therefore, there will be ten original and ten retest XRF results for each house or for the two selected units. Calculate the average of the original XRF result and the retest XRF result for each testing combination. Square the average for each testing combination. Add the ten squared averages together. Call this quantity C. Multiply the number C by 0.0072. Call this quantity D. Add the number 0.032 to D. Call this quantity E. Take the square root of E. Call this quantity F. Multiply F by 1.645. The result is the Retest Tolerance Limit. Compute the average of all ten original XRF readings. Compute the average of all ten re-test XRF readings. Find the absolute difference of the two averages. If the difference is less than the Retest Tolerance Limit, the inspection has passed the retest. If the difference of the overall averages equals or exceeds the Retest Tolerance Limit, this procedure should be repeated with ten new testing combinations. If the difference of the overall averages is equal to or greater than the Retest Tolerance Limit a second time,then the inspection should be considered deficient. Use of this procedure is estimated to produce a spurious result approximately 1% of the time. That is, results of this procedure will call for further examination when no examination is warranted in approximately 1 out of 100 dwelling units tested. TESTING TIMES: In the Action Level paint test mode, the instrument takes the longest time to complete readings close to the Federal standard of 1.0 mg/cm2. The table below shows the mean and standard deviation of actual reading times by reading level for paint samples during the November 2015 archive testing. The tested instruments reported readings to one decimal place. No significant differences in reading times by substrate were observed. These times apply only to instruments with the same source strength as those tested (2.0 mCi). Instruments with stronger sources will have shorter reading times and those with weaker sources, longer reading times, than those in the table. Mean and Standard Deviation of Reading Times in Action Level Mode by Reading Level Reading (mg/cm2) Mean Reading Time (seconds) Standard Deviation (seconds) <0.7 3.48 0.47 0.7 7.29 1.92 0.8 13.95 1.78 0.9— 1.2 15.25 0.66 1.3 — 1.4 6.08 2.50 > 1.5 3.32 0.05 Page 3 of 4 4329 HEURESIS PCS December 2015 CLASSIFICATION OF RESULTS: XRF results are classified as positive if they are greater than or equal to the stated threshold for the instrument (1.0 mg/cm2), and negative if they are less than the threshold. DOCUMENTATION: A report titled Methodology for XRF Performance Characteristic Sheets (EPA 747-R-95-008) provides an explanation of the statistical methodology used to construct the data in the sheets, and provides empirical results from using the recommended inconclusive ranges or thresholds for specific XRF instruments. The report may be downloaded at -characteristic-sheets-epa-747-r-95- 008�mber-1997. This XRF Performance Characteristic Sheet(PCS)was developed by QuanTech, Inc., under a contract with the XRF manufacturer. 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a a a a m o m o o a m T111m.lo a a a a a a a a a m o o a a a m m m m m m o 0 0 o a Ilmit. v v v v -o -o - - - - - - - - - - - - - - - - - - - -o -o v -o -o -o -o v v v -o -o -o -o -o -o -o -o -o m -o -o -o 0 0 0 0 0 o o o 0 o o o o o o o o o o o o o 3 o o o 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a a a a a a 3. 3. o o o 0 p` U U U U a+ T T a+ T T T T T T T T a+ T T T T T T T T T T T T T Y Y C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 a a �s E — E E p E E E m m E U .� U U U 3 3 on un un 3 3 o o o o o = = c = _ — _ o o o o °o °o o o o 0 0 0 °o ° v3 v33 v33333333333o°OO° 3O° O° .� � 33330° 0° 30° 0° 0° 0° � 3 ° 0° N33 '. 33 U U U 33 3 33 m ci m O� m w w ci N I� n N O �Il O �Il O N w C C w t0 ci I� m m O O lfl I� w C n m w lfl C n ci C m N I� C N O ci m Ln 7i ci N N m O m Ln N O m ci m Ln � O .ti m N m Ln m m Ln � O N � .ti m O N O N O � O N O N m Ln O m .ti m .ti � � O .ti O N E w m m O O O .ti N N m m m �Il �Il �Il tp tp tp I� w m O .ti ci m C t0 t0 n w m m O O O O .ti ci N N m m � tp tp .i .i ''.....io io io io io io io io io io io io io io io io io io io io io io io io io io io io io io io io io io io io io io io io io io io io io io io io io io io io N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 1(F N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N c- c-I c-I c-I c-I c- ci c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I ci N m lfl tp I� w m O ci N m C lfl l0 n w m O ci N m C lfl l0 n w m O ci N m C lfl l0 n w m O ci N m C lfl l0 n w m O ci N O O O O O O O O O .ti ci ci ci ci ci ci ci ci ci N N N N N N N N N N m m m m m m m m m m �n �n �n Cl) Cl) M ci ci m N ci ci ci ci N N N N ci N m O O O O O O O O O O O O O O O O Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul > > > > > > > > > > > > > > > > bA bA bA bA bA bA bA bA bA bA bA bA bA bA bA bA N N N N N N N N N N N N N N N N Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z N N N N N N N N N N N N N N N N c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I c-I N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N a a a a a a a a a a a a a a a a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E E E E E E E E E E 0 o 00 00 00 00 00 00 00 0 0 0 0 -`ou u u u u y t t t t t t t t t m Y Y Y Y Y Y f0 f0 f0 f0 f0 f0 f0 f0 f0 m m m m m m m m m E E E E E E E E E E E E E E E E O O O O O O O O O O O O O O O O CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC Q m 0 0 0 0 Q Q m U U 0 0 0 3 3 3 3 t 3 0 3 0 3 3 0 3 0 0 3 > > > > > 0 > 0 > > 0 > o o > v v v v v v v v v v v v v v v v .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. 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Parcel 15 Menendez, Amber 2918 Flagler Avenue Key West, Florida 33040 Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Garden, Florida 33418 )ecei,n[:)eir 19., 2023 ,Ai R u i�, s ,r E N '\,,r I ON M E N T A L C. .............. ��-d......................... ........... 4334 68"'1 Sn PPP) CER".rOCA-nor,4 AG III ..............."I'lI'llI'll'll""I'll""I'll",'ll""I'll""I'll'llI'llI'llI'llI'll",'llI'llI'll",'llI'llI',',,,',,,',,II..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,',,II..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,'llII..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,'llI'llI'll",lI..............."I'l""I'll""I'll'llI'llI'll",'llI'llI'll'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""II...................... ............. a s e d a r'i hrrid'ted ar'ld x1,[",e� e a d III r'i sIIIe ct o r'i &te: Parcel 15 - Menendez, Amber 2918 Flagler Avenue Key West, Florida 33040 AirQuest Project #19814 ii,e a ii,e(l 0 ii': Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Gardens, Florida 33418 AirQuest Environmental, Inc. 6851 Southwest 45th Street Fort Lauderdale, Florida 33314 Adrian Amicucci Lead Inspector LBP-1-1203850-1 )eceirn[:)er' 19., 2023 ii 4335 TA IB III...,III OF C ol°a4" IIE l°a4"r s ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... PAGE 1 EXECUTIVE SUMMARY 1 2 INTRODUCTION AND SITE DESCRIPTION 2 3 SURVEY PROCEDURES 3 4 SURVEY RESULTS 4 5 CONCLUSIONS AND LIMITATIONS 5 TABL.,E, ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Table 1- Facility Description..........................................................................................................2 APPENDICES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .pp eiri lb(s: II eirtalicatk)iris .pp eiri lb(, IIIIII Peirfoirimairice Cha iraca.elHstac Sheet dpp eiri lb(, III II1-- XR,f:: _IC'aUe 4336 "?U at III IIII °o IIII U��,o I III' IIII AirQuest Environmental, Inc. ("AirQuest")performed a limited lead-based paint(LBP)inspection to identify surfaces coated with LBP and their general locations within select areas of the interior and exterior of the single-family residence located at 2918 Flagler Avenue, Key West, Florida 33040 ("the site"). The inspection was performed on November 15, 2023, by AirQuest Industrial Hygienist Adrian Amicucci, a US Environmental Protection Agency (EPA) certified LBP inspector. The inspection was conducted to determine the presence of LBP in and adjacent to the windows and doors in the exterior envelope that will be impacted by upcoming renovations. If applicable, any ceilings and wall partitions that may be impacted during upgrades to the air handling system were also included. The LBP inspection was conducted using an x-ray fluorescence (XRF) instrument. LBP was defined as any paint containing more than 1.0 milligrams per square centimeter (mg/cm2) lead as indicated on the XRF. Based on the results of this LBP inspection, none of the recorded XRF readings were equal to or above the current US Department of Housing and Urban Development(HUD)regulatory limit of 1.0 mg/cm2. Project 419814 1 Limited Lead-Based Paint Survey 4337 AiiuQ;"?U as AirQuest Environmental, Inc. ("AirQuest")performed a limited lead-based paint(LBP)inspection to identify surfaces coated with LBP and their general locations within select areas of the interior and exterior of the single-family residence located at 2918 Flagler Avenue, Key West, Florida 33040 ("the site"). The inspection was performed on November 15, 2023, by AirQuest Industrial Hygienist Adrian Amicucci, a US Environmental Protection Agency (EPA) certified LBP inspector(see Appendix I). The inspection was conducted to determine the presence of LBP in and adjacent to the windows and doors in the exterior envelope that will be impacted by upcoming renovations. If applicable, any ceilings and wall partitions that may be impacted during upgrades to the air handling system were also included. The report was prepared in general accordance with "Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing" 2012 revision published by the US Department of Housing and Urban Development(HUD). A summary of the building materials associated with the facility investigated is presented below in Table 1. _IC'aMe 1[:=acflky [)esciropt:k)iri Each of the following building components was tested if paint was present. a 1 u 1I Single-Family Concrete Slab on Grade 6itra � Concrete �aV� tucco n as Wood&Metal Wood& Metal Project 419814 2 Limited Lead-Based Paint Survey 4338 AiiuQ:"?U at ����: ��,,,���� .�,.......�� IIII �� Illk���������������� ��� IIII IIII������������� �������U��, ���U��,�o Illk����������������IIII.......��..I �,,,,�������� IIII������������� Illk1111111111111''c According to the EPA and HUD, all painted surfaces or components located in or on buildings constructed prior to 1978, are suspected to contain LBP. This assumption can be rebutted if a survey of each suspect painted surface or component has been conducted, and a minimum of one sample of each has been collected and proven not to contain LBP in quantities of greater than 0.5 percent by Flame Atomic Absorption Spectrometry (AAS) analysis or 1.0 milligrams per square centimeter (mg/cm2) by a direct reading X-Ray Fluorescence (XRF) testing device. In addition, EPA regulations require that LBP be abated prior to undertaking any type of renovations, which could potentially disturb these materials. The LBP inspection was performed by observing and sampling accessible painted surfaces on the interior and exterior of the building as per the survey methodology established by HUD. The inspector assigned A, B, C or D to the walls based on main entrance side as A, then rotating clockwise. A different visible color does not by itself result in a separate testing combination. Testing of the samples was performed using the Heuresis Corp. Pb200i XRF devices (Serial 42444). The XRF is a screening method currently recommended by HUD for analysis of lead levels in paint. The exact number of testing locations per area may vary depending on existing conditions. The XRF instrument exposes the painted surface to gamma radiation, causing the irradiated substance to emit a spectrum of characteristic frequencies. The frequencies which are characteristic of lead are singled out and measured by the instrument and converted into a number representing the amount of lead in the paint per unit area. At least three (3) calibration check readings were performed prior to the inspection. Additional calibration check readings were made every four (4) hours or after the inspection work was completed for the day, or according to the manufacturer's instructions,whichever was the most frequent. Calibration checks were performed before the instrument is turned off and again after it has warmed up. The performance characteristic sheet is included in Appendix II. Project 419814 3 Limited Lead-Based Paint Survey 4339 AiiuQ:"?U at I.. ""y IIII �IIII��� Cz I I IIII IIL C The results of the LBP inspection are presented in Appendix III. The LBP inspection was performed in the LBP inspection mode. The XRF sample results are reported in mg/cm2. LBP was defined as any paint containing more than 1.0 mg/cm2 lead as indicated on the XRF. Based on the results of this LBP inspection,none of the readings were equal to or above the current US HUD regulatory limit of 1.0 mg/cm2. Project 419814 4 Limited Lead-Based Paint Survey 4340 ii1(, at t, „�, mb�� Based on the results of this LBP inspection, g were none of the readings equal to or above the current P q US HUD regulatory limit of 1.0 mg/cm2. The results of this inspection indicate that lead in amounts greater than or equal to 1.0 mg/cm2 in paint WAS NOT found on select interior and exterior building components using the inspection protocol in Chapter 7 of the HUD Guidelines for the Evaluation and Control ofLead-Based Paint Hazards in Housing(2012 Revision). Therefore, this dwelling MAY qualify for the exemption in 24 CFR part 35 and 40 CFR part 745 for target housing being leased that is free of lead-based paint, as defined by the rule. This report should be kept by the inspector and should also be kept by the owner and all future owners for the life of the dwelling. Federal Disclosure Requirement A summary of this report must be provided to prospective tenants and purchasers of this property under Federal Law (24 CFR Part 35 and 40 CFR part 745) before they become obligated under a lease or sales contract. The complete report must also be provided to new purchasers and made available to new tenants. Landlords and sellers are also required to distribute an educational pamphlet and include standard warning language in their leases or sales contracts to ensure that parents have the information they need to protect their children from lead-based paint hazards. Occupational Safety and Health Administration (OSHA) Information for Contractors Under the present OSHA lead construction standard, all identified lead-containing materials affected by construction activities fall under the requirements of 29 CFR 1926. There are no current government guidelines defining a lead-based paint (LBP) or lead concentration that creates a hazardous atmosphere when disturbed. Based on current OSHA guidelines, for those employees who will be disturbing lead-containing paint, their employer must make an initial determination by monitoring employee exposure if any employee is exposed to lead at or above 30 micrograms per cubic meter for an eight-hour time weighted average(30 µg/m3 8-hour time weighted average). The employer must implement OSHA prescribed protective measures until they can demonstrate that the employee exposure is not more than the action level. In general, relatively low levels of lead were detected in the various coated surfaces surveyed. Depending on the degree and type of disturbance of these surfaces (i.e., sanding, cutting, or demolishing), employers may be required to implement varying degrees of OSHA prescribed protective measures. These protective measures must be maintained until it can be demonstrated that employee exposures do not exceed the action level. The employer should also implement and maintain a written compliance program detailing the protective measures they will utilize to control lead exposure during renovation activities. Disposal Considerations Lead containing materials may be subject to disposal restrictions. Prior to disposal, the contractor should characterize all wastes so that they are properly disposed of in accordance with all local, state and federal regulations. Project 419814 5 Limited Lead-Based Paint Survey 4341 AiiuQ;"?U at Due to the inaccessibility of some building elements, it is conceivable that all potential LBP may not have been located and identified. The investigations and methodology reflect our best efforts based upon the prevailing standard of care in the environmental industry. Project 419814 6 Limited Lead-Based Paint Survey 4342 Appendix Certifications ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4343 Iq lim foluill# 1pmiM 47- 0 X 0 to #WIN U) I wVat LO N cu C:) c cu cr) .2 0- _0 04 co 0 w C: CD� (1) LL- (U U) CN (-) U) c c a a) Immulit $1.11,14 U) f!ll a) _0 CD 0 < U) cu -0 CU 0 0 < (D CL (a E E cu a) U) f-lof 0) a) 2 x 45 *mail, Q- (1) r cc How, -0 (D ca pollilluiII& VIR 2! 0 co a- low* — C: CK3 wmuu x w Illu oIIIIUN 0 m cu 0 -9= �(D CL a) ca 11 rl _0 (U _0 cu a) 0 0 cu 0 114-0 u 4MR0 (D > (D �jj�,, L- = An 0 a) T) C: .2? E _0 4- 2! cu 0 a) a) w CD 10 (N Co C) LOCAI band co C) IV % L- 0 co a) C) _0 1 4- 0 (D CL 4- :3 /Appenclix Performance r ri is Sheet ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4345 HEURESIS PCS December 2015 Performance Characteristic Sheet EFFECTIVE DATE: December 1, 2015 MANUFACTURER AND MODEL: Make: Heuresis Models: Model Pb200i Source: 57Co, 5 mCi(nominal—new source) FIELD OPERATION GUIDANCE OPERATING PARAMETERS: Action Level mode XRF CALIBRATION CHECK LIMITS: 0.8 to 1.2 mg/cm2 (inclusive) SUBSTRATE CORRECTION: Not applicable INCONCLUSIVE RANGE OR THRESHOLD: ACTION LEVEL MODE SUBSTRATE THRESHOLD (mg/cm2) READING DESCRIPTION Results not corrected for substrate bias on any Brick 1.0 substrate Concrete 1.0 Drywall 1.0 Metal 1.0 Plaster 1.0 Wood 1.0 Page 1 of 4 4346 HEURESIS PCS December 2015 BACKGROUND INFORMATION EVALUATION DATA SOURCE AND DATE: This sheet is supplemental information to be used in conjunction with Chapter 7 of the HUD Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing ("HUD Guidelines"). Performance parameters shown on this sheet are calculated using test results on building components in the HUD archive. Testing was conducted on 146 test samples in November 2015, with two separate instruments running software version 2.1-2 in Action Level test mode. The actual source strength of each instrument on the day of testing was approximately 2.0 mCi; source ages were approximately one year. OPERATING PARAMETERS Performance parameters shown in this sheet are applicable only when properly operating the instrument using the manufacturer's instructions and procedures described in Chapter 7 of the HUD Guidelines. XRF CALIBRATION CHECK: The calibration of the XRF instrument should be checked using the paint film nearest 1.0 mg/cm2 in the NIST Standard Reference Material (SRM) used (e.g., for NIST SRM 2579, use the 1.02 mg/cm2 film). If the average (rounded to 1 decimal place) of three readings is outside the acceptable calibration check range, follow the manufacturer's instructions to bring the instrument into control before XRF testing proceeds. SUBSTRATE CORRECTION VALUE COMPUTATION: Chapter 7 of the HUD Guidelines provides guidance on correcting XRF results for substrate bias. Supplemental guidance for using the paint film nearest 1.0 mg/cm2 for substrate correction is provided: XRF results are corrected for substrate bias by subtracting from each XRF result a correction value determined separately in each house for single-family housing or in each development for multifamily housing, for each substrate. The correction value is an average of XRF readings taken over the NIST SRM paint film nearest to 1.0 mg/cm2 at test locations that have been scraped bare of their paint covering. Compute the correction values as follows: Using the same XRF instrument, take three readings on a bare substrate area covered with the NIST SRM paint film nearest 1 mg/cm2. Repeat this procedure by taking three more readings on a second bare substrate area of the same substrate covered with the NIST SRM. Compute the correction value for each substrate type where XRF readings indicate substrate correction is needed by computing the average of all six readings as shown below. For each substrate type (the 1.02 mg/cm2 NIST SRM is shown in this example; use the actual lead loading of the NIST SRM used for substrate correction): Correction value = (1 st+ 2nd + 3rd + 4th + 5th + 6th Reading)/6 - 1.02 mg/cm2 Repeat this procedure for each substrate requiring substrate correction in the house or housing development. EVALUATING THE QUALITY OF XRF TESTING: Randomly select ten testing combinations for retesting from each house or from two randomly selected units in multifamily housing. Conduct XRF re-testing at the ten testing combinations selected for retesting. Page 2 of 4 4347 HEURESIS PCS December 2015 Determine if the XRF testing in the units or house passed or failed the test by applying the steps below. Compute the Retest Tolerance Limit by the following steps: Determine XRF results for the original and retest XRF readings. Do not correct the original or retest results for substrate bias. In single-family and multi-family housing, a result is defined as a single reading. Therefore, there will be ten original and ten retest XRF results for each house or for the two selected units. Calculate the average of the original XRF result and the retest XRF result for each testing combination. Square the average for each testing combination. Add the ten squared averages together. Call this quantity C. Multiply the number C by 0.0072. Call this quantity D. Add the number 0.032 to D. Call this quantity E. Take the square root of E. Call this quantity F. Multiply F by 1.645. The result is the Retest Tolerance Limit. Compute the average of all ten original XRF readings. Compute the average of all ten re-test XRF readings. Find the absolute difference of the two averages. If the difference is less than the Retest Tolerance Limit, the inspection has passed the retest. If the difference of the overall averages equals or exceeds the Retest Tolerance Limit, this procedure should be repeated with ten new testing combinations. If the difference of the overall averages is equal to or greater than the Retest Tolerance Limit a second time,then the inspection should be considered deficient. Use of this procedure is estimated to produce a spurious result approximately 1% of the time. That is, results of this procedure will call for further examination when no examination is warranted in approximately 1 out of 100 dwelling units tested. TESTING TIMES: In the Action Level paint test mode, the instrument takes the longest time to complete readings close to the Federal standard of 1.0 mg/cm2. The table below shows the mean and standard deviation of actual reading times by reading level for paint samples during the November 2015 archive testing. The tested instruments reported readings to one decimal place. No significant differences in reading times by substrate were observed. These times apply only to instruments with the same source strength as those tested (2.0 mCi). Instruments with stronger sources will have shorter reading times and those with weaker sources, longer reading times, than those in the table. Mean and Standard Deviation of Reading Times in Action Level Mode by Reading Level Reading (mg/cm2) Mean Reading Time (seconds) Standard Deviation (seconds) <0.7 3.48 0.47 0.7 7.29 1.92 0.8 13.95 1.78 0.9— 1.2 15.25 0.66 1.3 — 1.4 6.08 2.50 > 1.5 3.32 0.05 Page 3 of 4 4348 HEURESIS PCS December 2015 CLASSIFICATION OF RESULTS: XRF results are classified as positive if they are greater than or equal to the stated threshold for the instrument (1.0 mg/cm2), and negative if they are less than the threshold. DOCUMENTATION: A report titled Methodology for XRF Performance Characteristic Sheets (EPA 747-R-95-008) provides an explanation of the statistical methodology used to construct the data in the sheets, and provides empirical results from using the recommended inconclusive ranges or thresholds for specific XRF instruments. The report may be downloaded at -characteristic-sheets-epa-747-r-95- 008�mber-1997. This XRF Performance Characteristic Sheet(PCS)was developed by QuanTech, Inc., under a contract with the XRF manufacturer. Page 4 of 4 4349 AppendixIII TableXRF ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4350 M Yl' tlPll SI-lo 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v �,,;, on on on on on on on on on on on on on on on on on on on on on on on on on on on on on on on on on on on on on on on on on on on on on on on on v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z � v v v v v v v v v v v v v v v v v v u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m a a a a a a a a a a a a a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 o O O O O O O O c0 w E E E E E E E E E E E E E E 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E E E E E E E E P P P P C C C C C C O O O O O O 0 0 0 0 0 0 0 0 E v v v v v v oD oD oD oD oD 0 0 0 0 0 0 0 0 0 C C C C C C C C C C C C E C U U U U U U W W W W Ul Ul T T T T T T T T -O -O -O -O -O -O -O -O C} > > > > > > > > > a+ a+ a+ a+ a+ C C C C C CO CO CO CO CO CO w w w w w w w w Y i:JY Y Y Y Y Y Y m m m m m m m m J Y Y Y Y Y Y Y Y Y Y Y Y Y Y O O O O O O N V1 N N N N N N N m Z Z Z Z Z Z E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E o 0 0 0 0 ��- O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O v v v v v — — — — — — — — — — — — — — — — — — — — — — — — — O O O O O O O O O O -p O O O O O O O O O O 0 0 3 0 3 3 3 3 3 0 3 0 3 0 3 3 3 3 0 0 3 0 3 3 3 0 ,,.o 0000000 0000 0 00000 0 0 0000 0 000N v, v, v, v ate+ ate+ ate+ ate+ Ul Ul Ul Y T T T ate+ � ate+ ate+ ate+ ate+ ate+ ate+ ate+ ate+ ate+ ate+ ate+ ate+ ate+ ate+ C Y C C C N N N N N N N N N N N N N N N W W W Ul T � 2 :E 0 c E _ = E E _ _ _ _ = E u u LL w i `o 0 on on on 3 on on — D O O p o o p o o o o— = = C = = = C = = 0 p o = C C — p m o m m m .-I W Ol N .-I .-I I� ri N m W O W m N W N N N I� m W N m W O O W W m m .-I bl o o m m m m m ri m ri Ln ri � N � ri m �Il ri m Ln N � Ln ri Ln L N Ln N 7 N � Ln N m Ln � N � N ri � ri O O m O .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. N N m m m � � � vl vl lD lD n n W W Ol Ol O O ti lD lD W Ol Ol Ol O ti ti N m m W Ol O O ti O O O O O O O O O O O O O O O O O O N N N N N N N N m m m O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O - - - - - - - - - - - - - - ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti 4W vt lD I� W m O N m vt lD I� W Ol O N m vt lD I� W Ol O N m vt lD I� W Ol O ti lD W m O ti N %�,I� n n n n W W W W W W W W W W Ol Ol Ol Ol Ol Ol Ol Ol Ol Ol O O O O O O O O O O ti N N N •S' ,,, vl vl vl vl vl vl vl vl vl vl vl vl vl vl vl vl m m m m m m m i AiirQt,,iest Project #19814 III ............. ar'i d ei oIIIr ............e�ad ................ Parcel 16 Schneider, Victor 3000 Flagler Avenue Key West, Florida 33040 Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Garden, Florida 33418 )ecei,n[:)eir 19., 2023 ,Ai R u i�, s ,r E N '\,,r I ON M E N T A L C. .............. ��-d......................... ........... 4352 68"'1 Sn PPP CER".rOCA-nor,4 AG III ..............."I'lI'llI'll'll""I'll""I'll",'ll""I'll""I'll'llI'llI'llI'llI'll",'llI'llI'll",'llI'llI',',,,',,,',,II..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,',,II..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,'llII..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,'llI'llI'll",lI..............."I'l""I'll""I'll'llI'llI'll",'llI'llI'll'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""II...................... ............. a s e d a r'i hrrid'ted ar'ld x1,[",e� e a d III r'i sIIIe ct o r'i &te: Parcel 16 - Schneider, Victor 3000 Flagler Avenue Key West, Florida 33040 AirQuest Project #19814 Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Gardens, Florida 33418 AirQuest Environmental, Inc. 6851 Southwest 45th Street Fort Lauderdale, Florida 33314 Adrian Amicucci Lead Inspector LBP-1-1203850-1 )eceirn[:)er' 19., 2023 ii 4353 TA IB III...,III OF C ol°a4" IIE l°a4"r s ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... PAGE 1 EXECUTIVE SUMMARY 1 2 INTRODUCTION AND SITE DESCRIPTION 2 3 SURVEY PROCEDURES 3 4 SURVEY RESULTS 4 5 CONCLUSIONS AND LIMITATIONS 5 TABL.,E, ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Table 1- Facility Description..........................................................................................................2 APPENDICES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .pp eiri lb(s: II eirtalicatk)iris .pp eiri lb(, IIIIII Peirfoirimairice Cha iraca.elHstac Sheet dpp eiri lb(, III II1-- XR,f:: _IC'aUe 4354 "?U at III IIII °o IIII U��,o I III' IIII AirQuest Environmental, Inc. ("AirQuest")performed a limited lead-based paint(LBP)inspection to identify surfaces coated with LBP and their general locations within select areas of the interior and exterior of the single-family residence located at 3000 Flagler Avenue, Key West, Florida 33040 ("the site"). The inspection was performed on November 15, 2023, by AirQuest Industrial Hygienist Adrian Amicucci, a US Environmental Protection Agency (EPA) certified LBP inspector. The inspection was conducted to determine the presence of LBP in and adjacent to the windows and doors in the exterior envelope that will be impacted by upcoming renovations. If applicable, any ceilings and wall partitions that may be impacted during upgrades to the air handling system were also included. The LBP inspection was conducted using an x-ray fluorescence (XRF) instrument. LBP was defined as any paint containing more than 1.0 milligrams per square centimeter (mg/cm2) lead as indicated on the XRF. Based on the results of this LBP inspection, none of the recorded XRF readings were equal to or above the current US Department of Housing and Urban Development(HUD)regulatory limit of 1.0 mg/cm2. Project 419814 1 Limited Lead-Based Paint Survey 4355 AiiuQ;"?U as AirQuest Environmental, Inc. ("AirQuest")performed a limited lead-based paint(LBP)inspection to identify surfaces coated with LBP and their general locations within select areas of the interior and exterior of the single-family residence located at 3000 Flagler Avenue, Key West, Florida 33040 ("the site"). The inspection was performed on November 15, 2023, by AirQuest Industrial Hygienist Adrian Amicucci, a US Environmental Protection Agency (EPA) certified LBP inspector(see Appendix I). The inspection was conducted to determine the presence of LBP in and adjacent to the windows and doors in the exterior envelope that will be impacted by upcoming renovations. If applicable, any ceilings and wall partitions that may be impacted during upgrades to the air handling system were also included. The report was prepared in general accordance with "Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing" 2012 revision published by the US Department of Housing and Urban Development(HUD). A summary of the building materials associated with the facility investigated is presented below in Table 1. _IC'aMe 1[:=acflky [)esciropt:k)iri Each of the following building components was tested if paint was present. a 1 u 1I Single-Family Concrete Slab on Grade 6itra � Concrete �aV� tucco n as Wood&Metal Wood& Metal Project 419814 2 Limited Lead-Based Paint Survey 4356 AiiuQ:"?U at ����: ��,,,���� .�,.......�� IIII �� Illk���������������� ��� IIII IIII������������� �������U��, ���U��,�o Illk����������������IIII.......��..I �,,,,�������� IIII������������� Illk1111111111111''c According to the EPA and HUD, all painted surfaces or components located in or on buildings constructed prior to 1978, are suspected to contain LBP. This assumption can be rebutted if a survey of each suspect painted surface or component has been conducted, and a minimum of one sample of each has been collected and proven not to contain LBP in quantities of greater than 0.5 percent by Flame Atomic Absorption Spectrometry (AAS) analysis or 1.0 milligrams per square centimeter (mg/cm2) by a direct reading X-Ray Fluorescence (XRF) testing device. In addition, EPA regulations require that LBP be abated prior to undertaking any type of renovations, which could potentially disturb these materials. The LBP inspection was performed by observing and sampling accessible painted surfaces on the interior and exterior of the building as per the survey methodology established by HUD. The inspector assigned A, B, C or D to the walls based on main entrance side as A, then rotating clockwise. A different visible color does not by itself result in a separate testing combination. Testing of the samples was performed using the Heuresis Corp. Pb200i XRF devices (Serial 42444). The XRF is a screening method currently recommended by HUD for analysis of lead levels in paint. The exact number of testing locations per area may vary depending on existing conditions. The XRF instrument exposes the painted surface to gamma radiation, causing the irradiated substance to emit a spectrum of characteristic frequencies. The frequencies which are characteristic of lead are singled out and measured by the instrument and converted into a number representing the amount of lead in the paint per unit area. At least three (3) calibration check readings were performed prior to the inspection. Additional calibration check readings were made every four (4) hours or after the inspection work was completed for the day, or according to the manufacturer's instructions,whichever was the most frequent. Calibration checks were performed before the instrument is turned off and again after it has warmed up. The performance characteristic sheet is included in Appendix II. Project 419814 3 Limited Lead-Based Paint Survey 4357 AiiuQ:"?U at I.. ""y IIII �IIII��� Cz I I IIII IIL C The results of the LBP inspection are presented in Appendix III. The LBP inspection was performed in the LBP inspection mode. The XRF sample results are reported in mg/cm2. LBP was defined as any paint containing more than 1.0 mg/cm2 lead as indicated on the XRF. Based on the results of this LBP inspection,none of the readings were equal to or above the current US HUD regulatory limit of 1.0 mg/cm2. Project 419814 4 Limited Lead-Based Paint Survey 4358 ii1(, at t, „�, mb�� Based on the results of this LBP inspection, g were none of the readings equal to or above the current P q US HUD regulatory limit of 1.0 mg/cm2. The results of this inspection indicate that lead in amounts greater than or equal to 1.0 mg/cm2 in paint WAS NOT found on select interior and exterior building components using the inspection protocol in Chapter 7 of the HUD Guidelines for the Evaluation and Control ofLead-Based Paint Hazards in Housing(2012 Revision). Therefore, this dwelling MAY qualify for the exemption in 24 CFR part 35 and 40 CFR part 745 for target housing being leased that is free of lead-based paint, as defined by the rule. This report should be kept by the inspector and should also be kept by the owner and all future owners for the life of the dwelling. Federal Disclosure Requirement A summary of this report must be provided to prospective tenants and purchasers of this property under Federal Law (24 CFR Part 35 and 40 CFR part 745) before they become obligated under a lease or sales contract. The complete report must also be provided to new purchasers and made available to new tenants. Landlords and sellers are also required to distribute an educational pamphlet and include standard warning language in their leases or sales contracts to ensure that parents have the information they need to protect their children from lead-based paint hazards. Occupational Safety and Health Administration (OSHA) Information for Contractors Under the present OSHA lead construction standard, all identified lead-containing materials affected by construction activities fall under the requirements of 29 CFR 1926. There are no current government guidelines defining a lead-based paint (LBP) or lead concentration that creates a hazardous atmosphere when disturbed. Based on current OSHA guidelines, for those employees who will be disturbing lead-containing paint, their employer must make an initial determination by monitoring employee exposure if any employee is exposed to lead at or above 30 micrograms per cubic meter for an eight-hour time weighted average(30 µg/m3 8-hour time weighted average). The employer must implement OSHA prescribed protective measures until they can demonstrate that the employee exposure is not more than the action level. In general, relatively low levels of lead were detected in the various coated surfaces surveyed. Depending on the degree and type of disturbance of these surfaces (i.e., sanding, cutting, or demolishing), employers may be required to implement varying degrees of OSHA prescribed protective measures. These protective measures must be maintained until it can be demonstrated that employee exposures do not exceed the action level. The employer should also implement and maintain a written compliance program detailing the protective measures they will utilize to control lead exposure during renovation activities. Disposal Considerations Lead containing materials may be subject to disposal restrictions. Prior to disposal, the contractor should characterize all wastes so that they are properly disposed of in accordance with all local, state and federal regulations. Project 419814 5 Limited Lead-Based Paint Survey 4359 AiiuQ;"?U at Due to the inaccessibility of some building elements, it is conceivable that all potential LBP may not have been located and identified. The investigations and methodology reflect our best efforts based upon the prevailing standard of care in the environmental industry. Project 419814 6 Limited Lead-Based Paint Survey 4360 Appendix Certifications ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4361 CN tG lim foluill# 1pmiM 47- 0 X 0 to #WIN U) I wVat LO N cu C:) c cu cr) .2 0- _0 04 co 0 w C: CD� (1) LL- (U U) CN (-) U) c c a a) Immulit $1.11,14 U) f!ll a) _0 CD 0 < U) cu -0 CU 0 0 < (D CL (a E E cu a) U) f-lof 0) a) 2 x 45 *mail, Q- (1) r cc How, -0 (D ca pollilluiII& VIR 2! 0 co a- low* — C: CK3 wmuu x w Illu oIIIIUN 0 m cu 0 -9= �(D CL a) ca 11 rl _0 (U _0 cu a) 0 0 cu 0 114-0 u 4MR0 (D > (D �jj�,, L- = An 0 a) T) C: .2? E _0 4- 2! cu 0 a) a) w CD 10 (N Co C) LOCAI band co C) IV % L- 0 co a) C) _0 1 4- 0 (D CL 4- :3 /Appenclix Performance r ri is Sheet ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4363 HEURESIS PCS December 2015 Performance Characteristic Sheet EFFECTIVE DATE: December 1, 2015 MANUFACTURER AND MODEL: Make: Heuresis Models: Model Pb200i Source: 57Co, 5 mCi(nominal—new source) FIELD OPERATION GUIDANCE OPERATING PARAMETERS: Action Level mode XRF CALIBRATION CHECK LIMITS: 0.8 to 1.2 mg/cm2 (inclusive) SUBSTRATE CORRECTION: Not applicable INCONCLUSIVE RANGE OR THRESHOLD: ACTION LEVEL MODE SUBSTRATE THRESHOLD (mg/cm2) READING DESCRIPTION Results not corrected for substrate bias on any Brick 1.0 substrate Concrete 1.0 Drywall 1.0 Metal 1.0 Plaster 1.0 Wood 1.0 Page 1 of 4 4364 HEURESIS PCS December 2015 BACKGROUND INFORMATION EVALUATION DATA SOURCE AND DATE: This sheet is supplemental information to be used in conjunction with Chapter 7 of the HUD Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing ("HUD Guidelines"). Performance parameters shown on this sheet are calculated using test results on building components in the HUD archive. Testing was conducted on 146 test samples in November 2015, with two separate instruments running software version 2.1-2 in Action Level test mode. The actual source strength of each instrument on the day of testing was approximately 2.0 mCi; source ages were approximately one year. OPERATING PARAMETERS Performance parameters shown in this sheet are applicable only when properly operating the instrument using the manufacturer's instructions and procedures described in Chapter 7 of the HUD Guidelines. XRF CALIBRATION CHECK: The calibration of the XRF instrument should be checked using the paint film nearest 1.0 mg/cm2 in the NIST Standard Reference Material (SRM) used (e.g., for NIST SRM 2579, use the 1.02 mg/cm2 film). If the average (rounded to 1 decimal place) of three readings is outside the acceptable calibration check range, follow the manufacturer's instructions to bring the instrument into control before XRF testing proceeds. SUBSTRATE CORRECTION VALUE COMPUTATION: Chapter 7 of the HUD Guidelines provides guidance on correcting XRF results for substrate bias. Supplemental guidance for using the paint film nearest 1.0 mg/cm2 for substrate correction is provided: XRF results are corrected for substrate bias by subtracting from each XRF result a correction value determined separately in each house for single-family housing or in each development for multifamily housing, for each substrate. The correction value is an average of XRF readings taken over the NIST SRM paint film nearest to 1.0 mg/cm2 at test locations that have been scraped bare of their paint covering. Compute the correction values as follows: Using the same XRF instrument, take three readings on a bare substrate area covered with the NIST SRM paint film nearest 1 mg/cm2. Repeat this procedure by taking three more readings on a second bare substrate area of the same substrate covered with the NIST SRM. Compute the correction value for each substrate type where XRF readings indicate substrate correction is needed by computing the average of all six readings as shown below. For each substrate type (the 1.02 mg/cm2 NIST SRM is shown in this example; use the actual lead loading of the NIST SRM used for substrate correction): Correction value = (1 st+ 2nd + 3rd + 4th + 5th + 6th Reading)/6 - 1.02 mg/cm2 Repeat this procedure for each substrate requiring substrate correction in the house or housing development. EVALUATING THE QUALITY OF XRF TESTING: Randomly select ten testing combinations for retesting from each house or from two randomly selected units in multifamily housing. Conduct XRF re-testing at the ten testing combinations selected for retesting. Page 2 of 4 4365 HEURESIS PCS December 2015 Determine if the XRF testing in the units or house passed or failed the test by applying the steps below. Compute the Retest Tolerance Limit by the following steps: Determine XRF results for the original and retest XRF readings. Do not correct the original or retest results for substrate bias. In single-family and multi-family housing, a result is defined as a single reading. Therefore, there will be ten original and ten retest XRF results for each house or for the two selected units. Calculate the average of the original XRF result and the retest XRF result for each testing combination. Square the average for each testing combination. Add the ten squared averages together. Call this quantity C. Multiply the number C by 0.0072. Call this quantity D. Add the number 0.032 to D. Call this quantity E. Take the square root of E. Call this quantity F. Multiply F by 1.645. The result is the Retest Tolerance Limit. Compute the average of all ten original XRF readings. Compute the average of all ten re-test XRF readings. Find the absolute difference of the two averages. If the difference is less than the Retest Tolerance Limit, the inspection has passed the retest. If the difference of the overall averages equals or exceeds the Retest Tolerance Limit, this procedure should be repeated with ten new testing combinations. If the difference of the overall averages is equal to or greater than the Retest Tolerance Limit a second time,then the inspection should be considered deficient. Use of this procedure is estimated to produce a spurious result approximately 1% of the time. That is, results of this procedure will call for further examination when no examination is warranted in approximately 1 out of 100 dwelling units tested. TESTING TIMES: In the Action Level paint test mode, the instrument takes the longest time to complete readings close to the Federal standard of 1.0 mg/cm2. The table below shows the mean and standard deviation of actual reading times by reading level for paint samples during the November 2015 archive testing. The tested instruments reported readings to one decimal place. No significant differences in reading times by substrate were observed. These times apply only to instruments with the same source strength as those tested (2.0 mCi). Instruments with stronger sources will have shorter reading times and those with weaker sources, longer reading times, than those in the table. Mean and Standard Deviation of Reading Times in Action Level Mode by Reading Level Reading (mg/cm2) Mean Reading Time (seconds) Standard Deviation (seconds) <0.7 3.48 0.47 0.7 7.29 1.92 0.8 13.95 1.78 0.9— 1.2 15.25 0.66 1.3 — 1.4 6.08 2.50 > 1.5 3.32 0.05 Page 3 of 4 4366 HEURESIS PCS December 2015 CLASSIFICATION OF RESULTS: XRF results are classified as positive if they are greater than or equal to the stated threshold for the instrument (1.0 mg/cm2), and negative if they are less than the threshold. DOCUMENTATION: A report titled Methodology for XRF Performance Characteristic Sheets (EPA 747-R-95-008) provides an explanation of the statistical methodology used to construct the data in the sheets, and provides empirical results from using the recommended inconclusive ranges or thresholds for specific XRF instruments. The report may be downloaded at -characteristic-sheets-epa-747-r-95- 008�mber-1997. This XRF Performance Characteristic Sheet(PCS)was developed by QuanTech, Inc., under a contract with the XRF manufacturer. Page 4 of 4 4367 AppendixIII TableXRF ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4368 M 4 o to I� lD n ri N N n lD ri N m to o N o Lq o m N o m N .-I N .-I o .-I .-I .-I O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W rid > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > +f TT, I-T, a+ O . O . O . O .Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z 1 r ti u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u �Q`rrr, m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U �. O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O Do ( Do ( O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O �4Cr (7 C7 C7 C7 C7 C7 C7 C7 C7 (7 (7 (7 (7 (7 (7 (7 0 0 0 0 0 0 0 0 0 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 0 0 0 0 0 0 0 0 0 (7 (7 (7 (7 (7 (7 (7 (7 (7 (7 .......gip„„j E E E E E E E o o o o o o o o o E E E E C C C C O O O O O O O O O C C C C C C C E E E E E E E E E E E E E E E E o o o o O O O O O O O [f* al al al al . . . . . . . . . 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N N N N N N N N N N N N N m m m m rl ri rl ri rl ri rl ri rl ri rl ri rl ri rl ri rl m m m m m m m m m m m m m m m m m N N N N N N N N N N N N N N N N N O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N \\\\\\\\\\\\\\\\\ N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N rl ri rl ri rl ri rl ri rl ri rl ri rl ri rl ri rl I� W m O N m vt to I� w m O ti N m w w w w w w w w w w w w w w w w w AiirQt,,iest Project #19814 III ............. ar'i d ei bIIIr, ............e�ad ................ Parcel 17 Pazo, Caridad S. 3014 Flagler Avenue Key West, Florida 33040 Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Garden, Florida 33418 )ecei,n[:)eir 19., 2023 ,Ai R u i�, s ,r E N '\,,r I ON M E N T A L C. .............. ��-d......................... ........... 4371 68"'1 Sn PPP) CER".rOCA-nor,4 AG III ..............."I'lI'llI'll'll""I'll""I'll",'ll""I'll""I'll'llI'llI'llI'llI'll",'llI'llI'll",'llI'llI',',,,',,,',,II..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,',,II..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,'llII..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,'llI'llI'll",lI..............."I'l""I'll""I'll'llI'llI'll",'llI'llI'll'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""II...................... ............. a s e d a r'i hrrid'ted ar'ld x1,[",e� e a d III r'i sIIIe ct o r'i &te: Parcel 17 - Pazo, Caridad S. 3014 Flagler Avenue Key West, Florida 33040 AirQuest Project #19814 ii,e a ii,e(l 0 ii': Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Gardens, Florida 33418 AirQuest Environmental, Inc. 6851 Southwest 45th Street Fort Lauderdale, Florida 33314 Adrian Amicucci Lead Inspector LBP-1-1203850-1 )eceirn[:)er' 19., 2023 ii 4372 TA IB III...,III OF C ol°a4" IIE l°a4"r s ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... PAGE 1 EXECUTIVE SUMMARY 1 2 INTRODUCTION AND SITE DESCRIPTION 2 3 SURVEY PROCEDURES 3 4 SURVEY RESULTS 4 5 CONCLUSIONS AND LIMITATIONS 5 TABL.,E, ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Table 1- Facility Description..........................................................................................................2 APPENDICES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .pp eiri lb(s: II eirtalicatk)iris .pp eiri lb(, IIIIII Peirfoirimairice Cha iraca.elHstac Sheet dpp eiri lb(, III II1-- XR,f:: _IC'aUe 4373 "?U at III IIII °o IIII U��,o I III' IIII AirQuest Environmental, Inc. ("AirQuest")performed a limited lead-based paint(LBP)inspection to identify surfaces coated with LBP and their general locations within select areas of the interior and exterior of the single-family residence located at 3014 Flagler Avenue, Key West, Florida 33040 ("the site"). The inspection was performed on November 15, 2023, by AirQuest Industrial Hygienist Adrian Amicucci, a US Environmental Protection Agency (EPA) certified LBP inspector. The inspection was conducted to determine the presence of LBP in and adjacent to the windows and doors in the exterior envelope that will be impacted by upcoming renovations. If applicable, any ceilings and wall partitions that may be impacted during upgrades to the air handling system were also included. The LBP inspection was conducted using an x-ray fluorescence (XRF) instrument. LBP was defined as any paint containing more than 1.0 milligrams per square centimeter (mg/cm2) lead as indicated on the XRF. Based on the results of this LBP inspection, none of the recorded XRF readings were equal to or above the current US Department of Housing and Urban Development(HUD)regulatory limit of 1.0 mg/cm2. Project 419814 1 Limited Lead-Based Paint Survey 4374 AiiuQ;"?U as AirQuest Environmental, Inc. ("AirQuest")performed a limited lead-based paint(LBP)inspection to identify surfaces coated with LBP and their general locations within select areas of the interior and exterior of the single-family residence located at 3014 Flagler Avenue, Key West, Florida 33040 ("the site"). The inspection was performed on November 15, 2023, by AirQuest Industrial Hygienist Adrian Amicucci, a US Environmental Protection Agency (EPA) certified LBP inspector(see Appendix I). The inspection was conducted to determine the presence of LBP in and adjacent to the windows and doors in the exterior envelope that will be impacted by upcoming renovations. If applicable, any ceilings and wall partitions that may be impacted during upgrades to the air handling system were also included. The report was prepared in general accordance with "Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing" 2012 revision published by the US Department of Housing and Urban Development(HUD). A summary of the building materials associated with the facility investigated is presented below in Table 1. _IC'aMe 1[:=acflky [)esciropt:k)iri Each of the following building components was tested if paint was present. a 1 u 1I Single-Family Concrete Slab on Grade 6itra � Concrete �aV� tucco n as Wood&Metal Wood& Metal Project 419814 2 Limited Lead-Based Paint Survey 4375 AiiuQ:"?U at ����: ��,,,���� .�,.......�� IIII �� Illk���������������� ��� IIII IIII������������� �������U��, ���U��,�o Illk����������������IIII.......��..I �,,,,�������� IIII������������� Illk1111111111111''c According to the EPA and HUD, all painted surfaces or components located in or on buildings constructed prior to 1978, are suspected to contain LBP. This assumption can be rebutted if a survey of each suspect painted surface or component has been conducted, and a minimum of one sample of each has been collected and proven not to contain LBP in quantities of greater than 0.5 percent by Flame Atomic Absorption Spectrometry (AAS) analysis or 1.0 milligrams per square centimeter (mg/cm2) by a direct reading X-Ray Fluorescence (XRF) testing device. In addition, EPA regulations require that LBP be abated prior to undertaking any type of renovations, which could potentially disturb these materials. The LBP inspection was performed by observing and sampling accessible painted surfaces on the interior and exterior of the building as per the survey methodology established by HUD. The inspector assigned A, B, C or D to the walls based on main entrance side as A, then rotating clockwise. A different visible color does not by itself result in a separate testing combination. Testing of the samples was performed using the Heuresis Corp. Pb200i XRF devices (Serial 42444). The XRF is a screening method currently recommended by HUD for analysis of lead levels in paint. The exact number of testing locations per area may vary depending on existing conditions. The XRF instrument exposes the painted surface to gamma radiation, causing the irradiated substance to emit a spectrum of characteristic frequencies. The frequencies which are characteristic of lead are singled out and measured by the instrument and converted into a number representing the amount of lead in the paint per unit area. At least three (3) calibration check readings were performed prior to the inspection. Additional calibration check readings were made every four (4) hours or after the inspection work was completed for the day, or according to the manufacturer's instructions,whichever was the most frequent. Calibration checks were performed before the instrument is turned off and again after it has warmed up. The performance characteristic sheet is included in Appendix II. Project 419814 3 Limited Lead-Based Paint Survey 4376 AiiuQ:"?U at I.. ""y IIII �IIII��� Cz I I IIII IIL C The results of the LBP inspection are presented in Appendix III. The LBP inspection was performed in the LBP inspection mode. The XRF sample results are reported in mg/cm2. LBP was defined as any paint containing more than 1.0 mg/cm2 lead as indicated on the XRF. Based on the results of this LBP inspection,none of the readings were equal to or above the current US HUD regulatory limit of 1.0 mg/cm2. Project 419814 4 Limited Lead-Based Paint Survey 4377 ii1(, at t, „�, mb�� Based on the results of this LBP inspection, g were none of the readings equal to or above the current P q US HUD regulatory limit of 1.0 mg/cm2. The results of this inspection indicate that lead in amounts greater than or equal to 1.0 mg/cm2 in paint WAS NOT found on select interior and exterior building components using the inspection protocol in Chapter 7 of the HUD Guidelines for the Evaluation and Control ofLead-Based Paint Hazards in Housing(2012 Revision). Therefore, this dwelling MAY qualify for the exemption in 24 CFR part 35 and 40 CFR part 745 for target housing being leased that is free of lead-based paint, as defined by the rule. This report should be kept by the inspector and should also be kept by the owner and all future owners for the life of the dwelling. Federal Disclosure Requirement A summary of this report must be provided to prospective tenants and purchasers of this property under Federal Law (24 CFR Part 35 and 40 CFR part 745) before they become obligated under a lease or sales contract. The complete report must also be provided to new purchasers and made available to new tenants. Landlords and sellers are also required to distribute an educational pamphlet and include standard warning language in their leases or sales contracts to ensure that parents have the information they need to protect their children from lead-based paint hazards. Occupational Safety and Health Administration (OSHA) Information for Contractors Under the present OSHA lead construction standard, all identified lead-containing materials affected by construction activities fall under the requirements of 29 CFR 1926. There are no current government guidelines defining a lead-based paint (LBP) or lead concentration that creates a hazardous atmosphere when disturbed. Based on current OSHA guidelines, for those employees who will be disturbing lead-containing paint, their employer must make an initial determination by monitoring employee exposure if any employee is exposed to lead at or above 30 micrograms per cubic meter for an eight-hour time weighted average(30 µg/m3 8-hour time weighted average). The employer must implement OSHA prescribed protective measures until they can demonstrate that the employee exposure is not more than the action level. In general, relatively low levels of lead were detected in the various coated surfaces surveyed. Depending on the degree and type of disturbance of these surfaces (i.e., sanding, cutting, or demolishing), employers may be required to implement varying degrees of OSHA prescribed protective measures. These protective measures must be maintained until it can be demonstrated that employee exposures do not exceed the action level. The employer should also implement and maintain a written compliance program detailing the protective measures they will utilize to control lead exposure during renovation activities. Disposal Considerations Lead containing materials may be subject to disposal restrictions. Prior to disposal, the contractor should characterize all wastes so that they are properly disposed of in accordance with all local, state and federal regulations. Project 419814 5 Limited Lead-Based Paint Survey 4378 AiiuQ;"?U at Due to the inaccessibility of some building elements, it is conceivable that all potential LBP may not have been located and identified. The investigations and methodology reflect our best efforts based upon the prevailing standard of care in the environmental industry. Project 419814 6 Limited Lead-Based Paint Survey 4379 Appendix Certifications ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4380 T- oo m lim foluill# 1pmiM 47- 0 X 0 to wowsw CN ca 4� LO N cu C:) c cu cr) .2 0- _0 04 co 0 w C: CD� (1) LL- (U U) CN (-) U) c c a a) Immulit U) a) _0 CD 0 < U) cu -0 CU 0 0 < CL w E 0 .(I) cu a) U) f-lof 0) a) 2 x 45 *mail, Q- (1) r cc How, -0 w � L— (f) c (D p CL ollilluiII& co low* CK3 wmuu x to Illu oIIIIUN 0 m cu 0 -9= �(D CL a) ca 11 rl _0 (U 6 _0 cu CD a) 0 a) 0 Imak-# cu 0 14-0 u 4MR0 (D > (D �jj�,, L- = An 0 a) T) C: .2? E _0 4- 2! cu 0 a) a) w CD 10 (N Co C) LOCAI band co C) IV % L- 0 co a) C) _0 1 4- 0 (D CL 4- :3 /Appenclix Performance r ri is Sheet ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4382 HEURESIS PCS December 2015 Performance Characteristic Sheet EFFECTIVE DATE: December 1, 2015 MANUFACTURER AND MODEL: Make: Heuresis Models: Model Pb200i Source: 57Co, 5 mCi(nominal—new source) FIELD OPERATION GUIDANCE OPERATING PARAMETERS: Action Level mode XRF CALIBRATION CHECK LIMITS: 0.8 to 1.2 mg/cm2 (inclusive) SUBSTRATE CORRECTION: Not applicable INCONCLUSIVE RANGE OR THRESHOLD: ACTION LEVEL MODE SUBSTRATE THRESHOLD (mg/cm2) READING DESCRIPTION Results not corrected for substrate bias on any Brick 1.0 substrate Concrete 1.0 Drywall 1.0 Metal 1.0 Plaster 1.0 Wood 1.0 Page 1 of 4 4383 HEURESIS PCS December 2015 BACKGROUND INFORMATION EVALUATION DATA SOURCE AND DATE: This sheet is supplemental information to be used in conjunction with Chapter 7 of the HUD Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing ("HUD Guidelines"). Performance parameters shown on this sheet are calculated using test results on building components in the HUD archive. Testing was conducted on 146 test samples in November 2015, with two separate instruments running software version 2.1-2 in Action Level test mode. The actual source strength of each instrument on the day of testing was approximately 2.0 mCi; source ages were approximately one year. OPERATING PARAMETERS Performance parameters shown in this sheet are applicable only when properly operating the instrument using the manufacturer's instructions and procedures described in Chapter 7 of the HUD Guidelines. XRF CALIBRATION CHECK: The calibration of the XRF instrument should be checked using the paint film nearest 1.0 mg/cm2 in the NIST Standard Reference Material (SRM) used (e.g., for NIST SRM 2579, use the 1.02 mg/cm2 film). If the average (rounded to 1 decimal place) of three readings is outside the acceptable calibration check range, follow the manufacturer's instructions to bring the instrument into control before XRF testing proceeds. SUBSTRATE CORRECTION VALUE COMPUTATION: Chapter 7 of the HUD Guidelines provides guidance on correcting XRF results for substrate bias. Supplemental guidance for using the paint film nearest 1.0 mg/cm2 for substrate correction is provided: XRF results are corrected for substrate bias by subtracting from each XRF result a correction value determined separately in each house for single-family housing or in each development for multifamily housing, for each substrate. The correction value is an average of XRF readings taken over the NIST SRM paint film nearest to 1.0 mg/cm2 at test locations that have been scraped bare of their paint covering. Compute the correction values as follows: Using the same XRF instrument, take three readings on a bare substrate area covered with the NIST SRM paint film nearest 1 mg/cm2. Repeat this procedure by taking three more readings on a second bare substrate area of the same substrate covered with the NIST SRM. Compute the correction value for each substrate type where XRF readings indicate substrate correction is needed by computing the average of all six readings as shown below. For each substrate type (the 1.02 mg/cm2 NIST SRM is shown in this example; use the actual lead loading of the NIST SRM used for substrate correction): Correction value = (1 st+ 2nd + 3rd + 4th + 5th + 6th Reading)/6 - 1.02 mg/cm2 Repeat this procedure for each substrate requiring substrate correction in the house or housing development. EVALUATING THE QUALITY OF XRF TESTING: Randomly select ten testing combinations for retesting from each house or from two randomly selected units in multifamily housing. Conduct XRF re-testing at the ten testing combinations selected for retesting. Page 2 of 4 4384 HEURESIS PCS December 2015 Determine if the XRF testing in the units or house passed or failed the test by applying the steps below. Compute the Retest Tolerance Limit by the following steps: Determine XRF results for the original and retest XRF readings. Do not correct the original or retest results for substrate bias. In single-family and multi-family housing, a result is defined as a single reading. Therefore, there will be ten original and ten retest XRF results for each house or for the two selected units. Calculate the average of the original XRF result and the retest XRF result for each testing combination. Square the average for each testing combination. Add the ten squared averages together. Call this quantity C. Multiply the number C by 0.0072. Call this quantity D. Add the number 0.032 to D. Call this quantity E. Take the square root of E. Call this quantity F. Multiply F by 1.645. The result is the Retest Tolerance Limit. Compute the average of all ten original XRF readings. Compute the average of all ten re-test XRF readings. Find the absolute difference of the two averages. If the difference is less than the Retest Tolerance Limit, the inspection has passed the retest. If the difference of the overall averages equals or exceeds the Retest Tolerance Limit, this procedure should be repeated with ten new testing combinations. If the difference of the overall averages is equal to or greater than the Retest Tolerance Limit a second time,then the inspection should be considered deficient. Use of this procedure is estimated to produce a spurious result approximately 1% of the time. That is, results of this procedure will call for further examination when no examination is warranted in approximately 1 out of 100 dwelling units tested. TESTING TIMES: In the Action Level paint test mode, the instrument takes the longest time to complete readings close to the Federal standard of 1.0 mg/cm2. The table below shows the mean and standard deviation of actual reading times by reading level for paint samples during the November 2015 archive testing. The tested instruments reported readings to one decimal place. No significant differences in reading times by substrate were observed. These times apply only to instruments with the same source strength as those tested (2.0 mCi). Instruments with stronger sources will have shorter reading times and those with weaker sources, longer reading times, than those in the table. Mean and Standard Deviation of Reading Times in Action Level Mode by Reading Level Reading (mg/cm2) Mean Reading Time (seconds) Standard Deviation (seconds) <0.7 3.48 0.47 0.7 7.29 1.92 0.8 13.95 1.78 0.9— 1.2 15.25 0.66 1.3 — 1.4 6.08 2.50 > 1.5 3.32 0.05 Page 3 of 4 4385 HEURESIS PCS December 2015 CLASSIFICATION OF RESULTS: XRF results are classified as positive if they are greater than or equal to the stated threshold for the instrument (1.0 mg/cm2), and negative if they are less than the threshold. DOCUMENTATION: A report titled Methodology for XRF Performance Characteristic Sheets (EPA 747-R-95-008) provides an explanation of the statistical methodology used to construct the data in the sheets, and provides empirical results from using the recommended inconclusive ranges or thresholds for specific XRF instruments. The report may be downloaded at -characteristic-sheets-epa-747-r-95- 008�mber-1997. This XRF Performance Characteristic Sheet(PCS)was developed by QuanTech, Inc., under a contract with the XRF manufacturer. 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S II te: Parcel 21 Curran, Zak and Pashyk, Maryana 2805 Flagler Avenue Key West, Florida 33040 Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Garden, Florida 33418 22., 202,1 ,A iR u i" s r" EN '\,,r I ON M E N T A L C. ....... .................................................................. . ....................... ............................................................... ...............('8'1 SmA I I S�I nN n I i I�'-mdni C,-i I I I 'I" "hol in PPA) I .�...r......... F IPA wwwAnQunstliir.rrnrr 4390 CER".rOCA-nor,4 AG III ..............."I'lI'llI'll'll""I'll""I'll",'ll""I'll""I'll'llI'llI'llI'llI'll",'llI'llI'll",'llI'llI',',,,',,,',,II..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,',,II..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,'llII..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,'llI'llI'll",lI..............."I'l""I'll""I'll'llI'llI'll",'llI'llI'll'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""II...................... a s e d a r'i............. ar'ld x1,[",e� e a d III r'i sIIIe ct o r'i &te: Parcel 21 - Curran, Zak and Pashyk, Maryana 2805 Flagler Avenue Key West, Florida 33040 AirQuest Project #19814 Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Gardens, Florida 33418 AirQuest Environmental, Inc. 6851 Southwest 45th Street Fort Lauderdale, Florida 33314 Adrian Amicucci Lead Inspector LBP-1-1203850-1 22., 202,1 ii 4391 TA IB III...,III OF C ol°a4" IIE l°a4"r s ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... PAGE 1 EXECUTIVE SUMMARY 1 2 INTRODUCTION AND SITE DESCRIPTION 2 3 SURVEY PROCEDURES 3 4 SURVEY RESULTS 4 5 CONCLUSIONS AND LIMITATIONS 5 TABL.,E, ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Table 1- Facility Description.......................................................................................................... 2 APPENDICES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .pp eiri lb(s: II eirtalicatk)iris .pp eiri lb(, IIIIII Peirfoirimairice Cha iraca.elHstac Sheet dpp eiri lb(, III II1-- XR,f:: _IC'aUe 4392 "?U at III IIII °o IIII U��,o I III' IIII AirQuest Environmental, Inc. ("AirQuest")performed a limited lead-based paint(LBP)inspection to identify surfaces coated with LBP and their general locations within select areas of the interior and exterior of the single-family residence located at 2805 Flagler Avenue, Key West, Florida 33040 ("the site"). The inspection was performed on February 15, 2024, by AirQuest Industrial Hygienist Adrian Amicucci, a US Environmental Protection Agency (EPA) certified LBP inspector. The inspection was conducted to determine the presence of LBP in and adjacent to the windows and doors in the exterior envelope that will be impacted by upcoming renovations. If applicable, any ceilings and wall partitions that may be impacted during upgrades to the air handling system were also included. The LBP inspection was conducted using an x-ray fluorescence (XRF) instrument. LBP was defined as any paint containing more than 1.0 milligrams per square centimeter (mg/cm2) lead as indicated on the XRF. Based on the results of this LBP inspection, none of the recorded XRF readings were equal to or above the current US Department of Housing and Urban Development(HUD)regulatory limit of 1.0 mg/cm2. Project 419814 1 Limited Lead-Based Paint Survey 4393 AiiuQ;"?U as AirQuest Environmental, Inc. ("AirQuest")performed a limited lead-based paint(LBP)inspection to identify surfaces coated with LBP and their general locations within select areas of the interior and exterior of the single-family residence located at 2805 Flagler Avenue, Key West, Florida 33040 ("the site"). The inspection was performed on November 13, 2023, by AirQuest Industrial Hygienist Adrian Amicucci, a US Environmental Protection Agency (EPA) certified LBP inspector(see Appendix I). The inspection was conducted to determine the presence of LBP in and adjacent to the windows and doors in the exterior envelope that will be impacted by upcoming renovations. If applicable, any ceilings and wall partitions that may be impacted during upgrades to the air handling system were also included. The report was prepared in general accordance with "Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing" 2012 revision published by the US Department of Housing and Urban Development(HUD). A summary of the building materials associated with the facility investigated is presented below in Table 1. _IC'aMe 1[:=acflky [)esciropt:k)iri Each of the following building components was tested if paint was present. a 1 u 1I Single-Family Concrete Block 6itra � n �f "aim m �i Wood Frame Hardie Board Metal Wood& Metal Project 419814 2 Limited Lead-Based Paint Survey 4394 AiiuQ:"?U at ����: ��,,,���� .�,.......�� IIII �� Illk���������������� ��� IIII IIII������������� �������U��, ���U��,�o Illk����������������IIII.......��..I �,,,,�������� IIII������������� Illk1111111111111''c According to the EPA and HUD, all painted surfaces or components located in or on buildings constructed prior to 1978, are suspected to contain LBP. This assumption can be rebutted if a survey of each suspect painted surface or component has been conducted, and a minimum of one sample of each has been collected and proven not to contain LBP in quantities of greater than 0.5 percent by Flame Atomic Absorption Spectrometry (AAS) analysis or 1.0 milligrams per square centimeter (mg/cm2) by a direct reading X-Ray Fluorescence (XRF) testing device. In addition, EPA regulations require that LBP be abated prior to undertaking any type of renovations, which could potentially disturb these materials. The LBP inspection was performed by observing and sampling accessible painted surfaces on the interior and exterior of the building as per the survey methodology established by HUD. The inspector assigned A, B, C or D to the walls based on main entrance side as A, then rotating clockwise. A different visible color does not by itself result in a separate testing combination. Testing of the samples was performed using the Heuresis Corp. Pb200i XRF devices (Serial 42444). The XRF is a screening method currently recommended by HUD for analysis of lead levels in paint. The exact number of testing locations per area may vary depending on existing conditions. The XRF instrument exposes the painted surface to gamma radiation, causing the irradiated substance to emit a spectrum of characteristic frequencies. The frequencies which are characteristic of lead are singled out and measured by the instrument and converted into a number representing the amount of lead in the paint per unit area. At least three (3) calibration check readings were performed prior to the inspection. Additional calibration check readings were made every four (4) hours or after the inspection work was completed for the day, or according to the manufacturer's instructions,whichever was the most frequent. Calibration checks were performed before the instrument is turned off and again after it has warmed up. The performance characteristic sheet is included in Appendix II. Project 419814 3 Limited Lead-Based Paint Survey 4395 AiiuQ:"?U at I.. ""y IIII �IIII��� Cz I I IIII IIL C The results of the LBP inspection are presented in Appendix III. The LBP inspection was performed in the LBP inspection mode. The XRF sample results are reported in mg/cm2. LBP was defined as any paint containing more than 1.0 mg/cm2 lead as indicated on the XRF. Based on the results of this LBP inspection,none of the readings were equal to or above the current US HUD regulatory limit of 1.0 mg/cm2. Project 419814 4 Limited Lead-Based Paint Survey 4396 ii1(, at t, „�, mb�� Based on the results of this LBP inspection, g were none of the readings equal to or above the current P q US HUD regulatory limit of 1.0 mg/cm2. The results of this inspection indicate that lead in amounts greater than or equal to 1.0 mg/cm2 in paint WAS NOT found on select interior and exterior building components using the inspection protocol in Chapter 7 of the HUD Guidelines for the Evaluation and Control ofLead-Based Paint Hazards in Housing(2012 Revision). Therefore, this dwelling MAY qualify for the exemption in 24 CFR part 35 and 40 CFR part 745 for target housing being leased that is free of lead-based paint, as defined by the rule. This report should be kept by the inspector and should also be kept by the owner and all future owners for the life of the dwelling. Federal Disclosure Requirement A summary of this report must be provided to prospective tenants and purchasers of this property under Federal Law (24 CFR Part 35 and 40 CFR part 745) before they become obligated under a lease or sales contract. The complete report must also be provided to new purchasers and made available to new tenants. Landlords and sellers are also required to distribute an educational pamphlet and include standard warning language in their leases or sales contracts to ensure that parents have the information they need to protect their children from lead-based paint hazards. Occupational Safety and Health Administration (OSHA) Information for Contractors Under the present OSHA lead construction standard, all identified lead-containing materials affected by construction activities fall under the requirements of 29 CFR 1926. There are no current government guidelines defining a lead-based paint (LBP) or lead concentration that creates a hazardous atmosphere when disturbed. Based on current OSHA guidelines, for those employees who will be disturbing lead-containing paint, their employer must make an initial determination by monitoring employee exposure if any employee is exposed to lead at or above 30 micrograms per cubic meter for an eight-hour time weighted average(30 µg/m3 8-hour time weighted average). The employer must implement OSHA prescribed protective measures until they can demonstrate that the employee exposure is not more than the action level. In general, relatively low levels of lead were detected in the various coated surfaces surveyed. Depending on the degree and type of disturbance of these surfaces (i.e., sanding, cutting, or demolishing), employers may be required to implement varying degrees of OSHA prescribed protective measures. These protective measures must be maintained until it can be demonstrated that employee exposures do not exceed the action level. The employer should also implement and maintain a written compliance program detailing the protective measures they will utilize to control lead exposure during renovation activities. Disposal Considerations Lead containing materials may be subject to disposal restrictions. Prior to disposal, the contractor should characterize all wastes so that they are properly disposed of in accordance with all local, state and federal regulations. Project 419814 5 Limited Lead-Based Paint Survey 4397 AiiuQ;"?U at Due to the inaccessibility of some building elements, it is conceivable that all potential LBP may not have been located and identified. The investigations and methodology reflect our best efforts based upon the prevailing standard of care in the environmental industry. Project 419814 6 Limited Lead-Based Paint Survey 4398 Appendix Certifications ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4399 C) C) Iq lim foluill# 1pmiM 47- 0 X 0 to #WIN U) I u" C: LO N cu C:) c cu cr) .2 0- _0 04 co 0 w C: CD� (1) LL- (U U) CN (-) U) c c CD a) Immulit $1.11,14 U) f!ll a) _0 CD 0 < U) cu -0 CU 0 0 < (D CL (a E E cu a) U) f-lof 0) a) 2 x 45 *mail, Q- (1) r cc How, -0 (D ca pollilluiII& VIR 2! 0 a- low* — C: CK3 wmuu x w Illu oIIIIUN 0 m cu 0 -9= �(D CL a) ca 11 rl _0 (U _0 cu a) 0 0 cu 0 114-0 u 4MR0 (D > (D �jj�,, L- = An 0 a) T) C: .2? E _0 4- 2! cu 0 a) a) w CD 10 (N Co C) LOCAI band co C) IV % L- 0 co a) C) _0 1 4- 0 (D CL 4- :3 /Appenclix Performance r ri is Sheet ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4401 HEURESIS PCS December 2015 Performance Characteristic Sheet EFFECTIVE DATE: December 1, 2015 MANUFACTURER AND MODEL: Make: Heuresis Models: Model Pb200i Source: 57Co, 5 mCi(nominal—new source) FIELD OPERATION GUIDANCE OPERATING PARAMETERS: Action Level mode XRF CALIBRATION CHECK LIMITS: 0.8 to 1.2 mg/cm2 (inclusive) SUBSTRATE CORRECTION: Not applicable INCONCLUSIVE RANGE OR THRESHOLD: ACTION LEVEL MODE SUBSTRATE THRESHOLD (mg/cm2) READING DESCRIPTION Results not corrected for substrate bias on any Brick 1.0 substrate Concrete 1.0 Drywall 1.0 Metal 1.0 Plaster 1.0 Wood 1.0 Page 1 of 4 4402 HEURESIS PCS December 2015 BACKGROUND INFORMATION EVALUATION DATA SOURCE AND DATE: This sheet is supplemental information to be used in conjunction with Chapter 7 of the HUD Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing ("HUD Guidelines"). Performance parameters shown on this sheet are calculated using test results on building components in the HUD archive. Testing was conducted on 146 test samples in November 2015, with two separate instruments running software version 2.1-2 in Action Level test mode. The actual source strength of each instrument on the day of testing was approximately 2.0 mCi; source ages were approximately one year. OPERATING PARAMETERS Performance parameters shown in this sheet are applicable only when properly operating the instrument using the manufacturer's instructions and procedures described in Chapter 7 of the HUD Guidelines. XRF CALIBRATION CHECK: The calibration of the XRF instrument should be checked using the paint film nearest 1.0 mg/cm2 in the NIST Standard Reference Material (SRM) used (e.g., for NIST SRM 2579, use the 1.02 mg/cm2 film). If the average (rounded to 1 decimal place) of three readings is outside the acceptable calibration check range, follow the manufacturer's instructions to bring the instrument into control before XRF testing proceeds. SUBSTRATE CORRECTION VALUE COMPUTATION: Chapter 7 of the HUD Guidelines provides guidance on correcting XRF results for substrate bias. Supplemental guidance for using the paint film nearest 1.0 mg/cm2 for substrate correction is provided: XRF results are corrected for substrate bias by subtracting from each XRF result a correction value determined separately in each house for single-family housing or in each development for multifamily housing, for each substrate. The correction value is an average of XRF readings taken over the NIST SRM paint film nearest to 1.0 mg/cm2 at test locations that have been scraped bare of their paint covering. Compute the correction values as follows: Using the same XRF instrument, take three readings on a bare substrate area covered with the NIST SRM paint film nearest 1 mg/cm2. Repeat this procedure by taking three more readings on a second bare substrate area of the same substrate covered with the NIST SRM. Compute the correction value for each substrate type where XRF readings indicate substrate correction is needed by computing the average of all six readings as shown below. For each substrate type (the 1.02 mg/cm2 NIST SRM is shown in this example; use the actual lead loading of the NIST SRM used for substrate correction): Correction value = (1 st+ 2nd + 3rd + 4th + 5th + 6th Reading)/6 - 1.02 mg/cm2 Repeat this procedure for each substrate requiring substrate correction in the house or housing development. EVALUATING THE QUALITY OF XRF TESTING: Randomly select ten testing combinations for retesting from each house or from two randomly selected units in multifamily housing. Conduct XRF re-testing at the ten testing combinations selected for retesting. Page 2 of 4 4403 HEURESIS PCS December 2015 Determine if the XRF testing in the units or house passed or failed the test by applying the steps below. Compute the Retest Tolerance Limit by the following steps: Determine XRF results for the original and retest XRF readings. Do not correct the original or retest results for substrate bias. In single-family and multi-family housing, a result is defined as a single reading. Therefore, there will be ten original and ten retest XRF results for each house or for the two selected units. Calculate the average of the original XRF result and the retest XRF result for each testing combination. Square the average for each testing combination. Add the ten squared averages together. Call this quantity C. Multiply the number C by 0.0072. Call this quantity D. Add the number 0.032 to D. Call this quantity E. Take the square root of E. Call this quantity F. Multiply F by 1.645. The result is the Retest Tolerance Limit. Compute the average of all ten original XRF readings. Compute the average of all ten re-test XRF readings. Find the absolute difference of the two averages. If the difference is less than the Retest Tolerance Limit, the inspection has passed the retest. If the difference of the overall averages equals or exceeds the Retest Tolerance Limit, this procedure should be repeated with ten new testing combinations. If the difference of the overall averages is equal to or greater than the Retest Tolerance Limit a second time,then the inspection should be considered deficient. Use of this procedure is estimated to produce a spurious result approximately 1% of the time. That is, results of this procedure will call for further examination when no examination is warranted in approximately 1 out of 100 dwelling units tested. TESTING TIMES: In the Action Level paint test mode, the instrument takes the longest time to complete readings close to the Federal standard of 1.0 mg/cm2. The table below shows the mean and standard deviation of actual reading times by reading level for paint samples during the November 2015 archive testing. The tested instruments reported readings to one decimal place. No significant differences in reading times by substrate were observed. These times apply only to instruments with the same source strength as those tested (2.0 mCi). Instruments with stronger sources will have shorter reading times and those with weaker sources, longer reading times, than those in the table. Mean and Standard Deviation of Reading Times in Action Level Mode by Reading Level Reading (mg/cm2) Mean Reading Time (seconds) Standard Deviation (seconds) <0.7 3.48 0.47 0.7 7.29 1.92 0.8 13.95 1.78 0.9— 1.2 15.25 0.66 1.3 — 1.4 6.08 2.50 > 1.5 3.32 0.05 Page 3 of 4 4404 HEURESIS PCS December 2015 CLASSIFICATION OF RESULTS: XRF results are classified as positive if they are greater than or equal to the stated threshold for the instrument (1.0 mg/cm2), and negative if they are less than the threshold. DOCUMENTATION: A report titled Methodology for XRF Performance Characteristic Sheets (EPA 747-R-95-008) provides an explanation of the statistical methodology used to construct the data in the sheets, and provides empirical results from using the recommended inconclusive ranges or thresholds for specific XRF instruments. The report may be downloaded at -characteristic-sheets-epa-747-r-95- 008�mber-1997. This XRF Performance Characteristic Sheet(PCS)was developed by QuanTech, Inc., under a contract with the XRF manufacturer. Page 4 of 4 4405 AppendixIII TableXRF ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4406 ti 0 N c-I m c-I a-I a-I a-I m m m N m c-I d' cy d' m c-I N N d' o O O O O o O O O O O O O O O o 0 0 0 o O O O o O O O O O O O O o O O O O O O O O O > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > bu bu bu bu bu bu bu bu bu bu bu w w w w w w w w w bu bu bu bu bu bu bu bu bu bu bu w w w w w w w w w bu bu aj aj aj aj aj aj aj aj aj aj aj aj aj aj aj aj aj aj aj aj aj aj aj aj aj aj aj aj aj aj aj aj aj aj aj aj aj aj aj aj aj aj z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti - - - - - - - - - - - - - - ti N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ //////, f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 f0 d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d O O O O O l I ol ol 1 0 O O O O O O O O O O O O O O O O O OOO OOO C7 C7 C7 C7 C7 CC7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 bA E E E E E O E E E E E E E E E E E E E E E O O O O o v o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E E E 0 0 0 0 0 v v v v v v v o 0 0 0 0 0 0 0 0 0 0 0 0 0 v v v o 0 0 E t t t t t t t t t t t O o 0 to to to to to .c ;c ;c ;c ;c o u u u u u Y Y v v v v v v v v v v v v v v a Y Y Y �, C C C C C p p p O O O Y Y Y Y Y Y Y m m m m m m m m m m m m m m m Y Y Y OJ OJ OJ J J J J J In N N N N N z z z z z z z z z J C C C O O O s s s CCC CCC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC OCC O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m m m U U U Q Q Q Q Q U U U U U U U U U U U Q Q Q O O O U U U U O O O Q Q Q m m m 3 0 0 0 0 3 0 0 0 0 3 3 0 0 0 0 0 3 0 0 0 0 0 0 3 0 0 0 3 0 0 3 3 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 �,.%%%%%% T N OJ OJ OJ T N OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ NY T IT t t t t t t t t t t t t t t t t t t t t t t aj aj aj aj aj Ft Ft �f bA bA _ 0 A v c v o v •bvA O o _ o° o° o° o°° ° = OO E o o o o o0 m m o u m U m m o m u u U U lD co N m Ln a—I m W N W N N Ln m O m m d' m m Ln lD N N m lD I, N I, d' lD m I, cy mW W N N m'ii v1 .ti m .ti d' O m Ln d' 71 t Lnm m O m Ln .ti d' O m .ti m , Ln 71 Ln d' I? d' Ln INLn 7i d' Ln 7i Cn Ln I? IN m d' Ln Ln a—I a—I N N N m d' d' d' Ln to I, n n W W Ol m N N m m d' m m m to to I, n W c-I a—I a—I m m m a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O i \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ Ln m m Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln m Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I '.. N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N c cy N m d' Ln W cn O �--� N m d' Ln to I, cocn O �--� N m d' m to I, W m O �--� N m d' m to I, W m O �--� N + 2 co 0 Iq O O O O O O O O O O O O O O O O .� v v v v v v v v v v v v v v v v v v v > > > > > > > > > > > > > > > > > > > is is is is is is is is is is is is is is is is — — ou ou ou ou ou ou ou ou ou ou ou ou ou ou ou ou •�+ '�+ '�+ v v v v v v v v v v v v v v v v o 0 0 z z z z z z z z z z z z z z z z a a a ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti N N N N N N N N N N N N N N N N OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ U U U U U U U U U U U U U U U U O O O O O O O O O O O O O O O O d d d d d d d d d d d d d d d d O O O O O O O O 01010 O O O O O O O O O O O O O O O O O O O O O I l l l 1 E E C C O O w w O O = = U U � Y N N Y Y m m C C C O O O O O O O O O O O O O O O O O O O O O O O O O O OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ S S S K K K K X X X X X X X X X X X X = - - w U U U m m Q Q Q Q m m m U U U U 0 0 0 0 O ?� O ?� O O O O O O O O O O O O O >, O >, O O O O O O O O O O O O OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ OJ t t t t t t t t t t t t t t t t E E . ~ U ~ U ~ U U �p bA f0 bA O O O C = O = O = = 0 = O -0 = -0 = m OO '6 fa OO '6 fa fa OO '6 aj U U m m m m zt m I, to m a-I N m m Ln O m O I, N c-I N O N O N O N V1 m O N V1 O N d' 7i N 7i m V1 a a a a a a a a a a a Ln Ln Ln Ln Ln Ln Ln Ln ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti N N N N N N N N N N N N N N N N N N N O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I a-I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ N N N N N N N N N N N N N N N N N N N d' d' d' d' d' d' d' V1 Ln Ln Ln Ln Ln Ln Ln Ln Ln lD lD AiirQt,,iest Project #19814 III ............. ar'i d ei bIIIr, ............e�ad ................ Parcel 23 Pickett, Kevin 2815 Flagler Avenue Key West, 33040 Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Garden, Florida 33418 )ecei'n[:)eir 19., 2023 ,Ai R u i" s ,r E N '\,,r I ON M E N T A L C. ....... .................................................................. . ....................... ............................................................... ...............('8'1 SmA I I S�I nN n I i I�'-mdni C,-i I I I 'I" "hol in PPA) I .�...r......... 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PAGE 1 EXECUTIVE SUMMARY 1 2 INTRODUCTION AND SITE DESCRIPTION 2 3 SURVEY PROCEDURES 3 4 SURVEY RESULTS 4 5 CONCLUSIONS AND LIMITATIONS 5 TABL.,E, ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Table 1- Facility Description.......................................................................................................... 2 APPENDICES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .pp eiri lb(s: II eirtaficatk)iris .pp eiri lb(, IIIIII Peirfoirimairice Cha iraca.elHstac Sheet dpp eiri lb(, III III II-- XR,f:: _IC'aUe 4411 "?U at III IIII °o� IIII U��,o I III' IIII AirQuest Environmental, Inc. ("AirQuest")performed a limited lead-based paint(LBP)inspection to identify surfaces coated with LBP and their general locations within select areas of the interior and exterior of the single-family residence located at 2815 Flagler Avenue, Florida 33040 ("the site"). The inspection was performed on November 15, 2023, by AirQuest Industrial Hygienist Adrian Amicucci, a US Environmental Protection Agency (EPA) certified LBP inspector. The inspection was conducted to determine the presence of LBP in and adjacent to the windows and doors in the exterior envelope that will be impacted by upcoming renovations. If applicable, any ceilings and wall partitions that may be impacted during upgrades to the air handling system were also included. The LBP inspection was conducted using an x-ray fluorescence (XRF) instrument. LBP was defined as any paint containing more than 1.0 milligrams per square centimeter (mg/cm2) lead as indicated on the XRF. Based on the results of this LBP inspection, XRF readings equal to or above the current US HUD regulatory limit of 1.0 mg/cm2 were recorded on the following components: ➢ Exterior Wall "C"white wood Project 419814 1 Limited Lead-Based Paint Survey 4412 AiiuQ;"?U as AirQuest Environmental, Inc. ("AirQuest")performed a limited lead-based paint(LBP)inspection to identify surfaces coated with LBP and their general locations within select areas of the interior and exterior of the single-family residence located at 2815 Flagler Avenue, Key West, Florida 33040 ("the site"). The inspection was performed on November 15, 2023, by AirQuest Industrial Hygienist Adrian Amicucci, a US Environmental Protection Agency (EPA) certified LBP inspector(see Appendix I). The inspection was conducted to determine the presence of LBP in and adjacent to the windows and doors in the exterior envelope that will be impacted by upcoming renovations. If applicable, any ceilings and wall partitions that may be impacted during upgrades to the air handling system were also included. The report was prepared in general accordance with "Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing" 2012 revision published by the US Department of Housing and Urban Development(HUD). A summary of the building materials associated with the facility investigated is presented below in Table 1. _IC'aMe 1[:=acflky [)esciropt:k)iri Each of the following building components was tested if paint was present. a 1 u 1I Single-Family Wood 6itra � Concrete NY,ra, ,' ransite Panels Wood&Metal Wood& Metal Project 419814 2 Limited Lead-Based Paint Survey 4413 AiiuQ:"?U at ����: ��,,,���� .�,.......�� IIII �� Illk���������������� ��� IIII IIII������������� �������U��, ���U��,�o Illk����������������IIII.......��..I �,,,,�������� IIII������������� Illk1111111111111''c According to the EPA and HUD, all painted surfaces or components located in or on buildings constructed prior to 1978, are suspected to contain LBP. This assumption can be rebutted if a survey of each suspect painted surface or component has been conducted, and a minimum of one sample of each has been collected and proven not to contain LBP in quantities of greater than 0.5 percent by Flame Atomic Absorption Spectrometry (AAS) analysis or 1.0 milligrams per square centimeter (mg/cm2) by a direct reading X-Ray Fluorescence (XRF) testing device. In addition, EPA regulations require that LBP be abated prior to undertaking any type of renovations, which could potentially disturb these materials. The LBP inspection was performed by observing and sampling accessible painted surfaces on the interior and exterior of the building as per the survey methodology established by HUD. The inspector assigned A, B, C or D to the walls based on main entrance side as A, then rotating clockwise. A different visible color does not by itself result in a separate testing combination. Testing of the samples was performed using the Heuresis Corp. Pb200i XRF devices (Serial 42444). The XRF is a screening method currently recommended by HUD for analysis of lead levels in paint. The exact number of testing locations per area may vary depending on existing conditions. The XRF instrument exposes the painted surface to gamma radiation, causing the irradiated substance to emit a spectrum of characteristic frequencies. The frequencies which are characteristic of lead are singled out and measured by the instrument and converted into a number representing the amount of lead in the paint per unit area. At least three (3) calibration check readings were performed prior to the inspection. Additional calibration check readings were made every four (4) hours or after the inspection work was completed for the day, or according to the manufacturer's instructions,whichever was the most frequent. Calibration checks were performed before the instrument is turned off and again after it has warmed up. The performance characteristic sheet is included in Appendix II. Project 419814 3 Limited Lead-Based Paint Survey 4414 AiiuQ:"?U at I.. ""y IIII � IIII���� Cz I I IIII IIL C The results of the LBP inspection are presented in Appendix III. The LBP inspection was performed in the LBP inspection mode. The XRF sample results are reported in mg/cm2. LBP was defined as any paint containing more than 1.0 mg/cm2 lead as indicated on the XRF. Based on the results of this LBP inspection, XRF readings equal to or above the current US HUD regulatory limit of 1.0 mg/cm were recorded on the following components: ➢ Exterior Wall "C"white wood Project 419814 4 Limited Lead-Based Paint Survey 4415 ii1(, at t, „�, mb�� P Based on the results of this LBP inspection, g e XRF readings ������qual to or above the current US HUD regulatory limit of 1.0 mg/ cm were recorded on the following components: ➢ Exterior Wall "C"white wood The results of this inspection indicate that lead in amounts greater than or equal to 1.0 mg/cm2 in paint WAS found on select interior and exterior building components using the inspection protocol in Chapter 7 of the HUD Guidelines for the Evaluation and Control ofLead-Based Paint Hazards in Housing(2012 Revision). Therefore,this dwelling DOES NOT qualify for the exemption in 24 CFR part 35 and 40 CFR part 745 for target housing being leased that is free of lead-based paint, as defined by the rule. This report should be kept by the inspector and should also be kept by the owner and all future owners for the life of the dwelling. Federal Disclosure Requirement A summary of this report must be provided to prospective tenants and purchasers of this property under Federal Law (24 CFR Part 35 and 40 CFR part 745) before they become obligated under a lease or sales contract. The complete report must also be provided to new purchasers and made available to new tenants. Landlords and sellers are also required to distribute an educational pamphlet and include standard warning language in their leases or sales contracts to ensure that parents have the information they need to protect their children from lead-based paint hazards. Occupational Safety and Health Administration (OSHA) Information for Contractors Under the present OSHA lead construction standard, all identified lead-containing materials affected by construction activities falls under the requirements of 29 CFR 1926. There are no current government guidelines defining a lead-based paint(LBP)or lead concentration that creates a hazardous atmosphere when disturbed. Based on current OSHA guidelines, for those employees who will be disturbing lead-containing paint, their employer must make an initial determination by monitoring employee exposure if any employee is exposed to lead at or above 30 micrograms per cubic meter for an eight-hour time weighted average(30 µg/m3 8-hour time weighted average). The employer must implement OSHA prescribed protective measures until they can demonstrate that the employee exposure is not in excess of the action level. In general, relatively low levels of lead were detected in the various coated surfaces surveyed. Depending on the degree and type of disturbance of these surfaces (i.e. sanding, cutting, or demolishing), employers may be required to implement varying degrees of OSHA prescribed protective measures. These protective measures must be maintained until it can be demonstrated that employee exposures do not exceed the action level. The employer should also implement and maintain a written compliance program detailing the protective measures they will utilize to control lead exposure during renovation activities. Disposal Considerations Lead containing materials may be subject to disposal restrictions. Prior to disposal, the contractor should characterize all wastes so that they are properly disposed in accordance with all local, state and federal regulations. Project 419814 5 Limited Lead-Based Paint Survey 4416 AiiuQ;"?U at Due to the inaccessibility of some building elements, it is conceivable that all potential LBP may not have been located and identified. The investigations and methodology reflect our best efforts based upon the prevailing standard of care in the environmental industry. Project 419814 6 Limited Lead-Based Paint Survey 4417 Appendix Certifications ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4418 lim foluill# 1pmiM 47- 0 X 0 to wowsw CN ca 4� LO N cu C:) c cu cr) .2 0- _0 04 co 0 w C: CD� (1) LL- (U U) CN (-) U) c c a a) Immulit U) a) _0 CD 0 < U) cu -0 CU 0 0 < CL w E 0 .(I) cu a) U) f-lof 0) a) 2 x 45 *mail, Q- (1) r cc How, -0 w � L— (f) c (D p CL ollilluiII& co low* CK3 wmuu x to Illu oIIIIUN 0 m cu 0 -9= �(D CL a) ca 11 rl _0 (U 6 _0 cu CD a) 0 a) 0 Imak-# cu 0 14-0 u 4MR0 (D > (D �jj�,, L- = An 0 a) T) C: .2? E _0 4- 2! cu 0 a) a) w CD 10 (N Co C) LOCAI band co C) IV % L- 0 co a) C) _0 1 4- 0 (D CL 4- :3 /Appenclix Performance r ri is Sheet ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4420 HEURESIS PCS December 2015 Performance Characteristic Sheet EFFECTIVE DATE: December 1, 2015 MANUFACTURER AND MODEL: Make: Heuresis Models: Model Pb200i Source: 57Co, 5 mCi(nominal—new source) FIELD OPERATION GUIDANCE OPERATING PARAMETERS: Action Level mode XRF CALIBRATION CHECK LIMITS: 0.8 to 1.2 mg/cm2 (inclusive) SUBSTRATE CORRECTION: Not applicable INCONCLUSIVE RANGE OR THRESHOLD: ACTION LEVEL MODE SUBSTRATE THRESHOLD (mg/cm2) READING DESCRIPTION Results not corrected for substrate bias on any Brick 1.0 substrate Concrete 1.0 Drywall 1.0 Metal 1.0 Plaster 1.0 Wood 1.0 Page 1 of 4 4421 HEURESIS PCS December 2015 BACKGROUND INFORMATION EVALUATION DATA SOURCE AND DATE: This sheet is supplemental information to be used in conjunction with Chapter 7 of the HUD Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing ("HUD Guidelines"). Performance parameters shown on this sheet are calculated using test results on building components in the HUD archive. Testing was conducted on 146 test samples in November 2015, with two separate instruments running software version 2.1-2 in Action Level test mode. The actual source strength of each instrument on the day of testing was approximately 2.0 mCi; source ages were approximately one year. OPERATING PARAMETERS Performance parameters shown in this sheet are applicable only when properly operating the instrument using the manufacturer's instructions and procedures described in Chapter 7 of the HUD Guidelines. XRF CALIBRATION CHECK: The calibration of the XRF instrument should be checked using the paint film nearest 1.0 mg/cm2 in the NIST Standard Reference Material (SRM) used (e.g., for NIST SRM 2579, use the 1.02 mg/cm2 film). If the average (rounded to 1 decimal place) of three readings is outside the acceptable calibration check range, follow the manufacturer's instructions to bring the instrument into control before XRF testing proceeds. SUBSTRATE CORRECTION VALUE COMPUTATION: Chapter 7 of the HUD Guidelines provides guidance on correcting XRF results for substrate bias. Supplemental guidance for using the paint film nearest 1.0 mg/cm2 for substrate correction is provided: XRF results are corrected for substrate bias by subtracting from each XRF result a correction value determined separately in each house for single-family housing or in each development for multifamily housing, for each substrate. The correction value is an average of XRF readings taken over the NIST SRM paint film nearest to 1.0 mg/cm2 at test locations that have been scraped bare of their paint covering. Compute the correction values as follows: Using the same XRF instrument, take three readings on a bare substrate area covered with the NIST SRM paint film nearest 1 mg/cm2. Repeat this procedure by taking three more readings on a second bare substrate area of the same substrate covered with the NIST SRM. Compute the correction value for each substrate type where XRF readings indicate substrate correction is needed by computing the average of all six readings as shown below. For each substrate type (the 1.02 mg/cm2 NIST SRM is shown in this example; use the actual lead loading of the NIST SRM used for substrate correction): Correction value = (1 st+ 2nd + 3rd + 4th + 5th + 6th Reading)/6 - 1.02 mg/cm2 Repeat this procedure for each substrate requiring substrate correction in the house or housing development. EVALUATING THE QUALITY OF XRF TESTING: Randomly select ten testing combinations for retesting from each house or from two randomly selected units in multifamily housing. Conduct XRF re-testing at the ten testing combinations selected for retesting. Page 2 of 4 4422 HEURESIS PCS December 2015 Determine if the XRF testing in the units or house passed or failed the test by applying the steps below. Compute the Retest Tolerance Limit by the following steps: Determine XRF results for the original and retest XRF readings. Do not correct the original or retest results for substrate bias. In single-family and multi-family housing, a result is defined as a single reading. Therefore, there will be ten original and ten retest XRF results for each house or for the two selected units. Calculate the average of the original XRF result and the retest XRF result for each testing combination. Square the average for each testing combination. Add the ten squared averages together. Call this quantity C. Multiply the number C by 0.0072. Call this quantity D. Add the number 0.032 to D. Call this quantity E. Take the square root of E. Call this quantity F. Multiply F by 1.645. The result is the Retest Tolerance Limit. Compute the average of all ten original XRF readings. Compute the average of all ten re-test XRF readings. Find the absolute difference of the two averages. If the difference is less than the Retest Tolerance Limit, the inspection has passed the retest. If the difference of the overall averages equals or exceeds the Retest Tolerance Limit, this procedure should be repeated with ten new testing combinations. If the difference of the overall averages is equal to or greater than the Retest Tolerance Limit a second time,then the inspection should be considered deficient. Use of this procedure is estimated to produce a spurious result approximately 1% of the time. That is, results of this procedure will call for further examination when no examination is warranted in approximately 1 out of 100 dwelling units tested. TESTING TIMES: In the Action Level paint test mode, the instrument takes the longest time to complete readings close to the Federal standard of 1.0 mg/cm2. The table below shows the mean and standard deviation of actual reading times by reading level for paint samples during the November 2015 archive testing. The tested instruments reported readings to one decimal place. No significant differences in reading times by substrate were observed. These times apply only to instruments with the same source strength as those tested (2.0 mCi). Instruments with stronger sources will have shorter reading times and those with weaker sources, longer reading times, than those in the table. Mean and Standard Deviation of Reading Times in Action Level Mode by Reading Level Reading (mg/cm2) Mean Reading Time (seconds) Standard Deviation (seconds) <0.7 3.48 0.47 0.7 7.29 1.92 0.8 13.95 1.78 0.9— 1.2 15.25 0.66 1.3 — 1.4 6.08 2.50 > 1.5 3.32 0.05 Page 3 of 4 4423 HEURESIS PCS December 2015 CLASSIFICATION OF RESULTS: XRF results are classified as positive if they are greater than or equal to the stated threshold for the instrument (1.0 mg/cm2), and negative if they are less than the threshold. DOCUMENTATION: A report titled Methodology for XRF Performance Characteristic Sheets (EPA 747-R-95-008) provides an explanation of the statistical methodology used to construct the data in the sheets, and provides empirical results from using the recommended inconclusive ranges or thresholds for specific XRF instruments. The report may be downloaded at -characteristic-sheets-epa-747-r-95- 008�mber-1997. This XRF Performance Characteristic Sheet(PCS)was developed by QuanTech, Inc., under a contract with the XRF manufacturer. 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Parcel 38 Anderson, Ruth 2816 Staples Avenue Key West, Florida 33040 Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Garden, Florida 33418 )ecei,n[:)eir 19., 2023 ,Ai R u i�, s ,r E N '\,,r I ON M E N T A L C. .............. ��-d......................... ........... 4428 68"'1 Sn PPP) CER".rOCA-nor,4 AG III ..............."I'lI'llI'll'll""I'll""I'll",'ll""I'll""I'll'llI'llI'llI'llI'll",'llI'llI'll",'llI'llI',',,,',,,',,II..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,',,II..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,'llII..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,'llI'llI'll",lI..............."I'l""I'll""I'll'llI'llI'll",'llI'llI'll'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""II...................... ............. a s e d a r'i hrrid'ted ar'ld x1,[",e� e a d III r'i sIIIe ct o r'i &te: Parcel 38 - Anderson, Ruth 2816 Staples Avenue Key West, Florida 33040 AirQuest Project #19814 Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Gardens, Florida 33418 AirQuest Environmental, Inc. 6851 Southwest 45th Street Fort Lauderdale, Florida 33314 Adrian Amicucci Lead Inspector LBP-1-1203850-1 )eceirn[:)er' 19., 2023 ii 4429 TA IB III...,III OF C ol°a4" IIE l°a4"r s ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... PAGE 1 EXECUTIVE SUMMARY 1 2 INTRODUCTION AND SITE DESCRIPTION 2 3 SURVEY PROCEDURES 3 4 SURVEY RESULTS 4 5 CONCLUSIONS AND LIMITATIONS 5 TABL.,E, ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Table 1- Facility Description..........................................................................................................2 APPENDICES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .pp eiri lb(s: II eirtaficatk)iris .pp eiri lb(, IIIIII Peirfoirimairice Cha iraca.elHstac Sheet dpp eiri lb(, III III II-- XR,f:: _IC'aUe 4430 "?U at III IIII °o� IIII U��,o I III' IIII AirQuest Environmental, Inc. ("AirQuest")performed a limited lead-based paint(LBP)inspection to identify surfaces coated with LBP and their general locations within select areas of the interior and exterior of the single-family residence located at 2816 Staples Avenue, Key West, Florida 33040 ("the site"). The inspection was performed on November 16, 2023, by AirQuest Industrial Hygienist Adrian Amicucci, a US Environmental Protection Agency (EPA) certified LBP inspector. The inspection was conducted to determine the presence of LBP in and adjacent to the windows and doors in the exterior envelope that will be impacted by upcoming renovations. If applicable, any ceilings and wall partitions that may be impacted during upgrades to the air handling system were also included. The LBP inspection was conducted using an x-ray fluorescence (XRF) instrument. LBP was defined as any paint containing more than 1.0 milligrams per square centimeter (mg/cm2) lead as indicated on the XRF. Based on the results of this LBP inspection, none of the recorded XRF readings were equal to or above the current US Department of Housing and Urban Development(HUD)regulatory limit of 1.0 mg/cm2. Project 419814 1 Limited Lead-Based Paint Survey 4431 AiiuQ;"?U as AirQuest Environmental, Inc. ("AirQuest")performed a limited lead-based paint(LBP)inspection to identify surfaces coated with LBP and their general locations within select areas of the interior and exterior of the single-family residence located at 2816 Staples Avenue, Key West, Florida 33040 ("the site"). The inspection was performed on November 16, 2023, by AirQuest Industrial Hygienist Adrian Amicucci, a US Environmental Protection Agency (EPA) certified LBP inspector(see Appendix I). The inspection was conducted to determine the presence of LBP in and adjacent to the windows and doors in the exterior envelope that will be impacted by upcoming renovations. If applicable, any ceilings and wall partitions that may be impacted during upgrades to the air handling system were also included. The report was prepared in general accordance with "Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing" 2012 revision published by the US Department of Housing and Urban Development(HUD). A summary of the building materials associated with the facility investigated is presented below in Table 1. _IC'aMe 1[:=acflky [)esciropt:k)iri Each of the following building components was tested if paint was present. DI� ��r Single-Family ;" � , Wood N�tra, , Wood a, ,' n il,°'i n Particle Board n as Wood&Metal Wood& Metal Project 419814 2 Limited Lead-Based Paint Survey 4432 AiiuQ:"?U at ����: ��,,,���� .�,.......�� IIII �� Illk���������������� ��� IIII IIII������������� �������U��, ���U��,�o Illk����������������IIII.......��..I �,,,,�������� IIII������������� Illk1111111111111''c According to the EPA and HUD, all painted surfaces or components located in or on buildings constructed prior to 1978, are suspected to contain LBP. This assumption can be rebutted if a survey of each suspect painted surface or component has been conducted, and a minimum of one sample of each has been collected and proven not to contain LBP in quantities of greater than 0.5 percent by Flame Atomic Absorption Spectrometry (AAS) analysis or 1.0 milligrams per square centimeter (mg/cm2) by a direct reading X-Ray Fluorescence (XRF) testing device. In addition, EPA regulations require that LBP be abated prior to undertaking any type of renovations, which could potentially disturb these materials. The LBP inspection was performed by observing and sampling accessible painted surfaces on the interior and exterior of the building as per the survey methodology established by HUD. The inspector assigned A, B, C or D to the walls based on main entrance side as A, then rotating clockwise. A different visible color does not by itself result in a separate testing combination. Testing of the samples was performed using the Heuresis Corp. Pb200i XRF devices (Serial 42444). The XRF is a screening method currently recommended by HUD for analysis of lead levels in paint. The exact number of testing locations per area may vary depending on existing conditions. The XRF instrument exposes the painted surface to gamma radiation, causing the irradiated substance to emit a spectrum of characteristic frequencies. The frequencies which are characteristic of lead are singled out and measured by the instrument and converted into a number representing the amount of lead in the paint per unit area. At least three (3) calibration check readings were performed prior to the inspection. Additional calibration check readings were made every four (4) hours or after the inspection work was completed for the day, or according to the manufacturer's instructions,whichever was the most frequent. Calibration checks were performed before the instrument is turned off and again after it has warmed up. The performance characteristic sheet is included in Appendix II. Project 419814 3 Limited Lead-Based Paint Survey 4433 AiiuQ:"?U at I.. ""y IIII �IIII��� Cz I I IIII IIL C The results of the LBP inspection are presented in Appendix III. The LBP inspection was performed in the LBP inspection mode. The XRF sample results are reported in mg/cm2. LBP was defined as any paint containing more than 1.0 mg/cm2 lead as indicated on the XRF. Based on the results of this LBP inspection,none of the readings were equal to or above the current US HUD regulatory limit of 1.0 mg/cm2. Project 419814 4 Limited Lead-Based Paint Survey 4434 ii1(, at t, „�, mb�� Based on the results of this LBP inspection, g were none of the readings equal to or above the current P q US HUD regulatory limit of 1.0 mg/cm2. The results of this inspection indicate that lead in amounts greater than or equal to 1.0 mg/cm2 in paint WAS NOT found on select interior and exterior building components using the inspection protocol in Chapter 7 of the HUD Guidelines for the Evaluation and Control ofLead-Based Paint Hazards in Housing(2012 Revision). Therefore, this dwelling MAY qualify for the exemption in 24 CFR part 35 and 40 CFR part 745 for target housing being leased that is free of lead-based paint, as defined by the rule. This report should be kept by the inspector and should also be kept by the owner and all future owners for the life of the dwelling. Federal Disclosure Requirement A summary of this report must be provided to prospective tenants and purchasers of this property under Federal Law (24 CFR Part 35 and 40 CFR part 745) before they become obligated under a lease or sales contract. The complete report must also be provided to new purchasers and made available to new tenants. Landlords and sellers are also required to distribute an educational pamphlet and include standard warning language in their leases or sales contracts to ensure that parents have the information they need to protect their children from lead-based paint hazards. Occupational Safety and Health Administration (OSHA) Information for Contractors Under the present OSHA lead construction standard, all identified lead-containing materials affected by construction activities fall under the requirements of 29 CFR 1926. There are no current government guidelines defining a lead-based paint (LBP) or lead concentration that creates a hazardous atmosphere when disturbed. Based on current OSHA guidelines, for those employees who will be disturbing lead-containing paint, their employer must make an initial determination by monitoring employee exposure if any employee is exposed to lead at or above 30 micrograms per cubic meter for an eight-hour time weighted average(30 µg/m3 8-hour time weighted average). The employer must implement OSHA prescribed protective measures until they can demonstrate that the employee exposure is not more than the action level. In general, relatively low levels of lead were detected in the various coated surfaces surveyed. Depending on the degree and type of disturbance of these surfaces (i.e., sanding, cutting, or demolishing), employers may be required to implement varying degrees of OSHA prescribed protective measures. These protective measures must be maintained until it can be demonstrated that employee exposures do not exceed the action level. The employer should also implement and maintain a written compliance program detailing the protective measures they will utilize to control lead exposure during renovation activities. Disposal Considerations Lead containing materials may be subject to disposal restrictions. Prior to disposal, the contractor should characterize all wastes so that they are properly disposed of in accordance with all local, state and federal regulations. Project 419814 5 Limited Lead-Based Paint Survey 4435 AiiuQ;"?U at Due to the inaccessibility of some building elements, it is conceivable that all potential LBP may not have been located and identified. The investigations and methodology reflect our best efforts based upon the prevailing standard of care in the environmental industry. Project 419814 6 Limited Lead-Based Paint Survey 4436 Appendix Certifications ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4437 co m Iq lim foluill# 1pmiM 47- 0 X 0 to #WIN U) I wVat LO N cu C:) c cu cr) .2 0- _0 04 co 0 w C: CD� (1) LL- (U U) CN (-) U) c c a a) Immulit $1.11,14 U) f!ll a) _0 CD 0 < U) cu -0 CU 0 0 < (D CL (a E E cu a) U) f-lof 0) a) 2 x 45 *mail, Q- (1) r cc How, -0 (D ca pollilluiII& VIR 2! 0 co a- low* — C: CK3 wmuu x w Illu oIIIIUN 0 m cu 0 -9= �(D CL a) ca 11 rl _0 (U _0 cu a) 0 0 cu 0 114-0 u 4MR0 (D > (D �jj�,, L- = An 0 a) T) C: .2? E _0 4- 2! cu 0 a) a) w CD 10 (N Co C) LOCAI band co C) IV % L- 0 co a) C) _0 1 4- 0 (D CL 4- :3 /Appenclix Performance r ri is Sheet ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4439 HEURESIS PCS December 2015 Performance Characteristic Sheet EFFECTIVE DATE: December 1, 2015 MANUFACTURER AND MODEL: Make: Heuresis Models: Model Pb200i Source: 57Co, 5 mCi(nominal—new source) FIELD OPERATION GUIDANCE OPERATING PARAMETERS: Action Level mode XRF CALIBRATION CHECK LIMITS: 0.8 to 1.2 mg/cm2 (inclusive) SUBSTRATE CORRECTION: Not applicable INCONCLUSIVE RANGE OR THRESHOLD: ACTION LEVEL MODE SUBSTRATE THRESHOLD (mg/cm2) READING DESCRIPTION Results not corrected for substrate bias on any Brick 1.0 substrate Concrete 1.0 Drywall 1.0 Metal 1.0 Plaster 1.0 Wood 1.0 Page 1 of 4 4440 HEURESIS PCS December 2015 BACKGROUND INFORMATION EVALUATION DATA SOURCE AND DATE: This sheet is supplemental information to be used in conjunction with Chapter 7 of the HUD Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing ("HUD Guidelines"). Performance parameters shown on this sheet are calculated using test results on building components in the HUD archive. Testing was conducted on 146 test samples in November 2015, with two separate instruments running software version 2.1-2 in Action Level test mode. The actual source strength of each instrument on the day of testing was approximately 2.0 mCi; source ages were approximately one year. OPERATING PARAMETERS Performance parameters shown in this sheet are applicable only when properly operating the instrument using the manufacturer's instructions and procedures described in Chapter 7 of the HUD Guidelines. XRF CALIBRATION CHECK: The calibration of the XRF instrument should be checked using the paint film nearest 1.0 mg/cm2 in the NIST Standard Reference Material (SRM) used (e.g., for NIST SRM 2579, use the 1.02 mg/cm2 film). If the average (rounded to 1 decimal place) of three readings is outside the acceptable calibration check range, follow the manufacturer's instructions to bring the instrument into control before XRF testing proceeds. SUBSTRATE CORRECTION VALUE COMPUTATION: Chapter 7 of the HUD Guidelines provides guidance on correcting XRF results for substrate bias. Supplemental guidance for using the paint film nearest 1.0 mg/cm2 for substrate correction is provided: XRF results are corrected for substrate bias by subtracting from each XRF result a correction value determined separately in each house for single-family housing or in each development for multifamily housing, for each substrate. The correction value is an average of XRF readings taken over the NIST SRM paint film nearest to 1.0 mg/cm2 at test locations that have been scraped bare of their paint covering. Compute the correction values as follows: Using the same XRF instrument, take three readings on a bare substrate area covered with the NIST SRM paint film nearest 1 mg/cm2. Repeat this procedure by taking three more readings on a second bare substrate area of the same substrate covered with the NIST SRM. Compute the correction value for each substrate type where XRF readings indicate substrate correction is needed by computing the average of all six readings as shown below. For each substrate type (the 1.02 mg/cm2 NIST SRM is shown in this example; use the actual lead loading of the NIST SRM used for substrate correction): Correction value = (1 st+ 2nd + 3rd + 4th + 5th + 6th Reading)/6 - 1.02 mg/cm2 Repeat this procedure for each substrate requiring substrate correction in the house or housing development. EVALUATING THE QUALITY OF XRF TESTING: Randomly select ten testing combinations for retesting from each house or from two randomly selected units in multifamily housing. Conduct XRF re-testing at the ten testing combinations selected for retesting. Page 2 of 4 4441 HEURESIS PCS December 2015 Determine if the XRF testing in the units or house passed or failed the test by applying the steps below. Compute the Retest Tolerance Limit by the following steps: Determine XRF results for the original and retest XRF readings. Do not correct the original or retest results for substrate bias. In single-family and multi-family housing, a result is defined as a single reading. Therefore, there will be ten original and ten retest XRF results for each house or for the two selected units. Calculate the average of the original XRF result and the retest XRF result for each testing combination. Square the average for each testing combination. Add the ten squared averages together. Call this quantity C. Multiply the number C by 0.0072. Call this quantity D. Add the number 0.032 to D. Call this quantity E. Take the square root of E. Call this quantity F. Multiply F by 1.645. The result is the Retest Tolerance Limit. Compute the average of all ten original XRF readings. Compute the average of all ten re-test XRF readings. Find the absolute difference of the two averages. If the difference is less than the Retest Tolerance Limit, the inspection has passed the retest. If the difference of the overall averages equals or exceeds the Retest Tolerance Limit, this procedure should be repeated with ten new testing combinations. If the difference of the overall averages is equal to or greater than the Retest Tolerance Limit a second time,then the inspection should be considered deficient. Use of this procedure is estimated to produce a spurious result approximately 1% of the time. That is, results of this procedure will call for further examination when no examination is warranted in approximately 1 out of 100 dwelling units tested. TESTING TIMES: In the Action Level paint test mode, the instrument takes the longest time to complete readings close to the Federal standard of 1.0 mg/cm2. The table below shows the mean and standard deviation of actual reading times by reading level for paint samples during the November 2015 archive testing. The tested instruments reported readings to one decimal place. No significant differences in reading times by substrate were observed. These times apply only to instruments with the same source strength as those tested (2.0 mCi). Instruments with stronger sources will have shorter reading times and those with weaker sources, longer reading times, than those in the table. Mean and Standard Deviation of Reading Times in Action Level Mode by Reading Level Reading (mg/cm2) Mean Reading Time (seconds) Standard Deviation (seconds) <0.7 3.48 0.47 0.7 7.29 1.92 0.8 13.95 1.78 0.9— 1.2 15.25 0.66 1.3 — 1.4 6.08 2.50 > 1.5 3.32 0.05 Page 3 of 4 4442 HEURESIS PCS December 2015 CLASSIFICATION OF RESULTS: XRF results are classified as positive if they are greater than or equal to the stated threshold for the instrument (1.0 mg/cm2), and negative if they are less than the threshold. DOCUMENTATION: A report titled Methodology for XRF Performance Characteristic Sheets (EPA 747-R-95-008) provides an explanation of the statistical methodology used to construct the data in the sheets, and provides empirical results from using the recommended inconclusive ranges or thresholds for specific XRF instruments. The report may be downloaded at -characteristic-sheets-epa-747-r-95- 008�mber-1997. This XRF Performance Characteristic Sheet(PCS)was developed by QuanTech, Inc., under a contract with the XRF manufacturer. Page 4 of 4 4443 AppendixIII TableXRF ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4444 .-I N .-I N m ri N .-I N .-I N .-I .-I N .-I N N m ri m ri N .-I .-I .-I m ri N .-I N N N .-I m N .-I .-I m O O O O O O a. v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u „I O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O '.C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 -OO -OO -OO -OO -OO -OO -OO -O -OO� > > > > m m m m m m U U U U {�: �i 0 0 0 0 0 0 Y Y Y Y Y Y ate+ ate+ ate+ ate+ ate+ ate+ ate+ ate+ CO CO CO CO CO CO CO CO CO CO a0+ a0+ a0+ a0+ a0+ a0+ J J J J J J J J J LL LL LL LL LL LL LL W W W W W W W W W W O O O O O O O O Z Z Z Z Z Z Z Z Z Z , .. O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O — — (p -O -O -O — — — — (p -O -O -O — — — — (p >O >O >O >O >O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 s��! 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O O O o v v v v v v v v v v v v v v v v �o �o �o �o x x x x x x x x x x x x x x x x w w w w w w w w w w w w w w w w u u 0 m m m u u u u u 0 0 0 Q Q Q Q Q 0 0 0 0 0 0 0 0 0 0 0 0 -oo �, �, U1 O O O O O O O U1 O U1 O O O O U L L L L L L L L L N L L L L L L L Ul E E — o — - - 0 — o 0 0 0 - - o 0 0 0 3 0 0 3 3 3 3 3 0 0 0 O m m m m O w m m w m N m a lfl ri m lfl S O N lfl N lfl lfl ri N N O m � 0 io m. � m O 0 o m m 7 7 n n n W �n �n �n �n �n 0 0 0 0 0 0 999999999 ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti m m m m m m m m m m m m m m m m m m m m N N N N N N N N N N N N N N N N N N N N O O O O O O O O O O O O O O O O O O O O N N N N N N N N N N N N N N N N N N N N -------------------- rl ri rl ri rl ri rl ri rl ri rl ri rl ri rl ri rl ri rl ri N N N N N N N N N N N N N N N N N N N N rl ri rl ri rl ri rl ri rl ri rl ri rl ri rl ri rl ri rl ri �fl lD I� W Ol O ti N m � �Il lD I� W Ol O N m � N N N N N m m m m m m m m m m C C C C C O O O O O O O O O O O O O O O O O O O O AiirQt,,iest Project #19814 III ............. ar'i d ei bIIIr, ............e�ad ................ Parcel 40 Laswell, Jim 2824 Staples Avenue Key West, Florida 33040 Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Garden, Florida 33418 )ecei,n[:)eir 19., 2023 ,Ai R u i�, s ,r E N '\,,r I ON M E N T A L C. .............. ��-d......................... ........... 4447 68"'1 Sn PPP) CER".rOCA-nor,4 AG III ..............."I'lI'llI'll'll""I'll""I'll",'ll""I'll""I'll'llI'llI'llI'llI'll",'llI'llI'll",'llI'llI',',,,',,,',,II..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,',,II..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,'llII..............."I'lI'llI'll'll""I'll""I'll",'ll""I"llI'llI'll",'ll,'llI'llI'll",'llI'llI'll",'llI'llI'llI'll",'ll,'llI'llI'll",lI..............."I'l""I'll""I'll'llI'llI'll",'llI'llI'll'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""II...................... a s e d a r'i............. ar'ld x1,[",e� e a d III r'i sIIIe ct o r'i &te: Parcel 40 - Laswell, Jim 2824 Staples Avenue Key West, Florida 33040 AirQuest Project #19814 ii,e a ii,e(l 0 ii': Mr. Ryan Forney Project Manager Jacobs Project Management Co. 7108 Fairway Drive, Suite 170 Palm Beach Gardens, Florida 33418 AirQuest Environmental, Inc. 6851 Southwest 45th Street Fort Lauderdale, Florida 33314 Adrian Amicucci Lead Inspector LBP-1-1203850-1 )eceirn[:)er' 19., 2023 ii 4448 TA IB III...,III OF C ol°a4" IIE l°a4"r s ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... PAGE 1 EXECUTIVE SUMMARY 1 2 INTRODUCTION AND SITE DESCRIPTION 2 3 SURVEY PROCEDURES 3 4 SURVEY RESULTS 4 5 CONCLUSIONS AND LIMITATIONS 5 TABL.,E, ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Table 1- Facility Description..........................................................................................................2 APPENDICES ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... .pp eiri lb(s: II eirtalicatk)iris .pp eiri lb(, IIIIII Peirfoirimairice Cha iraca.elHstac Sheet dpp eiri lb(, III II1-- XR,f:: _IC'aUe 4449 "?U at III IIII °o� IIII U��,o I III' IIII AirQuest Environmental, Inc. ("AirQuest")performed a limited lead-based paint(LBP)inspection to identify surfaces coated with LBP and their general locations within select areas of the interior and exterior of the single-family residence located at 2824 Staples Avenue, Key West, Florida 33040 ("the site"). The inspection was performed on November 15, 2023, by AirQuest Industrial Hygienist Adrian Amicucci, a US Environmental Protection Agency (EPA) certified LBP inspector. The inspection was conducted to determine the presence of LBP in and adjacent to the windows and doors in the exterior envelope that will be impacted by upcoming renovations. If applicable, any ceilings and wall partitions that may be impacted during upgrades to the air handling system were also included. The LBP inspection was conducted using an x-ray fluorescence (XRF) instrument. LBP was defined as any paint containing more than 1.0 milligrams per square centimeter (mg/cm2) lead as indicated on the XRF. Based on the results of this LBP inspection, none of the recorded XRF readings were equal to or above the current US Department of Housing and Urban Development(HUD)regulatory limit of 1.0 mg/cm2. Project 419814 1 Limited Lead-Based Paint Survey 4450 AiiuQ;"?U as AirQuest Environmental, Inc. ("AirQuest")performed a limited lead-based paint(LBP)inspection to identify surfaces coated with LBP and their general locations within select areas of the interior and exterior of the single-family residence located at 2824 Staples Avenue, Key West, Florida 33040 ("the site"). The inspection was performed on November 15, 2023, by AirQuest Industrial Hygienist Adrian Amicucci, a US Environmental Protection Agency (EPA) certified LBP inspector(see Appendix I). The inspection was conducted to determine the presence of LBP in and adjacent to the windows and doors in the exterior envelope that will be impacted by upcoming renovations. If applicable, any ceilings and wall partitions that may be impacted during upgrades to the air handling system were also included. The report was prepared in general accordance with "Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing" 2012 revision published by the US Department of Housing and Urban Development(HUD). A summary of the building materials associated with the facility investigated is presented below in Table 1. _IC'aMe 1[:=acflky [)esciropt:k)iri Each of the following building components was tested if paint was present. DI� ��r Single-Family ;" � , Wood N�tra, , Wood NYtra, ,' 1P'iu Transite Panels Wood&Metal Wood& Metal Project 419814 2 Limited Lead-Based Paint Survey 4451 AiiuQ:"?U at ����: ��,,,���� .�,.......�� IIII �� Illk���������������� ��� IIII IIII������������� �������U��, ���U��,�o Illk����������������IIII.......��..I �,,,,�������� IIII������������� Illk1111111111111''c According to the EPA and HUD, all painted surfaces or components located in or on buildings constructed prior to 1978, are suspected to contain LBP. This assumption can be rebutted if a survey of each suspect painted surface or component has been conducted, and a minimum of one sample of each has been collected and proven not to contain LBP in quantities of greater than 0.5 percent by Flame Atomic Absorption Spectrometry (AAS) analysis or 1.0 milligrams per square centimeter (mg/cm2) by a direct reading X-Ray Fluorescence (XRF) testing device. In addition, EPA regulations require that LBP be abated prior to undertaking any type of renovations, which could potentially disturb these materials. The LBP inspection was performed by observing and sampling accessible painted surfaces on the interior and exterior of the building as per the survey methodology established by HUD. The inspector assigned A, B, C or D to the walls based on main entrance side as A, then rotating clockwise. A different visible color does not by itself result in a separate testing combination. Testing of the samples was performed using the Heuresis Corp. Pb200i XRF devices (Serial 42444). The XRF is a screening method currently recommended by HUD for analysis of lead levels in paint. The exact number of testing locations per area may vary depending on existing conditions. The XRF instrument exposes the painted surface to gamma radiation, causing the irradiated substance to emit a spectrum of characteristic frequencies. The frequencies which are characteristic of lead are singled out and measured by the instrument and converted into a number representing the amount of lead in the paint per unit area. At least three (3) calibration check readings were performed prior to the inspection. Additional calibration check readings were made every four (4) hours or after the inspection work was completed for the day, or according to the manufacturer's instructions,whichever was the most frequent. Calibration checks were performed before the instrument is turned off and again after it has warmed up. The performance characteristic sheet is included in Appendix II. Project 419814 3 Limited Lead-Based Paint Survey 4452 AiiuQ:"?U at I.. ""y IIII �IIII��� Cz I I IIII IIL C The results of the LBP inspection are presented in Appendix III. The LBP inspection was performed in the LBP inspection mode. The XRF sample results are reported in mg/cm2. LBP was defined as any paint containing more than 1.0 mg/cm2 lead as indicated on the XRF. Based on the results of this LBP inspection,none of the readings were equal to or above the current US HUD regulatory limit of 1.0 mg/cm2. Project 419814 4 Limited Lead-Based Paint Survey 4453 ii1(, at t, „�, mb�� Based on the results of this LBP inspection, g were none of the readings equal to or above the current P q US HUD regulatory limit of 1.0 mg/cm2. The results of this inspection indicate that lead in amounts greater than or equal to 1.0 mg/cm2 in paint WAS NOT found on select interior and exterior building components using the inspection protocol in Chapter 7 of the HUD Guidelines for the Evaluation and Control ofLead-Based Paint Hazards in Housing(2012 Revision). Therefore, this dwelling MAY qualify for the exemption in 24 CFR part 35 and 40 CFR part 745 for target housing being leased that is free of lead-based paint, as defined by the rule. This report should be kept by the inspector and should also be kept by the owner and all future owners for the life of the dwelling. Federal Disclosure Requirement A summary of this report must be provided to prospective tenants and purchasers of this property under Federal Law (24 CFR Part 35 and 40 CFR part 745) before they become obligated under a lease or sales contract. The complete report must also be provided to new purchasers and made available to new tenants. Landlords and sellers are also required to distribute an educational pamphlet and include standard warning language in their leases or sales contracts to ensure that parents have the information they need to protect their children from lead-based paint hazards. Occupational Safety and Health Administration (OSHA) Information for Contractors Under the present OSHA lead construction standard, all identified lead-containing materials affected by construction activities fall under the requirements of 29 CFR 1926. There are no current government guidelines defining a lead-based paint (LBP) or lead concentration that creates a hazardous atmosphere when disturbed. Based on current OSHA guidelines, for those employees who will be disturbing lead-containing paint, their employer must make an initial determination by monitoring employee exposure if any employee is exposed to lead at or above 30 micrograms per cubic meter for an eight-hour time weighted average(30 µg/m3 8-hour time weighted average). The employer must implement OSHA prescribed protective measures until they can demonstrate that the employee exposure is not more than the action level. In general, relatively low levels of lead were detected in the various coated surfaces surveyed. Depending on the degree and type of disturbance of these surfaces (i.e., sanding, cutting, or demolishing), employers may be required to implement varying degrees of OSHA prescribed protective measures. These protective measures must be maintained until it can be demonstrated that employee exposures do not exceed the action level. The employer should also implement and maintain a written compliance program detailing the protective measures they will utilize to control lead exposure during renovation activities. Disposal Considerations Lead containing materials may be subject to disposal restrictions. Prior to disposal, the contractor should characterize all wastes so that they are properly disposed of in accordance with all local, state and federal regulations. Project 419814 5 Limited Lead-Based Paint Survey 4454 AiiuQ;"?U at Due to the inaccessibility of some building elements, it is conceivable that all potential LBP may not have been located and identified. The investigations and methodology reflect our best efforts based upon the prevailing standard of care in the environmental industry. Project 419814 6 Limited Lead-Based Paint Survey 4455 Appendix Certifications ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4456 I- LO Iq lim foluill# 1pmiM 47- 0 X 0 to #WIN U) I wVat LO N cu C:) c cu cr) .2 0- _0 04 co 0 w C: CD� (1) LL- (U U) CN (-) U) c c a a) Immulit $1.11,14 U) f!ll a) _0 CD 0 < U) cu -0 CU 0 0 < (D CL (a E E cu a) U) f-lof 0) a) 2 x 45 *mail, Q- (1) r cc How, -0 (D ca pollilluiII& VIR 2! 0 a- low* — C: CK3 wmuu x w Illu oIIIIUN 0 m cu 0 -9= �(D CL a) ca 11 rl _0 (U _0 cu a) 0 0 cu 0 114-0 u 4MR0 (D > (D �jj�,, L- = An 0 a) T) C: .2? E _0 4- 2! cu 0 a) a) w CD 10 (N Co C) LOCAI band co C) IV % L- 0 co a) C) _0 1 4- 0 (D CL 4- :3 /Appenclix Performance r ri is Sheet ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4458 HEURESIS PCS December 2015 Performance Characteristic Sheet EFFECTIVE DATE: December 1, 2015 MANUFACTURER AND MODEL: Make: Heuresis Models: Model Pb200i Source: 57Co, 5 mCi(nominal—new source) FIELD OPERATION GUIDANCE OPERATING PARAMETERS: Action Level mode XRF CALIBRATION CHECK LIMITS: 0.8 to 1.2 mg/cm2 (inclusive) SUBSTRATE CORRECTION: Not applicable INCONCLUSIVE RANGE OR THRESHOLD: ACTION LEVEL MODE SUBSTRATE THRESHOLD (mg/cm2) READING DESCRIPTION Results not corrected for substrate bias on any Brick 1.0 substrate Concrete 1.0 Drywall 1.0 Metal 1.0 Plaster 1.0 Wood 1.0 Page 1 of 4 4459 HEURESIS PCS December 2015 BACKGROUND INFORMATION EVALUATION DATA SOURCE AND DATE: This sheet is supplemental information to be used in conjunction with Chapter 7 of the HUD Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing ("HUD Guidelines"). Performance parameters shown on this sheet are calculated using test results on building components in the HUD archive. Testing was conducted on 146 test samples in November 2015, with two separate instruments running software version 2.1-2 in Action Level test mode. The actual source strength of each instrument on the day of testing was approximately 2.0 mCi; source ages were approximately one year. OPERATING PARAMETERS Performance parameters shown in this sheet are applicable only when properly operating the instrument using the manufacturer's instructions and procedures described in Chapter 7 of the HUD Guidelines. XRF CALIBRATION CHECK: The calibration of the XRF instrument should be checked using the paint film nearest 1.0 mg/cm2 in the NIST Standard Reference Material (SRM) used (e.g., for NIST SRM 2579, use the 1.02 mg/cm2 film). If the average (rounded to 1 decimal place) of three readings is outside the acceptable calibration check range, follow the manufacturer's instructions to bring the instrument into control before XRF testing proceeds. SUBSTRATE CORRECTION VALUE COMPUTATION: Chapter 7 of the HUD Guidelines provides guidance on correcting XRF results for substrate bias. Supplemental guidance for using the paint film nearest 1.0 mg/cm2 for substrate correction is provided: XRF results are corrected for substrate bias by subtracting from each XRF result a correction value determined separately in each house for single-family housing or in each development for multifamily housing, for each substrate. The correction value is an average of XRF readings taken over the NIST SRM paint film nearest to 1.0 mg/cm2 at test locations that have been scraped bare of their paint covering. Compute the correction values as follows: Using the same XRF instrument, take three readings on a bare substrate area covered with the NIST SRM paint film nearest 1 mg/cm2. Repeat this procedure by taking three more readings on a second bare substrate area of the same substrate covered with the NIST SRM. Compute the correction value for each substrate type where XRF readings indicate substrate correction is needed by computing the average of all six readings as shown below. For each substrate type (the 1.02 mg/cm2 NIST SRM is shown in this example; use the actual lead loading of the NIST SRM used for substrate correction): Correction value = (1 st+ 2nd + 3rd + 4th + 5th + 6th Reading)/6 - 1.02 mg/cm2 Repeat this procedure for each substrate requiring substrate correction in the house or housing development. EVALUATING THE QUALITY OF XRF TESTING: Randomly select ten testing combinations for retesting from each house or from two randomly selected units in multifamily housing. Conduct XRF re-testing at the ten testing combinations selected for retesting. Page 2 of 4 4460 HEURESIS PCS December 2015 Determine if the XRF testing in the units or house passed or failed the test by applying the steps below. Compute the Retest Tolerance Limit by the following steps: Determine XRF results for the original and retest XRF readings. Do not correct the original or retest results for substrate bias. In single-family and multi-family housing, a result is defined as a single reading. Therefore, there will be ten original and ten retest XRF results for each house or for the two selected units. Calculate the average of the original XRF result and the retest XRF result for each testing combination. Square the average for each testing combination. Add the ten squared averages together. Call this quantity C. Multiply the number C by 0.0072. Call this quantity D. Add the number 0.032 to D. Call this quantity E. Take the square root of E. Call this quantity F. Multiply F by 1.645. The result is the Retest Tolerance Limit. Compute the average of all ten original XRF readings. Compute the average of all ten re-test XRF readings. Find the absolute difference of the two averages. If the difference is less than the Retest Tolerance Limit, the inspection has passed the retest. If the difference of the overall averages equals or exceeds the Retest Tolerance Limit, this procedure should be repeated with ten new testing combinations. If the difference of the overall averages is equal to or greater than the Retest Tolerance Limit a second time,then the inspection should be considered deficient. Use of this procedure is estimated to produce a spurious result approximately 1% of the time. That is, results of this procedure will call for further examination when no examination is warranted in approximately 1 out of 100 dwelling units tested. TESTING TIMES: In the Action Level paint test mode, the instrument takes the longest time to complete readings close to the Federal standard of 1.0 mg/cm2. The table below shows the mean and standard deviation of actual reading times by reading level for paint samples during the November 2015 archive testing. The tested instruments reported readings to one decimal place. No significant differences in reading times by substrate were observed. These times apply only to instruments with the same source strength as those tested (2.0 mCi). Instruments with stronger sources will have shorter reading times and those with weaker sources, longer reading times, than those in the table. Mean and Standard Deviation of Reading Times in Action Level Mode by Reading Level Reading (mg/cm2) Mean Reading Time (seconds) Standard Deviation (seconds) <0.7 3.48 0.47 0.7 7.29 1.92 0.8 13.95 1.78 0.9— 1.2 15.25 0.66 1.3 — 1.4 6.08 2.50 > 1.5 3.32 0.05 Page 3 of 4 4461 HEURESIS PCS December 2015 CLASSIFICATION OF RESULTS: XRF results are classified as positive if they are greater than or equal to the stated threshold for the instrument (1.0 mg/cm2), and negative if they are less than the threshold. DOCUMENTATION: A report titled Methodology for XRF Performance Characteristic Sheets (EPA 747-R-95-008) provides an explanation of the statistical methodology used to construct the data in the sheets, and provides empirical results from using the recommended inconclusive ranges or thresholds for specific XRF instruments. The report may be downloaded at -characteristic-sheets-epa-747-r-95- 008�mber-1997. This XRF Performance Characteristic Sheet(PCS)was developed by QuanTech, Inc., under a contract with the XRF manufacturer. Page 4 of 4 4462 AppendixIII TableXRF ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4463 O N N N N m m m N ci O N O O m m N N m ci m ci ci O ci N N N ci ci m ci N N N N ci N ci ci N ci N O N N N m ci O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O ', Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul 19F O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O tHOH O O O O O O O O OHOHOHO Ul Ul Ul Ul Ul Ul WD WD WD WD WD WD WD WD FD FD FD FD FD Ul Ul Ul Ul Ul Ul Ul U) Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul Ul U) - - - Ul 2 2 2 2 2 i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 cDcDcDcDcDcDcDcDcDcDcDcDcDcDcDcD (D cDcDcDcDcD0 00000000cDcDcDcDcDcDcDcDcDcD E E E E E E E E E E E E E E E E E E 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Y > > > > > > -6 v v v v v v v v m m m m m m m m m m m E E E E E E w m m m m m m m m u, w w w w w w w w w •. •. •. •. •. •. •. •. 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Jones & Conde, LLC AirQuest Environmental, Inc. Revised May 2024 4466 Key West International Airport Noise Insulation Program - Group 1 TABLE OF CONTENTS -VOLUME 4 of 4 CONSTRUCTION DRAWINGS Section I -Architectural, Mechanical & Electrical Plans Address Sheet No's. 1. 2801 Venetian Drive Al 2. 2827 Venetian Drive Al 3. 2916 Riviera Drive Al 4. 2924 Riviera Drive Al, M1, E1 5. 2918 Flagler Avenue Al 6. 2919 Riviera Drive Al 7. 3014 Flagler Avenue Al 8. 2930 Riviera Drive Al, M1, M2, E1 9. 3000 Flagler Avenue Al 10. 1604 Bahama Drive Al 11. 2805 Flagler Avenue Al 12. 2824 Staples Avenue Al 13. 2816 Staples Avenue Al, M1, E1 14. 2815 Flagler Avenue Al, M1, E1 Section II—Window and Door Style Sheets & Schedules Section III—Window and Door Installation Guidelines Section IV—Typical Project Details TABLE OF CONTENTS 4467 SECTION I ARCHITECTURAL , MECHANICAL & ELECTRICAL PLANS 4468 N, c msie� g m o ° 0t 0�=� E"�Pea °uo a �a z rl H F a o d 6 LL O r' a �� z O U ¢ O 0 z w O o O W o m O 0 F- T O a O J Y O a. 0' 0 — J LL m o� U)J LL ZWo 0 J W Ir On Q o o 0 Z W O I J J � � 0 in g � � w az Ai Q o o - _ z- _ _ �d ,— �.� _ tee.= __ _➢� o — _ _ -- _ a ooa - W OX Z o oZJ f opoF Q a Nioo Q - a ° mlu W2 G W - 8 wdlgt9 VLOL/61/'6mpd-109LNVI13N3n-l-10992/IlNiaOn -109LNVI13N3AvdVNFI\913 Vd/Ma/ldl-odINVN 10992\Si33rOod\�lidl.eunsayl-anl lo\G �b o .� A v zF � i o N, c msie� g m o ° 0 0�=� er a °uo a s z rl O O O 0 w LL O W 0 W 0 Q o � a O Y > O w o 0 co ir 0 F- U) 0 Z O00 w 00 z N o zZ J U)0 Df ad X� - w U) 0 O LL o Z O O m m 00 O z oL o_ o o 0 Z W O m m O J � � in g � � w O a ° DODO IL oo o m aw a - �_ E w - _ - 32 oOX w 3 a 3 3 3 0 ; Qoio`a z�£pz Z o oZJ f opoF Q a Nioo Q lt QQW oU W Fi9_ 2� —d 2 G wUW WO - 8 -99—bLQL/dl 5-Pd3[—NVI13Nan-1099e\sdmludYL9LNVI13N3AsdVNF\5l3 Vd�Ma\ld,.odINVN 10ee--r-d-jdI.eIIay1-anI Io\G F ? o� q r �mN, -Z �a F Y Z O I w Z 2 O w Cu w O O 0 a I 00 O O �z Z Ow Q 00 O p 0 Q � as - U)0 Oo wa J O " O o(> O J Of O z m O O 0 O m m O m o Y0z O O O n o. 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STORM SIDELIGHT PANEL SIX PANEL DOOR FAN LITE DOOR 6 LITE DOOR EXAWPLE SP-TAN-SP-SP TAN -TANDEM DOOR IN-SWING FIBERGLASS PRIME DOOR&OUT-SWING ALUMINUM FULL-LITE STORM DOOR OPTIONS: DOOR FINISH:WHITE(WH)OR DARK BRONZE(DB) DOOR MATERIAL: VINYL(ACOUSTICAL) ESL-2P ESL-3P ESL-4P EXT.GLIDING EXT.GLIDING EXT.GLIDING 2-PANEL DOOR 3-PANEL DOOR 4-PANEL DOOR ESL-SLIDING GLASS VINYL DOOR MAX.SIZE 96"w.X 84"h. OPTIONS: DOOR FINISH:WHITE(WH)OR DARK BRONZE(DB) DOOR MATERIAL: ALUMINUM(ACOUSTICAL) HSL-XO OR OX EXT.GLIDING 2-PANEL DOOR HSL-HIGH PERFORMANCE ACOUSTICAL SLIDING GLASS ALUMINUM DOOR OPTIONS: ❑ ❑❑❑❑ DOOR FINISH:PAINTED(PT)OR STAINED(ST). ❑ DOOR MATERIAL: WOOD FWF NIL IW2 We SOLID CORE FLUSH FULL LOUVER 2-PANEL 6-PANEL IW-INTERIOR WOOD DOORS AT NEW AC CLOSETS OR GARAGE SEPARATION PROJECT: DRAWING NUMBER: KEY WEST INTERNATIONAL AIRPORT S7_Z NOISE INSULATION PROGRAM-GROUP 1 DOOR &WINDOW STYLES 4495 WINDOW STYLES ' I0 DHW FINISH OPTIONS: WHITE(WH)OR DARK BRONZE(DB) GLASS TINT: GRAY,BRONZE OR BLUE GREEN ALUMINUM ACOUSTICAL HUNG WINDOW ul o x' X o x GLW-xo GLW-ox GLw-xox FINISH OPTIONS: WHITE(WH)OR DARK BRONZE(DB) GLASS TINT: GRAY,BRONZE OR BLUE GREEN ALUMINUM ACOUSTICAL GLIDING WINDOW "V INDICATES OPERABLE PANEL(AS VIEWED FROM EXTERIOR) 11 OSw FINISH OPTIONS: WHITE(WH)OR DARK BRONZE(DB) GLASS TINT: GRAY,BRONZE OR BLUE GREEN ALUMINUM ACOUSTICAL CASEMENT WINDOW SEE FLOOR PLAN FOR LEFT OR RIGHT OPERATION OO FXW FINISH OPTIONS: WHITE(WH)OR DARK BRONZE(DB) ALUMINUM ACOUSTICAL FIXED WINDOW DH-S GL-S FX-S IOP-SKY FINISH OPTIONS: WHITE(WH)OR DARK BRONZE(DB) ALUMINUM ACOUSTICAL SECONDARY STORM WINDOW(INTERIOR MOUNTED) "V INDICATES OPERABLE PANEL(AS VIEWED FROM EXTERIOR) PROJECT: DRAWING NUMBER: KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM-GROUP 1 ST-2 DOOR &WINDOW STYLES 4496 KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM GROUP 1 OWNER APPROVAL: DOOR SCHEDULE ADDRESS: 2801 VENETIAN DR. EXISTING DOOR REPLACEMENT DOOR COMMENTS zcr Ex a 0 GLASS TINTEx O W O J O U Q JO O co E o x x 0 x ~ - a 0 0 0 O R c W Ex Ex o 0 o O o w o F w O o o w ? w ai Ex w Ex Lu Ex J Q Q Mu a' W > a' a' a' W a' W a' 3 x CD ? m � a a m a co c7 a m a m BF YES GB AC AL PT WH NO NO YES YES PK NO WD BH VY ST DB GY GY NO NO SL CO FG WH BR BR SEE DOOR SW CM TYPE SELECTION DB BG BG FX NO SHEETS PN RU A 36 80 SW NO WD NO ESW-1P VY WH BG-OB NO NO 70 ABBREVIATIONS AC-ACCORDION BH-BAHAMA DB-DARK BRONZE GB-GYP.BD. HU-HUNG PN-PANEL SL-SLIDING VY-VINYL AL- ALUMINUM BR-BRONZE FN-FAN GL-GLIDING JL-JALOUSIE PK-POCKET ST-STAINED WD-WOOD AW-AWNING CO-COLONIAL FG-FIBERGLASS GN-GREEN MT-METAL PT-PAINTED SW-SWING WH-WHITE BG-BLUE GREEN CM-CLAM FX-FIXED GY-GRAY NO-NONE RU-ROLLUP VG-VISION GLASS BF-BIFOLD CS-CASEMENT OB-OBSCURED 4497 KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM GROUP 1 OWNER APPROVAL WINDOW SCHEDULE ADDRESS:2801 VENETIAN DR. EXISTING WINDOWS REPLACEMENT WINDOWS COMMENTS L) z F w IT a L w a F p a Y H = co W Jcr _ �' W to J O p N Q Q p W > a' H � J OF Y J w O W a' W 0 �i 2 H C7 H to to H U C7 U w m w to AW X/X GB AC SEE GY YES WH YES CS NO WD BH WINDOW BR NO DB NO FX CO TYPES BG GL CM NO HU NO JL PN RU 1 21 47 HU 6/6 WD NO BATHROOM NO ACTION 2 37 59 HU 6/6 WD NO DHW BG YES WH 70 NO EMERGENCY ESCAPE AND RESCUE OPENING 3 37 59 HU 6/6 WD NO DHW BG YES WH 70 NO EMERGENCY ESCAPE AND RESCUE OPENING 4 37 59 HU 6/6 WD NO DHW BG YES WH 70 NO 5 37 59 HU 6/6 WD NO DHW BG YES WH 70 NO 6 37 59 HU 6/6 WD NO DHW BG YES WH 70 NO EMERGENCY ESCAPE AND RESCUE OPENING 7 37 59 HU 6/6 WD NO DHW BG YES WH 70 NO EMERGENCY ESCAPE AND RESCUE OPENING 8 37 59 HU 6/6 WD NO DHW BG YES WH 70 NO EMERGENCY ESCAPE AND RESCUE OPENING 9 29 39 HU 6/6 WD NO DHW BG YES WH 70 NO ABBREVIATIONS AC-ACCORDION BH-BAHAMA DB-DARK BRONZE GB-GYP.BOARD HU-HUNG PN-PANEL SL-SLIDING VY-VINYL AL- ALUMINUM BR-BRONZE FN-FAN GL-GLIDING JL-JALOUSIE PK-POCKET ST-STAINED WD-WOOD AW-AWNING CO-COLONIAL FG-FULL GLASS GN-GREEN MT-METAL PT-PAINTED SW-SWING WH-WHITE BG-BLUE GREEN CM-CLAM FX-FIXED GR-GRAY NO-NONE RU-ROLLUP VG-VISION GLASS BF-BIFOLD CS-CASEMENT OB-OBSCURED 4498 KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM GROUP 1 OWNER APPROVAL: DOOR SCHEDULE ADDRESS: 2827 VENETIAN DR. EXISTING DOOR REPLACEMENT DOOR COMMENTS z a xo GLASS TINT O W O J O U Q 0 O co o x x xo x ~ - a O O p m � w a O O o O o w o w F w O o o a o ui w z W 5 CD J Q co W > a' a' a' W a' W a' 3 x c7 ? coa a m a � CD a s a s BF YES GB AC AL PT WH NO NO YES YES PK NO WD BH VY ST DB GY GY NO NO SL CO SEE DOOR FG WH BR BR SW CM TYPE SELECTION DB BG BG FX NO SHEETS PN RU A 36 82 SW NO NO ESW-1P VY DB BG-OB NO NO 70 REVERSE SWING AS SHOWN ON PLAN B 32 81 SW NO NO ESW-1P VY DB BG-OB NO NO 70 REVERSE HAND AT S-HOWNON PLAN C 74 82 SL NO PN HSL-OX AL DB BG NO YES 70 ABBREVIATIONS AC-ACCORDION BH-BAHAMA DB-DARK BRONZE GB-GYP.BD. HU-HUNG PN-PANEL SL-SLIDING VY-VINYL AL- ALUMINUM BR-BRONZE FN-FAN GL-GLIDING JL-JALOUSIE PK-POCKET ST-STAINED WD-WOOD AW-AWNING CO-COLONIAL FG-FIBERGLASS GN-GREEN MT-METAL PT-PAINTED SW-SWING WH-WHITE BG-BLUE GREEN CM-CLAM FX-FIXED GY-GRAY NO-NONE RU-ROLLUP VG-VISION GLASS BF-BIFOLD CS-CASEMENT OB-OBSCURED 4499 KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM GROUP 1 OWNER APPROVAL WINDOW SCHEDULE ADDRESS:2827 VENETIAN DR. EXISTING WINDOWS REPLACEMENT WINDOWS COMMENTS Z cn U y � W d N a' Z w w Oa' O a cn p p a W J = d' W cn fn J O p fn Q w fn N FFe }- 0U' �U d' d w N AW X/X GB AC SEE GY YES WH YES CS NO WD BH WINDOW BR NO DB NO FX CO TYPES BG GL CM NO HU NO JL PN RU 1 26 38 HU 2/2 TL BATHROOM WINDOW-NO ACTION 2 36 52 HU 2/2 GB CM DHW BG NO WH 70 YES 3 36 52 HU 2/2 GB CM DHW BG NO WH 70 YES EMERGENCY ESCAPE AND RESCUE OPENING 4 36 52 HU 2/2 GB CM DHW BG NO WH 70 YES EMERGENCY ESCAPE AND RESCUE OPENING 5 36 52 HU 2/2 GB CM DHW BG NO WH 70 YES 6 30 14 AW NO TL NO BATHROOM WINDOW-NO ACTION 7 36 37 HU 2/2 GB CM DHW BG NO WH 70 YES 8 72 52 HU/HU 2/2 GB CM GLW-XO BG NO WH 70 YES 9 37 37 HU 6/6 WD CM DHW BG NO WH 70 YES 10 37 37 HU 6/6 WD CM DHW BG NO WH 70 YES 11 37 37 HU 6/6 WD PN DHW BG NO WH 70 YES 12 70 52 HU/HU 2/2 GB CM GLW-XO BG NO WH 70 YES ABBREVIATIONS AC-ACCORDION BH-BAHAMA DB-DARK BRONZE GB-GYP.BOARD HU-HUNG PN-PANEL SL-SLIDING VY-VINYL AL- ALUMINUM BR-BRONZE FN-FAN GL-GLIDING JL-JALOUSIE PK-POCKET ST-STAINED WD-WOOD AW-AWNING CO-COLONIAL FG-FULL GLASS GN-GREEN MT-METAL PT-PAINTED SW-SWING WH-WHITE BG-BLUE GREEN CM-CLAM FX-FIXED GR-GRAY NO-NONE RU-ROLLUP VG-VISION GLASS BF-BIFOLD CS-CASEMENT OB-OBSCURED 4500 KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM GROUP 1 OWNER APPROVAL: DOOR SCHEDULE ADDRESS: 2916 RIVIERA DR. EXISTING DOOR REPLACEMENT DOOR COMMENTS z GLASS TINT 0 w o of 0 L) ~ 0 0 co Q 0 U W Ex E S2 a 0 0 0 0o 0 co R � w a 0 0 0 0 0 w o a E C7 W J W co m: ExW 0 W � J Q 0 O N _ H O uj W Q W > �' ~ > a' Ex Ex a' W a' W a' 3 x c7 ? m a a m a co c7 a m a s BF YES GB AC AL PT WH NO NO YES YES PK NO WD BH VY ST DB GY GY NO NO SL CO SEE DOOR FG WH BR BR SW CM TYPE SELECTION DB BG BG FX NO SHEETS OB PN RU OWNER REQUEST TO A 54 83 SP-SW-SP YES GB NO ESW-lP-SP VY WH NO-OB NO NO 70 SALVAGE DOOR.NEW DOOR ONLY ONE SIDELIGHT DUE TO WIDTH. B 36 82 SW NO WD NO ESW-lP VY WH NO NO NO 70 ABBREVIATIONS AC-ACCORDION BH-BAHAMA DB-DARK BRONZE GB-GYP.BD. HU-HUNG PN-PANEL SL-SLIDING VG-VISION GLASS AL- ALUMINUM BR-BRONZE FN-FAN GL-GLIDING JL-JALOUSIE PK-POCKET ST-STAINED VY-VINYL AW-AWNING CO-COLONIAL FG-FIBERGLASS GN-GREEN MT-METAL PT-PAINTED SW-SWING WD-WOOD BG-BLUE GREEN CM-CLAM FX-FIXED GY-GRAY NO-NONE RU-ROLLUP TL-TILE WH-WHITE BF-BIFOLD CS-CASEMENT OB-OBSCURED SP-SIDELITE PNL 4501 KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM GROUP 1 OWNER APPROVAL WINDOW SCHEDULE ADDRESS:2916 RIVIERA DR. EXISTING WINDOWS REPLACEMENT WINDOWS COMMENTS Z cn U y � W d N a' Z w w Oa' O a cn p p a W J = d' W cn fn J O p fn Q w fn N FFe }- 0U' �U d' d w N AW X/X GB AC SEE GY YES WH YES CS NO WD BH WINDOW BR NO DB NO FX CO TYPES BG GL CM NO HU NO JL PN RU 1 111 38 AW/AW/AW NO GB PN DHW/DHW/DHW BG NO WH 70 YES EMERGENCY ESCAPE AND RESCUE WINDOW 2 111 38 AW/AW/AW NO GB PN DHW/DHW/DHW BG NO WH 70 YES EMERGENCY ESCAPE AND RESCUE WINDOW 3 37 38 AW NO GB PN DHW BG NO WH 70 YES PRE-WORK REMOVE INT.WOOD COVERING 4 37 38 AW NO TILE PN BATHROOM WINDOW-NO ACTION 5 37 38 AW NO GB PN DHW BG NO WH 70 YES PRE-WORK REMOVE EXT.PLYWOOD. 6 74 38 AW/AW NO GB NO DHW/DHW BG NO WH 70 NO EMERGENCY ESCAPE AND RESCUE WINDOW 7 37 24 NONE NO GB NO BATHROOM WINDOW NOT VISIBLE FROM EXT.-NO ACTION 8 111 63 AW/AW/AW NO GB PN DHW/DHW/DHW BG NO WH 70 YES 9 74 63 AW/AW NO GB PN DHW/DHW BG NO WH 70 YES 10 74 63 AW/AW NO GB PN DHW/DHW BG NO WH 70 YES EMERGENCY ESCAPE AND RESCUE WINDOW 11 111 63 AW/AW/AW NO GB NO DHW/DHW/DHW BG NO WH 70 NO PRE-WORK REMOVE INT.WOOD COVERING 12 55 39 AW NO NO NO DHW BG NO WH 70 NO PRE-WORK REMOVE INT.WOOD COVERING 13 74 63 AW/AW NO GB PN DHW/DHW BG NO WH 70 YES EMERGENCY ESCAPE AND RESCUE WINDOW ABBREVIATIONS AC-ACCORDION BH-BAHAMA DB-DARK BRONZE GB-GYP.BOARD HU-HUNG PN-PANEL SL-SLIDING VG-VISION GLASS AL- ALUMINUM BR-BRONZE FN-FAN GL-GLIDING JL-JALOUSIE PK-POCKET ST-STAINED VY-VINYL AW-AWNING CO-COLONIAL FG-FULL GLASS GN-GREEN MT-METAL PT-PAINTED SW-SWING WD-WOOD BG-BLUE GREEN CM-CLAM FX-FIXED GR-GRAY NO-NONE RU-ROLLUP TL-TILE WH-WHITE BF-BIFOLD CS-CASEMENT OB-OBSCURED 4502 KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM GROUP 1 OWNER APPROVAL: DOOR SCHEDULE ADDRESS:2924 RIVIERA DR. EXISTING DOOR REPLACEMENT DOOR COMMENTS z a xo GLASS TINT O W O J O U Q 0 O co o x x xo x ~ - a O O p m � w a O O o O o w o w F w O o o a o ui w z W 5 CD J Q co W > a' a' a' W a' W a' 3 x c7 ? coa a m a � CD a s a s BF YES GB AC AL PT WH NO NO YES YES PK NO WD BH VY ST DB GY GY NO NO SL CO SEE DOOR FG WH BR BR SW CM TYPE SELECTION DB BG BG FX NO SHEETS SP PN RU A 36 80 SW NO GB NO EXISTING IMPACT RATED DOOR TO REMAIN B 30 80 SW NO GB NO ESW-lP VY WH GY-OB NO NO 70 REVERSE DOOR SWING TO LHOS C 72 80 SL NO GB NO HSL-XO AL WH GY NO NO 70 ABBREVIATIONS AC-ACCORDION BH-BAHAMA DB-DARK BRONZE GB-GYP.BD. HU-HUNG PN-PANEL SL-SLIDING VG-VISION GLASS AL- ALUMINUM BR-BRONZE FN-FAN GL-GLIDING JL-JALOUSIE PK-POCKET ST-STAINED VY-VINYL AW-AWNING CO-COLONIAL FG-FIBERGLASS GN-GREEN MT-METAL PT-PAINTED SW-SWING WD-WOOD BG-BLUE GREEN CM-CLAM FX-FIXED GY-GRAY NO-NONE RU-ROLLUP TL-TILE WH-WHITE BF-BIFOLD CS-CASEMENT OB-OBSCURED SP-SIDELIGHT PNL 4503 KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM GROUP 1 OWNER APPROVAL WINDOW SCHEDULE ADDRESS:2924 RIVIERA DR. EXISTING WINDOWS REPLACEMENT WINDOWS COMMENTS L) z C5 In F w a a a z w w co ui Ex = Ex O a F p a a' C7 co W J W � JEx W coJ O 0 � Q 0. J (3 W ui O H J �i = H C�7 ? co co U t�7 OU a Ex co AW X/X GB AC SEE GY YES WH YES CS NO WD BH WINDOW BR NO DB NO FX CO TYPES BG GL CM NO HU NO JL PN RU 1 112 39 JL/JL.JL NO GB NO GLW-XOX GY NO WH 70 NO EMERGENCY ESCAPE AND RESCUE OPENINNG 2 112 39 JL/JL.JL NO GB NO GLW-XOX GY NO WH 70 NO 3 37 39 GL NO GB NO BATHROOM WINDOW-NO ACTION 4 74 1 51 GL NO GB NO CLOSET WINDOW-NO ACTION 5 72 18 FX NO GB NO FXW GY NO WH 70 NO 6 69 63 GL NO GB NO GLW-XO GY NO WH 70 NO EMERGENCY ESCAPE AND RESCUE OPENINNG 7 39 63 GL NO GB NO DHW GY NO WH 70 NO 8 39 63 GL NO GB NO DHW GY NO WH 70 NO 9 69 63 GL NO GB NO GLW-XO GY NO WH 70 NO 10 38 38 AW NO NO NO GLW-XO GY NO WH 70 NO 11 26 26 AW NO NO NO BATHROOM WINDOW-NO ACTION 12 54 40 JL/JL NO NO NO UTILITY ROOM WINDOW-NO ACTION 13 101 62 GL NO GB AC GLW-XOX GY NO WH 70 NO 14 48 48 FX NO GB IOP-SKY NO NO WH INTERIOR SKYLIGHT 15 48 48 FX NO GB IOP-SKY NO NO WH INTERIOR SKYLIGHT ABBREVIATIONS AC-ACCORDION BH-BAHAMA DB-DARK BRONZE GB-GYP.BOARD HU-HUNG PN-PANEL SL-SLIDING VG-VISION GLASS AL- ALUMINUM BR-BRONZE FN-FAN GL-GLIDING JL-JALOUSIE PK-POCKET ST-STAINED VY-VINYL AW-AWNING CO-COLONIAL FG-FULL GLASS GN-GREEN MT-METAL PT-PAINTED SW-SWING WD-WOOD BG-BLUE GREEN CM-CLAM FX-FIXED GR-GRAY NO-NONE RU-ROLLUP TL-TILE WH-WHITE BF-BIFOLD CS-CASEMENT OB-OBSCURED 4504 KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM GROUP 1 OWNER APPROVAL: DOOR SCHEDULE ADDRESS: 2918 FLAGLER AVE. EXISTING DOOR REPLACEMENT DOOR COMMENTS z a xo GLASS TINT O W O J O U Q 0 O co o x x xo x ~ - a O O p m � w a O O o O o w o w F w O o o a o ui w z W 5 CD J Q co W > a' a' a' W a' W a' 3 x c7 ? coa a m a � CD a s a s BF YES GB AC AL PT WH NO NO YES YES PK NO WD BH VY ST DB GY GY NO NO SL CO FG WH BR BR SEE DOOR SW CM TYPE SELECTION DB BG BG FX NO SHEETS OB PN RU A 34 78 SW NO WD NO ESW-lP VY DB GY-OB NO NO 70 B PR 36 80 SW NO WD NO ESW-2P VY DB GY NO NO 70 ABBREVIATIONS AC-ACCORDION BH-BAHAMA DB-DARK BRONZE GB-GYP.BD. HU-HUNG PN-PANEL SL-SLIDING VG-VISION GLASS AL- ALUMINUM BR-BRONZE FN-FAN GL-GLIDING JL-JALOUSIE PK-POCKET ST-STAINED VY-VINYL AW-AWNING CO-COLONIAL FG-FIBERGLASS GN-GREEN MT-METAL PT-PAINTED SW-SWING WD-WOOD BG-BLUE GREEN CM-CLAM FX-FIXED GY-GRAY NO-NONE RU-ROLLUP TL-TILE WH-WHITE BF-BIFOLD CS-CASEMENT OB-OBSCURED 4505 KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM GROUP 1 OWNER APPROVAL WINDOW SCHEDULE ADDRESS:2918 FLAGLER AVE. EXISTING WINDOWS REPLACEMENT WINDOWS COMMENTS L) z F w IT a L w a F p a Y H = co W Jcr _ �' W to J O p N Q Q p W > a' H � J OF Y J w O W a' W 0 �i 2 H C7 H to to H U C7 U w m w to AW X/X GB AC SEE GY YES WH YES CS NO WD BH WINDOW BR NO DB NO FX CO TYPES BG GL CM NO HU NO JL PIN RU 1 111 39 HU/HU/HU 6/6 GB NO DHW/DHW/DHW GY NO DB 70 NO EMERGENCY ESCAPE AND RESCUE OPENING 2 111 39 HU/HU/HU 6/6 GB NO DHW/DHW/DHW GY NO DB 70 NO EMERGENCY ESCAPE AND RESCUE OPENING 3 37 51 HU 6/6 GB NO DHW GY NO DB 70 NO 4 37 1 51 AW 6/6 GB NO DHW GY NO DB 70 NO 5 74 39 HU/HU 6/6 GB NO DHW/DHW GY NO DB 70 NO EMERGENCY ESCAPE AND RESCUE OPENING 6 56 16 GLASS BLOCK NO NO NO BATHROOM-NO ACTION 7 39 39 HU 6/6 GB NO LAUNDRY ROOM-NO ACTION 8 39 39 HU 6/6 GB NO GLW-XO GY NO DB 70 NO STONE SILL&BACKSPLASH 9 97 52 HU/FX/HU 6/6 GB NO DHW/FX/DHW GY NO DB 70 NO MATCH EXISTING PROPORTIONS ABBREVIATIONS AC-ACCORDION BH-BAHAMA DB-DARK BRONZE GB-GYP.BOARD HU-HUNG PN-PANEL SL-SLIDING VG-VISION GLASS AL- ALUMINUM BR-BRONZE FN-FAN GL-GLIDING JL-JALOUSIE PK-POCKET ST-STAINED VY-VINYL AW-AWNING CO-COLONIAL FG-FULL GLASS GN-GREEN MT-METAL PT-PAINTED SW-SWING WD-WOOD BG-BLUE GREEN CM-CLAM FX-FIXED GR-GRAY NO-NONE RU-ROLLUP TL-TILE WH-WHITE BF-BIFOLD CS-CASEMENT OB-OBSCURED 4506 KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM GROUP 1 OWNER APPROVAL: DOOR SCHEDULE ADDRESS: 2919 RIVIERA DR. EXISTING DOOR REPLACEMENT DOOR COMMENTS z a xo GLASS TINT O W O J O U Q 0 O co o x x xo x ~ - a O O p m � w a O O o O o w o w F w O o o a o ui w z W 5 CD J Q co W > a' a' a' W a' W a' 3 x c7 ? coa a m a � CD a s a s BF YES GB AC AL PT WH NO NO YES YES PK NO WD BH VY ST DB GY GY NO NO SL CO FG WH BR BR SEE DOOR SW CM TYPE SELECTION DB BG BG FX NO SHEETS OB PN RU A 36 79 SW NO WD PN ESW-lP VY WH GY/OB NO YES 70 B 97 82 SW FG GB PN SP-ESW-2P-SP VY WH GY NO YES 70 TWO SIDELIGHTS 6" CURB....PAIR 28"LEAFSS C 34 80 SW NO WD PN BATHROOM DOOR-NO ACTION ABBREVIATIONS AC-ACCORDION BH-BAHAMA DB-DARK BRONZE GB-GYP.BD. HU-HUNG PN-PANEL SL-SLIDING VG-VISION GLASS AL- ALUMINUM BR-BRONZE FN-FAN GL-GLIDING JL-JALOUSIE PK-POCKET ST-STAINED VY-VINYL AW-AWNING CO-COLONIAL FG-FIBERGLASS GN-GREEN MT-METAL PT-PAINTED SW-SWING WD-WOOD BG-BLUE GREEN CM-CLAM FX-FIXED GY-GRAY NO-NONE RU-ROLLUP TL-TILE WH-WHITE BF-BIFOLD CS-CASEMENT OB-OBSCURED SI-SIDELIGHT 4507 KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM GROUP 1 OWNER APPROVAL WINDOW SCHEDULE ADDRESS:2919 RIVIERA DR. EXISTING WINDOWS REPLACEMENT WINDOWS COMMENTS L) z F w IT a L w a F p a Y H = co W Jcr _ �' W to J O p N Q Q p W > a' H � J OF Y J w O W a' W 0 �i 2 H C7 H to to H U C7 U w m w to AW X/X GB AC SEE GY YES WH YES CS NO WD BH WINDOW BR NO DB NO FX CO TYPES BG GL CM NO HU NO JL PN RU MATCH EXIST.PROPORTION.VERIFY 1 114 78 HU/FX/HU 4/4 WD AC DHW/FXW/DHW GY NO WH 70 YES EXISTENCE OF STRUCTURAL POST BETWEEN WINDOWAND DOOR. 2 37 39 HU 6/6 GB AC DHW GY NO WH 70 YES 3 37 39 HU 6/6 GB PN UTILITY ROOM-NO ACTION 4 62 19 GL 4/4 GB PN BATHROOM-NO ACTION 5 76 39 HU/HU 6/6 GB 43 PN DHW/DHW GY NO WH 70 YES 6 37 51 HU 6/6 GB 34 AC DHW GY NO WH 70 YES 7 37 51 HU 6/6 GB 34 AC DHW GY NO WH 70 YES 8 37 51 HU 6/6 GB 34 AC DHW GY NO WH 70 YES 9 112 39 HU/HU/HU 6/6 GB 45 AC DHW/DHW/DHW GY NO WH 70 YES 10 112 39 HU/HU/HU 6/6 GB AC DHW/DHW/DHW GY NO WH 70 YES ABBREVIATIONS AC-ACCORDION BH-BAHAMA DB-DARK BRONZE GB-GYP.BOARD HU-HUNG PN-PANEL SL-SLIDING VG-VISION GLASS AL- ALUMINUM BR-BRONZE FN-FAN GL-GLIDING JL-JALOUSIE PK-POCKET ST-STAINED VY-VINYL AW-AWNING CO-COLONIAL FG-FULL GLASS GN-GREEN MT-METAL PT-PAINTED SW-SWING WD-WOOD BG-BLUE GREEN CM-CLAM FX-FIXED GR-GRAY NO-NONE RU-ROLLUP TL-TILE WH-WHITE BF-BIFOLD CS-CASEMENT OB-OBSCURED 4508 KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM GROUP 1 OWNER APPROVAL: DOOR SCHEDULE ADDRESS: 3014 FLAGLER AVE. EXISTING DOOR REPLACEMENT DOOR COMMENTS z GLASS TINT 0 w o of 0 L) ~ 0 0 co Q 0 U W Ex E S2 a 0 0 0 0o 0 co R � w a 0 0 0 0 0 w o a E C7 W J W co m: ExW 0 W � J Q 0 � to _ H O uj W Q W > �' ~ > a' Ex Ex a' W a' W a' 3 x c7 ? m a a m a co c7 a m a s BF YES GB AC AL PT WH NO NO YES YES PK NO WD BH VY ST DB GY GY NO NO SL CO FG WH BR BR SEE DOOR SW CM TYPE SELECTION DB BG BG FX NO SHEETS OB PN RU A 36 79 SW NO WD NO ESW-1P VY WH GY-OB NO NO 70 EXIST.XXO OPERATION. B 144 80 SL YES WD PN ESL-3P-OXO VY WH GY NO YES 60 REMOVE EXIST.EXT.WOOD TRIM EXIST. XX OPERATION. C 74 80 SL YES WD PN ESL-2P-OX VY WH GY NO YES 60 REMOVE EXIST.EXT.WOOD TRIM ABBREVIATIONS AC-ACCORDION BH-BAHAMA DB-DARK BRONZE GB-GYP.BD. HU-HUNG PN-PANEL SL-SLIDING VG-VISION GLASS AL- ALUMINUM BR-BRONZE FN-FAN GL-GLIDING JL-JALOUSIE PK-POCKET ST-STAINED VY-VINYL AW-AWNING CO-COLONIAL FG-FIBERGLASS GN-GREEN MT-METAL PT-PAINTED SW-SWING WD-WOOD BG-BLUE GREEN CM-CLAM FX-FIXED GY-GRAY NO-NONE RU-ROLLUP TL-TILE WH-WHITE BF-BIFOLD CS-CASEMENT OB-OBSCURED 4509 KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM GROUP 1 OWNER APPROVAL WINDOW SCHEDULE ADDRESS:3014 FLAGLER AVE. EXISTING WINDOWS REPLACEMENT WINDOWS COMMENTS L) z F w IT a L w a F p a Y H = co W Jcr _ �' W to J O p N Q Q p W > a' H � J OF Y J w O W a' W 0 �i 2 H C7 H to to H U C7 U w m w to AW X/X GB AC SEE GY YES WH YES CS NO WD BH WINDOW BR NO DB NO FX CO TYPES BG GL CM NO HU NO JL PIN RU 1 111 39 HU/HU/HU 6/6 WD 46 AC DHW/DHW/DHW GY NO WH 70 YES EMERGENCY ESCAPE AND RESCUE OPENING 2 111 39 HU/HU/HU 6/6 WD 46 AC DHW/DHW/DHW GY NO WH 70 YES EMERGENCY ESCAPE AND RESCUE OPENING 3 37 51 HU 6/6 WD 35 AC DHW GY NO WH 70 YES 4 37 1 51 HU 6/6 WD 35 AC DHW GY NO WH 70 YES EMERGENCY ESCAPE AND RESCUE OPENING 5 37 51 HU 6/6 WD 35 AC DHW GY NO WH 70 YES EMERGENCY ESCAPE AND RESCUE OPENING 6 51 51 HU 8/8 WD PIN DHW GY NO WH 70 YES 7 37 39 HU 6/6 WD AC UTILITY ROOM-NO ACTION 8 99 1 51 GL YES WD AC GLW-XOX GY NO WH 70 YES 1:2:1 PROPORTION ABBREVIATIONS AC-ACCORDION BH-BAHAMA DB-DARK BRONZE GB-GYP.BOARD HU-HUNG PN-PANEL SL-SLIDING VG-VISION GLASS AL- ALUMINUM BR-BRONZE FN-FAN GL-GLIDING JL-JALOUSIE PK-POCKET ST-STAINED VY-VINYL AW-AWNING CO-COLONIAL FG-FULL GLASS GN-GREEN MT-METAL PT-PAINTED SW-SWING WD-WOOD BG-BLUE GREEN CM-CLAM FX-FIXED GR-GRAY NO-NONE RU-ROLLUP TL-TILE WH-WHITE BF-BIFOLD CS-CASEMENT OB-OBSCURED 4510 KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM GROUP 1 OWNER APPROVAL: DOOR SCHEDULE ADDRESS: 2930 RIVIERA DR. EXISTING DOOR REPLACEMENT DOOR COMMENTS z a xo GLASS TINT O cr W O O L ~ J O co HO U Ex C7 co O o � � a O O O � w a O O o O O w w w F W O o o a o o w z W o 5 C7 W J_ W W 0 J H O (J W Q W > � ~ > a' ER OF �' W a' W a' 3 x 0 ? m a a m a � C7 a s a s BF YES GB AC AL PT WH NO NO YES YES PK NO WD BH VY ST DB GY GY NO NO SL CO FG WH BR BR SW CM SEE DOOR WD DB BG BG TYPE SELECTION FX NO SHEETS OB SP PN RU A 36 80 SW NO WD NO ESW-1P VY WH GY-OB NO NO 70 EXIST.INT.SEC.SCREEN TO BE REMOVED B 120 80 SL NO GB PN ESL-3P-OXO VY WH GY NO NO 60 EXIST.XXX OPERATION C 120 80 SL NO GB PN ESL-3P-OXO VY WH GY NO NO 60 EXIST.XXX OPERATION D 32 80 SW NO GB NO IW2 WD PT NO NO INTERIOR DOOR E 28 80 IW2 WD PT AC CLOSET DOOR ABBREVIATIONS AC-ACCORDION BH-BAHAMA DB-DARK BRONZE GB-GYP.BD. HU-HUNG PN-PANEL SL-SLIDING VG-VISION GLASS AL- ALUMINUM BR-BRONZE FN-FAN GL-GLIDING JL-JALOUSIE PK-POCKET ST-STAINED VY-VINYL AW-AWNING CO-COLONIAL FG-FIBERGLASS GN-GREEN MT-METAL PT-PAINTED SW-SWING WD-WOOD BG-BLUE GREEN CM-CLAM FX-FIXED GY-GRAY NO-NONE RU-ROLLUP TL-TILE WH-WHITE BF-BIFOLD CS-CASEMENT OB-OBSCURED SP-SIDELIGHT PNL 4511 KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM GROUP 1 OWNER APPROVAL WINDOW SCHEDULE ADDRESS:2930 RIVIERA DR. EXISTING WINDOWS REPLACEMENT WINDOWS COMMENTS L) z F w IT a L w a F p a Y H = co W Jcr _ �' W to J O p N Q Q p W > a' H � J OF Y J w O W a' W 0 �i 2 H C7 H to to H U C7 U w m w to AW X/X GB AC SEE GY YES WH YES CS NO WD BH WINDOW BR NO DB NO FX CO TYPES BG GL CM NO HU NO JL PN RU 1 111 39 JL/JL/JL NO GB PN GLW-XOX GY NO WH 70 NO EMERGENCY ESCAPE AND RESCUE OPENING 2 111 39 JL/JL/JL NO GB PN GLW-XOX GY NO WH 70 NO EMERGENCY ESCAPE AND RESCUE OPENING 3 37 39 JL NO GB PN GLW-XO GY NO WH 70 NO 4 37 1 39 JL NO GB PN BATHROOM WINDOW-NO ACTION 5 37 39 JL NO GB PN GLW-XO GY NO WH 70 NO 6 74 39 JL/JL NO GB PN GLW-XO GY NO WH 70 NO EMERGENCY ESCAPE AND RESCUE OPENING 7 53 37 HU NO GB NO GLW-XO GY NO WH 70 NO 8 53 37 HU NO GB NO GLW-XO GY NO WH 70 NO 9 37 1 39 JL NO GB PN UTILITY ROOM WINDOW-NO ACTION 10 53 39 JL/JL NO GB NO GLW-XO GY NO WH 70 NO 11 101 63 JL/JL/JL NO GB PN GLW-XOX GY NO WH 70 NO ABBREVIATIONS AC-ACCORDION BH-BAHAMA DB-DARK BRONZE GB-GYP.BOARD HU-HUNG PN-PANEL SL-SLIDING VG-VISION GLASS AL- ALUMINUM BR-BRONZE FN-FAN GL-GLIDING JL-JALOUSIE PK-POCKET ST-STAINED VY-VINYL AW-AWNING CO-COLONIAL FG-FULL GLASS GN-GREEN MT-METAL PT-PAINTED SW-SWING WD-WOOD BG-BLUE GREEN CM-CLAM FX-FIXED GR-GRAY NO-NONE RU-ROLLUP TL-TILE WH-WHITE BF-BIFOLD CS-CASEMENT OB-OBSCURED 4512 KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM GROUP 1 OWNER APPROVAL: DOOR SCHEDULE ADDRESS: 3000 FLAGLER AVE. EXISTING DOOR REPLACEMENT DOOR COMMENTS z a xo GLASS TINT O W O J O U Q 0 O co o x x xo x ~ - a O O p m � w a O O o O o w o w F w O o o a o ui w z W 5 CD J Q co W > a' a' a' W a' W a' 3 x c7 ? coa a m a � CD a s a s BF YES GB AC AL PT WH NO NO YES YES PK NO WD BH VY ST DB GY GY NO NO SL CO FG WH BR BR SEE DOOR SW CM TYPE SELECTION DB BG BG FX NO SHEETS OB SP PN RU A 36 80 SW NO WD AC ESW-lP VY WH GY-OB NO YES 70 B 32 80 SW NO WD NO SHED NO ACTION C 36 80 SW NO WD AC ESW-1P VY WH GY-OB NO YES 70 EXISTING PET DOOR TO BE REMOVED AND INFILLED. D 32 80 SW NO WD NO ESW-lP VY WH GY NO YES 70 ABBREVIATIONS AC-ACCORDION BH-BAHAMA DB-DARK BRONZE GB-GYP.BD. HU-HUNG PN-PANEL SL-SLIDING VG-VISION GLASS AL- ALUMINUM BR-BRONZE FN-FAN GL-GLIDING JL-JALOUSIE PK-POCKET ST-STAINED VY-VINYL AW-AWNING CO-COLONIAL FG-FIBERGLASS GN-GREEN MT-METAL PT-PAINTED SW-SWING WD-WOOD BG-BLUE GREEN CM-CLAM FX-FIXED GY-GRAY NO-NONE RU-ROLLUP TL-TILE WH-WHITE BF-BIFOLD CS-CASEMENT OB-OBSCURED SP-SIDELIGHT PNL 4513 KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM GROUP 1 OWNER APPROVAL WINDOW SCHEDULE ADDRESS:3000 FLAGLER AVE. EXISTING WINDOWS REPLACEMENT WINDOWS COMMENTS L) z F w IT a L w a F p a Y H = co W Jcr _ �' W to J O p N Q Q p W > a' H � J OF Y J w O W a' W 0 �i 2 H C7 H to to H U C7 U w m w to AW X/X GB AC SEE GY YES WH YES CS NO WD BH WINDOW BR NO DB NO FX CO TYPES BG GL CM NO HU NO JL PIN RU 1 111 39 HU/HU/HU NO GB AC GLW-XOX GY NO WH 70 YES 2 111 39 HU/HU/HU NO WD AC GLW-XOX GY NO WH 70 YES EMERGENCY ESCAPE AND RESCUE OPENING 3 111 39 HU/HU/HU NO WD AC GLW-XOX GY NO WH 70 YES EMERGENCY ESCAPE AND RESCUE OPENING 4 37 52 HU NO WD AC DHW GY NO WH 70 YES EMERGENCY ESCAPE AND RESCUE OPENING 5 37 52 HU NO GB AC DHW GY NO WH 70 YES EMERGENCY ESCAPE AND RESCUE OPENING 6 37 37 GL NO WD AC GLW-XO GY NO WH 70 YES 7 37 37 GL NO WD AC GLW-XO GY NO WH 70 YES 8 111 50 HU/HU/HU NO GB AC GLW-XOX GY NO WH 70 YES EMERGENCY ESCAPE AND RESCUE OPENING 9 37 39 AW NO GB AC GLW-XO GY NO WH 70 YES 10 37 50 HU NO GB AC GLW-XO GY NO WH 70 YES 11 37 50 HU NO GB AC GLW-XO GY NO WH 70 YES 12 37 50 HU NO GB AC GLW-XO GY NO WH 70 YES 13 37 50 HU NO GB AC GLW-XO GY NO WH 70 YES 14 37 50 HU NO GB AC DHW GY NO WH 70 YES EMERGENCY ESCAPE AND RESCUE OPENING 15 37 50 HU NO GB AC GLW-XO GY NO WH 70 YES 16 37 50 HU NO GB AC GLW-XO GY NO WH 70 YES 17 32 32 HU NO SHED WINDOW-NO ACTION ABBREVIATIONS AC-ACCORDION BH-BAHAMA DB-DARK BRONZE GB-GYP.BOARD HU-HUNG PN-PANEL SL-SLIDING VG-VISION GLASS AL- ALUMINUM BR-BRONZE FN-FAN GL-GLIDING JL-JALOUSIE PK-POCKET ST-STAINED VY-VINYL AW-AWNING CO-COLONIAL FG-FULL GLASS GN-GREEN MT-METAL PT-PAINTED SW-SWING WD-WOOD BG-BLUE GREEN CM-CLAM FX-FIXED GR-GRAY NO-NONE RU-ROLLUP TL-TILE WH-WHITE BF-BIFOLD CS-CASEMENT OB-OBSCURED 4514 KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM GROUP 1 OWNER APPROVAL: DOOR SCHEDULE ADDRESS: 1604 BAHAMA DR. EXISTING DOOR REPLACEMENT DOOR COMMENTS z a xo GLASS TINT O W O J O U Q 0 O co o x x xo x ~ - a O O p m � w a O O o O o w o w F w O o o a o ui w z W 5 CD J Q co W > a' a' a' W a' W a' 3 x c7 ? coa a m a � CD a s a s BF YES GB AC AL PT WH NO NO YES YES PK NO WD BH VY ST DB GY GY NO NO SL CO SEE DOOR FG WH BR BR SW CM TYPE SELECTION DB BG BG FX NO SHEETS PN RU A 36 80 SW NO WD NO TAN-6P FG PT WH GY GY NO NO EXIST.TANDEM DOOR B 36 80 SW NO WD NO GARAGE-NO ACTION C 60 108 SL NO WD NO NO ACTION-EXISTING TO REMAIN D 60 108 SL NO WD NO NO ACTION-EXISTING TO REMAIN E 60 108 SL NO WD NO NO ACTION-EXISTING TO REMAIN F 60 108 SL NO WD NO NO ACTION-EXISTING TO REMAIN G 60 80 SL NO WD NO HSL-2P-XO AL WH GY NO NO 70 H 60 80 SL NO WD NO HSL-2P-OX AL WH GY NO NO 70 1 60 80 SL NO WD NO HSL-2P-XO AL WH GY NO NO 70 J 60 80 SL NO WD NO HSL-2P-XO AL WH GY NO NO 70 K 32 80 SW NO WD NO NO ACTION-INT.FLUSH METAL GARAGE DOOR TO REMAIN L PR 32 81 SW NO GB RU ESW-2P VY WH GY NO NO 70 NEW LH DOOR ACTIVE ABBREVIATIONS AC-ACCORDION BH-BAHAMA DB-DARK BRONZE GB-GYP.BD. HU-HUNG PN-PANEL SL-SLIDING VY-VINYL AL- ALUMINUM BR-BRONZE FN-FAN GL-GLIDING JL-JALOUSIE PK-POCKET ST-STAINED WD-WOOD AW-AWNING CO-COLONIAL FG-FIBERGLASS GN-GREEN MT-METAL PT-PAINTED SW-SWING WH-WHITE BG-BLUE GREEN CM-CLAM FX-FIXED GY-GRAY NO-NONE RU-ROLLUP VG-VISION GLASS BF-BIFOLD CS-CASEMENT OB-OBSCURED 4515 KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM GROUP 1 OWNER APPROVAL WINDOW SCHEDULE ADDRESS:1604 BAHAMA DR. EXISTING WINDOWS REPLACEMENT WINDOWS COMMENTS L) z F w IT a L w a F p a Y H = co W Jcr _ �' W to J O p N Q Q p W > a' H � J OF Y J w O W a' W 0 �i 2 H C7 H to to H U C7 U w m w to AW X/X GB AC SEE GY YES WH YES CS NO WD BH WINDOW BR NO DB NO FX TL CO TYPES BG GL CM NO HU NO JL PIN RU 1 72 48 CS/CS/CS NO WD NO GLW-XOX GY NO WH 70 NO 2 52 14 AW NO PIN GARAGE WINDOW-NO ACTION 3 52 14 AW NO PIN GARAGE WINDOW-NO ACTION 4 52 14 AW NO PN GARAGE WINDOW-NO ACTION 5 48 48 CS/CS NO WD RU GLW-XOX GY NO WH 70 NO 6 37 27 GL NO TL PN BATH WINDOW-NO ACTION 7 26 39 CS NO WD 42 NO CSW GY NO WH 70 NO 8 26 39 CS NO WD 42 NO CSW GY NO WH 70 NO EMERGENCY ESCAPE AND RESCUE OPENING. EMERGENCY ESCAPE AND RESCUE 9 74 39 GL NO WD 41 NO GLW-XO GY NO WH 70 NO OPENING. PREWORK-REMOVE PLANTER BOX EMERGENCY ESCAPE AND RESCUE 10 74 39 GL NO WD 41 NO GLW-XO GY NO WH 70 NO OPENING. PREWORK-REMOVE PLANTER BOX 11 52 14 AW NO PIN GARAGE WINDOW-NO ACTION 12 95 22 AW/AW/AW/AW NO WD AC XW/FXW/FXW/FX GY NO WH 70 NO 13 95 22 AW/AW/AW/AW NO WD AC XW/FXW/FXW/FX GY NO WH 70 NO 14 24 24 AW NO WD RU FXW GY NO WH 70 NO CLERESTORY WINDOW 15 63 45 CS/CS NO WD RU GLW-XO GY NO WH 70 NO 16 63 45 CS/CS NO WD RU GLW-XO GY NO WH 70 NO 17 63 45 CS/CS NO WD RU GLW-XO GY NO WH 70 NO 18 63 45 CS/CS NO WD RU GLW-XO GY NO WH 70 NO 19 24 24 AW NO WD RU FXW GY NO WH 70 NO CLERESTORY WINDOW ABBREVIATIONS AC-ACCORDION BH-BAHAMA DB-DARK BRONZE GB-GYP.BOARD HU-HUNG PN-PANEL SL-SLIDING VY-VINYL AL- ALUMINUM BR-BRONZE FN-FAN GL-GLIDING JL-JALOUSIE PK-POCKET ST-STAINED WD-WOOD AW-AWNING CO-COLONIAL FG-FULL GLASS GN-GREEN MT-METAL PT-PAINTED SW-SWING WH-WHITE BG-BLUE GREEN CM-CLAM FX-FIXED GR-GRAY NO-NONE RU-ROLLUP VG-VISION GLASS BF-BIFOLD CS-CASEMENT OB-OBSCURED 4516 KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM GROUP 1 OWNER APPROVAL: DOOR SCHEDULE ADDRESS: 2805 FLAGLER AVE. EXISTING DOOR REPLACEMENT DOOR COMMENTS z a xo GLASS TINT O W O J O U Q 0 O co o x x xo x ~ - a O O p m � w a O O o O o w o w F w O o o a o ui w z W 5 CD J Q co W > a' a' a' W a' W a' 3 x c7 ? coa a m a � CD a s a s BF YES GB AC AL PT WH NO NO YES YES PK NO WD BH VY ST DB GY GY NO NO SL CO FG WH BR BR SEE DOOR SW CM TYPE SELECTION DB BG BG FX NO SHEETS PN RU A 34 80 SW NO WD NO ESW-lP VY WH GY-OB NO NO 70 B 30 80 SW NO WD NO ESW-lP VY WH GY-OB NO NO 70 C 36 80 SW NO WD NO ESW-lP VY WH GY-OB NO NO 70 D 36 80 SW NO WD NO STORAGE ROOM NO ACTION E 30 80 SW NO WD NO ESW-lP VY WH GY-OB NO NO 70 F G H J K ABBREVIATIONS AC-ACCORDION BH-BAHAMA DB-DARK BRONZE GB-GYP.BD. HU-HUNG PN-PANEL SL-SLIDING VG-VISION GLASS AL- ALUMINUM BR-BRONZE FN-FAN GL-GLIDING JL-JALOUSIE PK-POCKET ST-STAINED VY-VINYL AW-AWNING CO-COLONIAL FG-FIBERGLASS GN-GREEN MT-METAL PT-PAINTED SW-SWING WD-WOOD BG-BLUE GREEN CM-CLAM FX-FIXED GY-GRAY NO-NONE RU-ROLLUP TL-TILE WH-WHITE BF-BIFOLD CS-CASEMENT OB-OBSCURED 4517 KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM GROUP 1 OWNER APPROVAL WINDOW SCHEDULE ADDRESS:2805 FLAGLER AVE EXISTING WINDOWS REPLACEMENT WINDOWS COMMENTS L) z F w IT a L w a F p a Y H = co W Jcr _ �' W to J O p N Q Q p W > a' H � J OF Y J w O W a' W 0 �i 2 H C7 H to to H U C7 U w m w to AW X/X GB AC SEE GY YES WH YES CS NO WD BH WINDOW BR NO DB NO FX CO TYPES BG GL CM NO HU NO JL PIN RU 1 33 55 GL NO WD NO GLW-XO GY NO WH 70 NO 2 37 38 GL NO GB NO GLW-XO GY NO WH 70 NO 3 32 53 GL NO WD NO GLW-XO GY NO WH 70 NO 4 22 27 GL NO WD NO GLW-XO GY NO WH 70 NO 5 22 37 GL NO WD NO BATHROOM WINDOW-NO ACTION 6 34 55 GL NO WD NO GLW-XO GY NO WH 70 NO EMERGENCY ESCAPE AND RESCUE OPENING 7 34 55 GL NO WD NO GLW-XO GY NO WH 70 NO EMERGENCY ESCAPE AND RESCUE OPENING 8 34 55 GL NO WD NO GLW-XO GY NO WH 70 NO EMERGENCY ESCAPE AND RESCUE OPENING 9 1 34 55 GL NO WD NO GLW-XO GY NO WH 1 70 NO EMERGENCY ESCAPE AND RESCUE OPENING 10 11 12 13 14 15 16 17 18 19 20 ABBREVIATIONS AC-ACCORDION BH-BAHAMA DB-DARK BRONZE GB-GYP.BOARD HU-HUNG PN-PANEL SL-SLIDING VG-VISION GLASS AL- ALUMINUM BR-BRONZE FN-FAN GL-GLIDING JL-JALOUSIE PK-POCKET ST-STAINED VY-VINYL AW-AWNING CO-COLONIAL FG-FULL GLASS GN-GREEN MT-METAL PT-PAINTED SW-SWING WD-WOOD BG-BLUE GREEN CM-CLAM FX-FIXED GR-GRAY NO-NONE RU-ROLLUP TL-TILE WH-WHITE BF-BIFOLD CS-CASEMENT OB-OBSCURED 4518 KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM GROUP 1 OWNER APPROVAL: DOOR SCHEDULE ADDRESS: 2824 STAPLES AVE. EXISTING DOOR REPLACEMENT DOOR COMMENTS z a xo GLASS TINT O W O J O U Q 0 O co o x x xo x ~ - a O O p m � w a O O o O o w o w F w O o o a o ui w z W 5 CD J Q co W > a' a' a' W a' W a' 3 x c7 ? coa a m a � CD a s a s BF YES GB AC AL PT WH NO NO YES YES PK NO WD BH VY ST DB GY GY NO NO SL CO FG WH BR BR SEE DOOR SW CM TYPE SELECTION DB BG BG FX NO SHEETS PN RU A 36 80 SW NO EXISTING TO REMAIN-NO ACTION B PR 30 80 SW NO STORAGE ROOM-NO ACTION C 144 96 SL NO EXISTING TO REMAIN-NO ACTION ABBREVIATIONS AC-ACCORDION BH-BAHAMA DB-DARK BRONZE GB-GYP.BD. HU-HUNG PN-PANEL SL-SLIDING VG-VISION GLASS AL- ALUMINUM BR-BRONZE FN-FAN GL-GLIDING JL-JALOUSIE PK-POCKET ST-STAINED VY-VINYL AW-AWNING CO-COLONIAL FG-FIBERGLASS GN-GREEN MT-METAL PT-PAINTED SW-SWING WD-WOOD BG-BLUE GREEN CM-CLAM FX-FIXED GY-GRAY NO-NONE RU-ROLLUP TL-TILE WH-WHITE BF-BIFOLD CS-CASEMENT OB-OBSCURED 4519 KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM GROUP 1 OWNER APPROVAL WINDOW SCHEDULE ADDRESS:2824 STAPLES AVE. EXISTING WINDOWS REPLACEMENT WINDOWS COMMENTS L) z F w IT a L w a F p a Y H = co W Jcr _ �' W to J O p N Q Q p W > a' H � J OF Y J w O W a' W 0 �i 2 H C7 H to to H U C7 U w m w to AW X/X GB AC SEE GY YES WH YES CS NO WD BH WINDOW BR NO DB NO FX CO TYPES BG GL CM NO HU NO JL PIN RU 1 37 51 HU 2/2 WD BH DHW GY NO WH 70 YES EMERGENCY ESCAPE AND RESCUE OPENING 2 37 51 HU 2/2 WD BH DHW GY NO WH 70 YES EMERGENCY ESCAPE AND RESCUE OPENING 3 37 51 HU 2/2 WD BH DHW GY NO WH 70 YES EMERGENCY ESCAPE AND RESCUE OPENING 4 27 1 27 HU 2/2 WD BH BATHROOM WINDOW-NO ACTION 5 37 51 HU 2/2 WD BH DHW GY NO WH 70 YES EMERGENCY ESCAPE AND RESCUE OPENING 6 37 51 HU 2/2 WD BH DHW GY NO WH 70 YES 7 37 51 HU 2/2 WD BH DHW GY NO WH 70 YES 8 72 16 GLASS BLOCK NO GLASS BLOCK NO ACTION 9 74 51 HU/HU 2/2 WD BH GL-XOX GY NO WH 70 YES 10 74 51 HU/HU 2/2 WD PIN GL-XOX GY NO WH 70 YES ABBREVIATIONS AC-ACCORDION BH-BAHAMA DB-DARK BRONZE GB-GYP.BOARD HU-HUNG PN-PANEL SL-SLIDING VG-VISION GLASS AL- ALUMINUM BR-BRONZE FN-FAN GL-GLIDING JL-JALOUSIE PK-POCKET ST-STAINED VY-VINYL AW-AWNING CO-COLONIAL FG-FULL GLASS GN-GREEN MT-METAL PT-PAINTED SW-SWING WD-WOOD BG-BLUE GREEN CM-CLAM FX-FIXED GR-GRAY NO-NONE RU-ROLLUP TL-TILE WH-WHITE BF-BIFOLD CS-CASEMENT OB-OBSCURED 4520 KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM GROUP 1 OWNER APPROVAL: DOOR SCHEDULE ADDRESS: 2816 STAPLES AVE. EXISTING DOOR REPLACEMENT DOOR COMMENTS z a xo GLASS TINT O W O J O U Q 0 O co o x x xo x ~ - a O O p m � w a O O o O o w o w F w O o o a o ui w z W 5 CD J Q co W > a' a' a' W a' W a' 3 x c7 ? coa a m a � CD a s a s BF YES GB AC AL PT WH NO NO YES YES PK NO WD BH VY ST DB GY GY NO NO SL CO FG WH BR BR SEE DOOR SW CM TYPE SELECTION DB BG BG FX NO SHEETS OB SP PN RU A 32 80 SW NO WD RU ESW-lP VY WH BG-OB NO NO 70 B PR 36 74 SW NO WD PN ESW-2P VY WH BG NO NO 70 REMOVE AND REINSTALL INT. ROLLING SCREEN C PR 36 80 SW NO WD PN ESW-2P VY WH BG NO NO 70 REMOVE AND REINSTALL INT. ROLLING SCREEN D 36 80 SW NO WD PN LAUNDRY ROOM-NO ACTION ABBREVIATIONS AC-ACCORDION BH-BAHAMA DB-DARK BRONZE GB-GYP.BD. HU-HUNG PN-PANEL SL-SLIDING VG-VISION GLASS AL- ALUMINUM BR-BRONZE FN-FAN GL-GLIDING JL-JALOUSIE PK-POCKET ST-STAINED VY-VINYL AW-AWNING CO-COLONIAL FG-FIBERGLASS GN-GREEN MT-METAL PT-PAINTED SW-SWING WD-WOOD BG-BLUE GREEN CM-CLAM FX-FIXED GY-GRAY NO-NONE RU-ROLLUP TL-TILE WH-WHITE BF-BIFOLD CS-CASEMENT OB-OBSCURED SP-SIDELIGHT PNL 4521 KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM GROUP 1 OWNER APPROVAL WINDOW SCHEDULE ADDRESS:2816 STAPLES AVE. EXISTING WINDOWS REPLACEMENT WINDOWS COMMENTS L) z F w IT a L w a F p a Y H = co W Jcr _ �' W to J O p N Q Q p W > a' H � J OF Y J w O W a' W 0 �i 2 H C7 H to to H U C7 U w m w to AW X/X GB AC SEE GY YES WH YES CS NO WD BH WINDOW BR NO DB NO FX CO TYPES BG GL CM NO HU NO JL PIN RU 1 66 54 HU/HU 6/6 WD PINDHW/DHW BG NO WH 70 NO 4"POST MULLION-EMERGENCY ESCAPE AND RESCUE WINDOW 2 33 54 HU 6/6 WD PIN DHW BG NO WH 70 NO 3 33 54 HU 6/6 WD PINDHW BG NO WH 70 NO EMERGENCY ESCAPE AND RESCUE WINDOW 4 33 1 54 HU 6/6 WD PIN DHW BG NO WH 70 NO 5 36 38 HU NO WD PIN DHW BG NO WH 70 NO 6 32 34 CS 4 WD PIN BATHROOM WINDOW-NO ACTION 7 32 34 HU 6/6 WD PIN GLW-XO BG NO WH 70 NO 8 24 36 HU 4/4 WD PIN LAUNDRY ROOM-NO ACTION 9 36 48 HU 6/6 WD PIN DHW BG NO WH 70 NO 10 35 54 HU 6/6 WD PIN DHW BG NO WH 70 NO ABBREVIATIONS AC-ACCORDION BH-BAHAMA DB-DARK BRONZE GB-GYP.BOARD HU-HUNG PN-PANEL SL-SLIDING VG-VISION GLASS AL- ALUMINUM BR-BRONZE FN-FAN GL-GLIDING JL-JALOUSIE PK-POCKET ST-STAINED VY-VINYL AW-AWNING CO-COLONIAL FG-FULL GLASS GN-GREEN MT-METAL PT-PAINTED SW-SWING WD-WOOD BG-BLUE GREEN CM-CLAM FX-FIXED GR-GRAY NO-NONE RU-ROLLUP TL-TILE WH-WHITE BF-BIFOLD CS-CASEMENT OB-OBSCURED 4522 KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM GROUP 1 OWNER APPROVAL: DOOR SCHEDULE ADDRESS: 2815 FLAGLER AVE. EXISTING DOOR REPLACEMENT DOOR COMMENTS z a xo GLASS TINT O W O J O U Q 0 O co o x x xo x ~ - a O O p m � w a O O o O o w o w F w O o o a o ui w z W 5 CD J Q co W > a' a' a' W a' W a' 3 x c7 ? coa a m a � CD a s a s BF YES GB AC AL PT WH NO NO YES YES PK NO WD BH VY ST DB GY GY NO NO SL CO FG WH BR BR SEE DOOR SW CM TYPE SELECTION DB BG BG FX NO SHEETS OB SP PN RU A 32 80 SW NO WD NO ESW-lP VY WH GY-OB NO NO 70 B 32 80 SW NO WD NO UTILITY ROOM-NO ACTION C 32 80 SW NO WD NO ESW-lP VY WH GY NO NO 70 ABBREVIATIONS AC-ACCORDION BH-BAHAMA DB-DARK BRONZE GB-GYP.BD. HU-HUNG PN-PANEL SL-SLIDING VG-VISION GLASS AL- ALUMINUM BR-BRONZE FN-FAN GL-GLIDING JL-JALOUSIE PK-POCKET ST-STAINED VY-VINYL AW-AWNING CO-COLONIAL FG-FIBERGLASS GN-GREEN MT-METAL PT-PAINTED SW-SWING WD-WOOD BG-BLUE GREEN CM-CLAM FX-FIXED GY-GRAY NO-NONE RU-ROLLUP TL-TILE WH-WHITE BF-BIFOLD CS-CASEMENT OB-OBSCURED SP-SIDELIGHT PNL 4523 KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM GROUP 1 OWNER APPROVAL WINDOW SCHEDULE ADDRESS:2815 FLAGLER AVE. EXISTING WINDOWS REPLACEMENT WINDOWS COMMENTS L) z F w IT a L w a F p a Y H = co W Jcr _ �' W to J O p N Q Q p W > a' H � J OF Y J w O W a' W 0 �i 2 H C7 H to to H U C7 U w m w to AW X/X GB AC SEE GY YES WH YES CS NO WD BH WINDOW BR NO DB NO FX CO TYPES BG GL CM NO HU NO JL PIN RU 1 36 50 HU NO WD NO DHW GY NO WH 70 NO 2 72 50 HU/HU NO WD NO DHW/DHW GY NO WH 70 NO 3 36 50 HU NO WD NO DHW GY NO WH 70 NO 4 36 50 HU NO WD NO DHW GY NO WH 70 NO 5 25 25 HU NO WD NO DHW GY NO WH 70 NO 6 25 25 HU NO WD NO BATHROOM WINDOW-NO ACTION 7 36 50 HU NO WD NO DHW GY NO WH 70 NO EMERGENCY ESCAPE AND RESCUE OPENING 8 36 50 HU NO WD NO DHW GY NO WH 70 NO EMERGENCY ESCAPE AND RESCUE OPENING 9 36 50 HU NO WD NO DHW GY NO WH 70 NO EMERGENCY ESCAPE AND RESCUE OPENING 10 72 50 HU/HU NO WD NO DHW/DHW GY NO WH 70 NO EMERGENCY ESCAPE AND RESCUE OPENING 11 72 50 HU/HU NO WD NO DHW/DHW GY NO WH 70 NO EMERGENCY ESCAPE AND RESCUE OPENING ABBREVIATIONS AC-ACCORDION BH-BAHAMA DB-DARK BRONZE GB-GYP.BOARD HU-HUNG PN-PANEL SL-SLIDING VG-VISION GLASS AL- ALUMINUM BR-BRONZE FN-FAN GL-GLIDING JL-JALOUSIE PK-POCKET ST-STAINED VY-VINYL AW-AWNING CO-COLONIAL FG-FULL GLASS GN-GREEN MT-METAL PT-PAINTED SW-SWING WD-WOOD BG-BLUE GREEN CM-CLAM FX-FIXED GR-GRAY NO-NONE RU-ROLLUP TL-TILE WH-WHITE BF-BIFOLD CS-CASEMENT OB-OBSCURED 4524 SECTION III WINDOW AND DOOR INSTALLATION GUIDELINES 4525 WINDOW AND DOOR INSTALLATION GUIDELINES These guidelines establish the minimum guidelines for the installation of doors and window products. Refer to the Manufacturers installation instructions and Product Approvals for all information not addressed below. • Existing Rough Opening Preparation: Remove existing window or door frame including all existing finishes, wood, etc. to fully expose the existing rough opening substrate. Do not disturb any existing known asbestos containing materials. Refer to Volume 3 of 4 for Asbestos Reports and Remediation Specifications. Clean the rough opening of all debris, loose materials, old sealants and inspect the existing rough opening for deterioration of structural substrate, cracks, voids or deficiencies which will inhibit proper installation and anchorage of the new frame. Review each wood rough opening with the NIP Program Manager before starting window installation. Any structural deficiencies in the wood rough opening including but not limited to: insect damage, moisture damage, punky or otherwise deteriorated wood shall be brought to the attention of the Architect for further evaluation prior to installation of the new buck or frame. The Contractor shall include in his bid the cost of labor and materials to replace any wood within six inches of the rough opening at his/her expense as directed by the Architect. Existing materials and finishes, (including existing bucks)within the new frame depth shall be removed unless specifically approved as acceptable by the NIP Program Manager. All wood bucks to remain shall be full length and free from defects. Existing wall finish comprised of solid cementitious plaster may remain in place when the existing finish does not interfere or compromise the proper installation and anchorage of the window or door. The specific condition at each opening must be reviewed and approved by the NIP Program Manager. Remove by chipping or grinding any existing surface irregularities on the rough opening to provide a smooth and level surface on all sides of the rough opening. Waterproof the existing rough opening with liquid membrane waterproofing using Sikaflex 102 Everflash or approved equal. Coat all exposed surfaces that are to be hidden from view behind the finished window/door. The project details show minimum typical requirements and cannot anticipate specific rough opening conditions that are not visible until existing materials are removed. Where existing conditions vary from what is indicated in the typical details, the Contractor shall report such conditions to the NIP Program Manager who will coordinate with the Project Architect to provide further direction. Where the existing sill substrate is not solid to a depth of the required fastener embedment or 2" minimum, the contractor shall fill all open cmu cells to a depth of 8" below top of cell with 3,000 psi. min. concrete to ensure installation of fasteners as shown in the product approval. Window and Door Installation Guidelines 1 4526 • Wood Buck Installation: Wood bucks are to be used to correct existing opening 'but of plumb"or"out of level" conditions; to provide a smooth, square, level and plumb surface for mounting the window/door and to fill gaps which are larger than the maximum allowable shim space. Wood bucks must be continuous and solid the full length and full depth of the window and door frame such that full support of the frame is provided. Wood bucks shall be#2 SYP or better. All wood in contact with concrete or masonry must be of preservative treated lumber. Preservative treated lumber must not be in direct contact with aluminum. Wood bucks should fully contact one another at the corners to provide a weathertight seal. Wood bucks shall be set in a heavy continuous bed of professional grade sealant and securely fastened to the structure. Verify that wood bucks are plumb, level and square. Coat all surfaces of wood bucks using Sikaflex 102 Everflash or approved equal liquid applied waterproofing prior to window installation. Leave the back interior face uncoated to allow moisture in the wood buck to escape. According to the product approvals, window and door anchorage must be one of the two options below: Option 1.Where the total buck thickness is less than 1-1/2 inches: Apply two continuous beads of approved sealant along the entire backside length of each buck. The buck shall be securely fastened to transfer load to the masonry, concrete or other structural substrate and the buck shall extend beyond the interior face of the window or door frame. Anchor the wood buck to substrate with 1/4" Concrete screws, 1-1/4" minimum embedment. Fastener spacing is 6" from ends and 12" o.c. staggered. The window or door assembly shall be anchored directly into the masonry, concrete or other structural substrate material in accordance with the fastening requirements of the Product Approval. Option 2. Where the total buck thickness is 1-1/2 inches or greater: Apply two continuous beads of approved sealant along the entire backside length of each buck. The buck shall be securely fastened to transfer load to the masonry, concrete or other structural substrate and the buck shall extend beyond the interior face of the window or door frame. The window or door assemblies shall be anchored to the secured wood buck in accordance with the fastening requirements of the Product Approval. This note does not permit downsizing of the products. Where Option 2 is required, the attachment of the wood buck to the existing building substrate shall be as follows: Concrete or Masonry Substrate: Fastener edge distance: maintain minimum 2" edge distance for concrete or cmu and 3/" for wood. Window and Door Installation Guidelines 2 4527 Anchor first layer of wood buck to substrate with 1/4" Concrete screws, 1-1/4" minimum embedment. Fastener spacing is 6"from ends and 12" o.c. staggered. Additional wood buck layers, when required, shall be anchored to the substrate (thru first layer)with 1/4" concrete screws, 1.25" minimum embedment. Fastener spacing is 6"from ends and 12" o.c. staggered. • Shim Installation: Verify that all fastener locations, gaps between the window frame and solid wood blocking or rough opening is no larger than allowed in Product Approval. Shim window using approved shim materials at each fastener location to prevent frame distortion. Shims shall be made from materials capable of sustaining applicable loads, located and applied in a thickness capable of sustaining applicable loads. Do not use wood shims. • Shear Blocks at Sill: Verify that shear blocks are properly installed and spaced where shown on the Product Approval. Check for full engagement of shear block into window frame. Do not stack multiple shear blocks to provide required height. Provide continuous wood blocking at existing sill where more than 1/4"of shim is required to fully engage shear block into sill frame. • Product Fastener Installation: Provide the fastener type, size and length required to meet the required minimum embedment and anchorage to the building structure as required by the Product Approval. Fastener locations must meet minimum edge distances as required by the Product Approval and the Florida Building Code. Fasteners into preservative treated lumber shall be hot dipped galvanized or stainless steel. Fasteners for aluminum frames shall be corrosion resistant or have a corrosion resistant coating. END OF SECTION. Window and Door Installation Guidelines 3 4528 SECTION IV TYPICAL PROJECT DETAILS 4529 TYPICAL DETAILS-GROUP 1 SINGLE FAMILY WINDOWS AW-1.1 ACOUSTICAL ALUMINUM WINDOW(DHW, GLW, FXW) IN WOOD FRAME CONSTRUCTION AW-2.1 ACOUSTICAL ALUMINUM WINDOW(DHW, GLW, FXW) IN CONCRETE BLOCK CONSTRUCTION (POURED SILL) AW-2.2 ACOUSTICAL ALUMINUM WINDOW(DHW, GLW, FXW) IN CONCRETE BLOCK CONSTRUCTION (PRECAST SILL) AW-3.1 INTERIOR OPERABLE ACOUSTICAL STORM WINDOW(IOP-SKY) AT SKYLIGHT AW-4.1 INTERIOR ACOUSTICAL STORM WINDOW DOORS DR-1.1 TANDEM DOOR (TAN-6P, TAN-FN, TAN-6L) IN WOOD FRAME CONSTRUCTION DR-2.1 TANDEM DOOR (TAN-6P, TAN-FN, TAN-6L) IN CONCRETE BLOCK CONSTRUCTION DR-3.1 EXTERIOR SLIDING GLASS DOOR (HSL, ESL) IN WOOD FRAME CONSTRUCTION DR-4.1 EXTERIOR SLIDING GLASS DOOR (HSL, ESL) IN CONCRETE BLOCK CONSTRUCTION DR-5.1 EXTERIOR OUT-SWINGING FULL-LITE DOOR (ESW) IN WOOD FRAME CONSTRUCTION DR-6.1 EXTERIOR OUT-SWINGING FULL-LITE DOOR (ESW) IN CONCRETE BLOCK CONSTRUCTION DR. 7.1 INTERIOR SWINGING WOOD DOOR (IW) IN WOOD FRAME CONSTRUCTION DR. 8.1 INTERIOR SWINGING WOOD DOOR (IW) IN CONCRETE BLOCK CONSTRUCTION 4530 DR. 9.1 INTERIOR SWINGING WOOD DOOR (IW) IN NEW FRAMED CLOSET WALL WALLS/CEILINGS WL-1.1 TYPICAL INTERIOR SOFFIT DETAIL WL-2.1 TYPICAL INTERIOR WALL PILASTER DETAIL WL-3.1 TYPICAL NEW INTERIOR WALL DETAIL WL-4.1 INFILL EXISTING THROUGH WALL AC OPENING IN WOOD FRAME CONSTRUCTION WL-5.1 INFILL EXISTING THROUGH WALL AC OPENING IN CONCRETE BLOCK CONSTRUCTION 4531 0 04 MAINTAIN WEATHERPROOF VAPOR CUT BACK AND REMOVE BARRIER OVER EXTERIOR WALL EXISTING INTERIOR FINISHES N SHEATHING TO ALLOW FOR REMOVAL OF o WINDOW,CAUSING AS LITTLE 04 REMOVE EXISTING WOOD TRIM TO DAMAGE AS POSSIBLE TO N ALLOW FOR WINDOW REMOVAL. ADJACENT SURFACES. PROVIDE NEW TRIM OR STUCCO N SURROUNDS TO MATCH EXISTING pj CONDITIONS.DO NOT DISTURB PROVIDE AND INSTALL NEW FURRED OUT TRIM EXISTING ASBESTOS CONTAINING (PERIMETER CASINGS, -a MATERIALS(ACM) STOPS,STOOLS AND APRON) 0 TO MATCH EXISTING AND/OR J SELF ADHERING ALLOW FOR INCREASED MEMBRANE FLASHING APPLIED AT DEPTH OF COMBINED HEAD JAMB AND SILL IN WINDOW UNITS.STYLE AS wOVERLAPPING PATTERN PER ARCHITECT. 0 = CONTINUOUS URETHANE PERIMETER PROVIDE AND INSTALL NEW () SEALANT FULL DEPTH P.T.WOOD� BLOCKING AT HEAD,JAMB Q CONTINUOUS PERIMETER ALUMINUM AND SILL TO PROVIDE 1/4" PANNING PROVIDED BY WINDOW MAX.SHIM SPACE. DO NOT U MANUFACTURER. TRIM TO FIT M�l� DOWNSIZE OPENING. SHIM OPENING AND BACK SEAL PANNING AT ALL FASTENER TO STRUCTURE. LOCATIONS. FILL ALL REMAINING VOIDS WITH FIBERGLASS BATT OR LOW EXPANDING SPRAY-IN FOAM a'MAX.ALLOWABLE SHIM SPACE INSULATION. O CONTINUOUS PERIMETER 0 SEALANT Ur EXTERIOR INTERIOR i (n NEW WINDOW UNIT. J PROVIDE AND INSTALL ALL Q REQUIRED FLASHING AND SEALANTS TO ENSURE A w WEATHERTIGHT Q I INSTALLATION PER ASTM E 2112-07 AND/OR PER WINDOW 0 MANUFACTURER'S INSTRUCTIONS. CONTINUOUS URETHANE PERIMETER Q SEALANT CONTINUOUS PERIMETER 7 p SEALANT /Ln V a'MAX.ALLOWABLE SHIM SPACE PROVIDE AND INSTALL NEW z FURRED OUT TRIM Q (PERIMETER CASINGS, REMOVE EXISTING WOOD TRIM TO STOPS,STOOLS AND APRON) ALLOW FOR WINDOW REMOVAL. TO MATCH EXISTING AND/OR Y PROVIDE NEW TRIM OR STUCCO ALLOW FOR INCREASED SURROUNDS TO MATCH EXISTING DEPTH OF COMBINED 0 CONDITIONS.DO NOT DISTURB WINDOW UNITS.STYLE AS M EXISTING ASBESTOS CONTAINING PER ARCHITECT. M M MATERIALS(ACM) i U) w KEY ACOUSTICAL ALUMINUM WINDOW (DHW, GLW, FXW) o rAW-_1"**AIN WOOD FRAME CONSTRUCTION EXISTING 0 1 2 �3 HEAD AND SILL DETAIL/JAMB SIMILAR C Scale in Inches Q NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND 0 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. C 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING W PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. N 3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING, ~ PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.) i PROJECT: DRAWING NUMBER: L KEY WEST INTERNATIONAL AIRPORT p NOISE INSULATION PROGRAM GROUP 1 o SINGLE FAMILY HOMES AW-1.1 4532 0 N CUT BACK AND REMOVE 't EXISTING INTERIOR FINISHES N p AS REQUIRED TO ALLOW N FOR REMOVAL OF WINDOW. CUT BACK EXISTING FINISHES TO PATCH AND PAINT TO MATCH N ALLOW FOR WINDOW REMOVAL. ADJACENT SURFACES. N PROVIDE NEW TRIM OR STUCCO �j SURROUNDS TO MATCH EXISTING 2� CONDITIONS. PROVIDE AND INSTALL NEW -a TRIM,CASINGS,EXTENSION 0 JAMBS,STOOLS, J SURROUNDS,OR GYPSUM Q CONTINUOUS PERIMETER ALUMINUM RETURNS TO MATCH WPANNING PROVIDED BY WINDOW EXISTING CONDITIONS. 0 MANUFACTURER. TRIM TO FIT PROVIDE AND INSTALL NEW = OPENING AND BACK SEAL PANNING FULL DEPTH PRESSURE U TO STRUCTURE. TREATED WOOD BLOCKING � AT HEAD,JAMB&SILL TO PROVIDE 1/4"MAX.SHIM J SPACE. APPLY LIQUID Q M WATERPROOFING TO ROUGH () LJ l I L rtl OPENING PER ARCHITECT. 0- LfIJ LnJ DO NOT DOWNSIZE CONTINUOUS URETHANE PERIMETER OPENING. SHIM AT ALL SEALANT FASTENER LOCATIONS. FILL ALL REMAINING VOIDS WITH FIBERGLASS BATT OR LOW EXPANDING SPRAY-IN O FOAM INSULATION. 0 EXTERIOR NTERIOR i W J_ NEW WINDOW UNIT-SEE SCHEDULE APPLY CONTINUOUS Q PERIMETER SEALANT BEFORE INSTALLING TRIM W 0 I PROVIDE AND INSTALL NEW (� TRIM,CASINGS,EXTENSION >j CONTINUOUS URETHANE PERIMETER JAMBS,STOOLS, 0 SEALANT SURROUNDS,OR GYPSUM RETURNS TO MATCH EXISTING CONDITIONS. Q 7 0 CUT BACK STUCCO AS REQ'D TO (� REMOVE EXISTING WINDOW. PATCH/GROUT TO MATCH EXISTING CUT BACK AND REMOVE z CONDITIONS(TEXTURE,SILL EXISTING INTERIOR FINISHES PROJECTION). AS REQUIRED TO ALLOW Q FOR REMOVAL OF WINDOW. PATCH AND PAINT TO MATCH Y ADJACENT SURFACES. i p CONT.FULL DEPTH P.T.WOOD EXISTING CMU OR o6 BLOCKING CONCRETE SILL 00 M i U) w KEY ACOUSTICAL ALUMINUM WINDOW (DHW, GLW, FXW) AW-2.1 IN CONCRETE BLOCK CONSTRUCTION (POURED SILL) 10� EXISTING 0, 1 2 �3 HEAD AND SILL DETAIL/JAMB SIMILAR C Scale in Inches Q NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND 0 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. C 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING W PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. N 3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING, ~ PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.) i PROJECT: DRAWING NUMBER: L KEY WEST INTERNATIONAL AIRPORT p NOISE INSULATION PROGRAM GROUP 1 o SINGLE FAMILY HOMES AW-2.1 4533 Lo 0 N CUT BACK AND REMOVE N EXISTING INTERIOR FINISHES 0 AS REQUIRED TO ALLOW N FOR REMOVAL OF WINDOW. I-- CUT BACK EXISTING FINISHES TO PATCH AND PAINT TO MATCH N ALLOW FOR WINDOW REMOVAL. ADJACENT SURFACES. N PROVIDE NEW TRIM OR STUCCO Oj SURROUNDS TO MATCH EXISTING 2� CONDITIONS. PROVIDE AND INSTALL NEW -a TRIM,CASINGS,EXTENSION 0 JAMBS,STOOLS, J SURROUNDS,OR GYPSUM Q RETURNS TO MATCH WCONTINUOUS PERIMETER ALUMINUM EXISTING CONDITIONS. 0 PANNING PROVIDED BY WINDOW PROVIDE AND INSTALL NEW = MANUFACTURER. TRIM TO FIT FULL DEPTH PRESSURE U OPENING AND BACK SEAL PANNING TREATED WOOD BLOCKING TO STRUCTURE. AT HEAD AND JAMB TO Q PROVIDE 1/4"MAX.SHIM J SPACE. APPLY LIQUID U WATERPROOFING TO ROUGH OPENING PER ARCHITECT. d DO NOT DOWNSIZE CONTINUOUS URETHANE PERIMETER OPENING. SHIM ATALL ~ SEALANT FASTENER LOCATIONS. FILL ALL REMAINING VOIDS WITH FIBERGLASS BATT OR LOW EXPANDING SPRAY-IN O FOAM INSULATION. 0 EXTERIOR � INTERIOR W J_ NEW WINDOW UNIT-SEE SCHEDULE APPLY CONTINUOUS Q PERIMETER SEALANT BEFORE INSTALLING TRIM W 0 I PROVIDE AND INSTALL NEW (� TRIM,CASINGS,EXTENSION >j CONTINUOUS URETHANE PERIMETER JAMBS,STOOLS, 0 SEALANT SURROUNDS,OR GYPSUM RETURNS TO MATCH EXISTING CONDITIONS. O CUT BACK STUCCO AS REQ'D TO 7 O REMOVE EXISTING WINDOW. L PATCH/GROUT TO MATCH EXISTING CONDITIONS(TEXTURE,SILL PROJECTION). Z Q CUT BACK AND REMOVE j EXISTING RAISED CONC.SILL TO EXISTING INTERIOR FINISHES REMAIN. FILL ENTIRE WIDTH OF AS REQUIRED TO ALLOW Y WINDOW WITH 5000 PSI FAST FOR REMOVAL OF WINDOW. 0 SETTING CONCRETE TO PROVIDE PATCH AND PAINT TO MATCH LEVEL SURFACE FOR NEW WINDOW. ADJACENT SURFACES. 00 00 EXISTING PRE-CAST M CONCRETE SILL U) w KEY ACOUSTICAL ALUMINUM WINDOW (DHW, GLW, FXW) 0 AW-2.1 IN CONCRETE BLOCK CONSTRUCTION (PRECAST SILL) 12� EXISTING 0, 1 2 �3 HEAD AND SILL DETAIL/JAMB SIMILAR C Scale in Inches Q NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND 0 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. C 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING W PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. 0) 3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING, ~ PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.) i PROJECT: DRAWING NUMBER: L KEY WEST INTERNATIONAL AIRPORT p NOISE INSULATION PROGRAM GROUP 1 o SINGLE FAMILY HOMES AW-2.2 4534 Lo 0 N N O N r- N N EXISTING SKYLIGHT PROVIDE ADDITIONAL BLOCKING AS REQUIRED FOR PROPER ANCHORAGE 0 J Q W 0 2 U #8 X 2"S.S.SMS AT 12"OC. INTO WOOD FRAMING. Q J Q LAMINATED GLASS U HINGED SKYLIGHT ACOUSTICAL STORM PANEL. LOCATE WITHIN 12"OF EXISTING SKYLIGHT OR AS DIRECTED BY ARCHITECT d 0 SET F-TRACK IN 10� FULL BED OF SEALANT 0 PRIOR TO INSTALL. U) J_ Q W 0 0 CL O U d Z EXISTING SKYLIGHT OPENING >Q Y 0 o6 00 M INTERIOR OPERABLE ACOUSTICAL STORM w AW-3.1 WINDOW (IOP-SKY) AT SKYLIGHT 0 1 2 3 Scale in Inches U C Q NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND 0 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. C 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING U) PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. N 3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING, ~ PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.) i PROJECT: DRAWING NUMBER: L KEY WEST INTERNATIONAL AIRPORT p NOISE INSULATION PROGRAM GROUP 1 o SINGLE FAMILY HOMES AW-3.1 4535 w Lo 0 N N C:) WOOD TRIM-SEE NOTE BELOW N N HEAD (JAMB SIMILAR) U) EXISTING WINDOW J Q TO REMAIN w 0 = NEW ALUMINUM U STORM WINDOW Q J Q U_ CONTINUOUS SEALANT BEAD AT PERIMETER d 0 1221�i U) J SILL� WOOD TRIM-SEE NOTE BELOW w 0 EXISTING INTERIOR 0 FINISH Q 7 O d z NOTE: WINDOW OPENINGS RECEIVING NEW ACOUSTICAL STORM WINDOWS SHALL RECEIVE NEW WOOD TRIM AS REQUIRED FOR PROPER INSTALLATION OF WINDOW. FACE OF NEW STORM WINDOW MUST NOT Q PROJECT BEYOND THE NEAREST FACE OF INTERIOR FINISH OR TRIM. NEW WOOD TRIM SHALL MATCH THE EXISTING STYLE AND FINISH OF WOOD TRIM MOST PREVALENT IN ROOM OR AS SELECTED BY Y ARCHITECT. MAINTAIN NECESSARY CLEARANCE FROM EXISTING WINDOW HARDWARE TO ALLOW OPERATION OF EXISTING WINDOW. PROVIDE EXTENSION HANDLES IF NECESSARY FOR 0 WINDOW OPERATION AT NO ADDITIONAL COST. o6 00 M_ U) w AW-4.1 INTERIOR ACOUSTICAL STORM 0 I0 �1 2�3 Scale in Inches U C Q NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND 0 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. C 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING U) PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. N 3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING, ~ PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.) i PROJECT: DRAWING NUMBER: L KEY WEST INTERNATIONAL AIRPORT p NOISE INSULATION PROGRAM GROUP 1 o SINGLE FAMILY HOMES AW-4.1 4536 0 `n a' N 04 PROVIDE AND INSTALL N CUT BACK AND REMOVE o CONTINUOUS SEALANT EXISTING INTERIOR FINISHES N WHERE SHOWN TO ALLOW FOR REMOVAL OF DOOR,CAUSING AS LITTLE N DAMAGE AS POSSIBLE TO N SELF ADHERING ADJACENT SURFACES MEMBRANE FLASHING -a PROVIDE AND INSTALL NEW FURRED OUT TRIM(PERIMETER CASINGS, J REMOVE EXISTING WOOD TRIM TO AND STOPS)TO MATCH EXISTING TO Q ALLOW FOR DOOR REMOVAL. ALLOW FOR INCREASED DEPTH OF PROVIDE NEW TRIM OR STUCCO COMBINED DOOR UNITS. STYLE AS w SURROUNDS TO MATCH EXISTING PER ARCHITECT. Q CONDITIONS.DO NOT DISTURB = EXISTING ASBESTOS CONTAINING PROVIDE AND INSTALL NEWFULL DEPTH P.T.WOOD U MATERIALS(ACM) BLOCKING AT HEAD,JAMB QAND SILL TO PROVIDE 1/4" MAX.SHIM SPACE. DO NOT J PROVIDE AND INSTALL CONTINUOUS DOWNSIZE OPENING. SHIM UALUM.DRIP FLASHING AT HEAD BACK AT ALL FASTENER _ SEALED TO FLASHING. LOCATIONS. FILL ALL d REMAINING VOIDS WITH >_ CONT.SEALANT AT UNDERSIDE OF FIBERGLASS BATT OR LOW ALUM.FLASHING TO DOOR FRAME EXPANDING SPRAY-IN FOAM INSULATION. d PROVIDE AND INSTALL 0 MAINTAIN MINIMUM 2"AIR SPACE CONTINUOUS PERIMETER 10� BETWEEN DOORS. FRAME DEPTHS WEATHER-STRIPPING AT C9 ARE TO BE COORDINATED TO HEAD,JAMBS AND SILL. U) ALLOW FOR BOTH CONSISTENT J JAMB DEPTH AND DOOR Q HARDWARE.(EASE OF OPERATION) W Q 0 NEW OUTSWING DOOR AS NEW INSWING DOOR AS i SCHEDULED SCHEDULED. \\\c 7 p SET DOOR IN CONTINUOUS CONTRACTOR TO PROVIDE BED OF SEALANT. ALUMINUM SADDLE TO COORDINATE d WITH OUTER DOOR. Z Q Y 0 o6 00 M_ U) U w3 KEY TANDEM DOOR (TAN-6P, TAN-FN, TAN-6L) rDR-_1%�lWOOD FRAME CONSTRUCTION EXISTING 0, �� HEAD AND THRESHOLD DETAIL/JAMB SIMILAR Scale in Inches Q NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND C9 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. C 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING U) PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. N 3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING, ~ PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.) i PROJECT: DRAWING NUMBER: L KEY WEST INTERNATIONAL AIRPORT p NOISE INSULATION PROGRAM GROUP 1 o SINGLE FAMILY HOMES D R-1.1 4537 0 CUT BACK AND REMOVE N EXISTING INTERIOR FINISHES AS REQUIRED TO ALLOW N FOR REMOVAL OF WINDOW. o N PATCH AND PAINT TO MATCH CUT BACK EXISTING FINISHES TO ADJACENT SURFACES. �1 ALLOW FOR WINDOW REMOVAL. N PROVIDE NEW TRIM OR STUCCO PROVIDE AND INSTALL NEW SURROUNDS TO MATCH EXISTING TRIM,CASINGS,EXTENSION ?� CONDITIONS. JAMBS,STOOLS, -a SURROUNDS,OR GYPSUM 0 RETURNS TO MATCH J EXISTING CONDITIONS. PROVIDE AND INSTALL NEW w CONTINUOUS URETHANE PERIMETER FULL DEPTH P.T.WOOD Q SEALANT BLOCKING AT HEAD,JAMB = AND SILL TO PROVIDE 1/4" U MAX.SHIM SPACE. DO NOT C) DOWNSIZE OPENING. SHIM Q AT ALL FASTENER J LOCATIONS. FILL ALL Q REMAINING VOIDS WITH () FIBERGLASS BATT OR LOW EXPANDING SPRAY-IN FOAM INSULATION. PROVIDE AND INSTALL MAINTAIN MINIMUM 2"AIR SPACE CONTINUOUS PERIMETER 0 BETWEEN DOORS. FRAME DEPTHS WEATHER-STRIPPING AT 10� ARE TO BE COORDINATED TO HEAD,JAMBS AND SILL. i ALLOW FOR BOTH CONSISTENT J JAMB DEPTH AND DOOR HARDWARE.(EASE OF OPERATION) Q W 0 0 NEW INSWING DOOR AS NEW OUTSWING DOOR AS SCHEDULED. 0 SCHEDULED i Q SET DOOR IN CONTINUOUS CONTRACTOR TO PROVIDE 0 BED OF SEALANT. ALUMINUM SADDLE TO COORDINATE 0 WITH OUTER DOOR. d z h7) >Q Y 0 o6 00 M_ U) w KEY TANDEM DOOR (TAN-6P, TAN-FN, TAN-6L) o rDR-2.%1 CONCRETE BLOCK CONSTRUCTION EXISTING 0, 1 2 3 HEAD AND THRESHOLD DETAIL/JAMB SIMILAR C Scale in Inches Q NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND 0 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. C 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING U) PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. N 3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING, ~ PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.) i PROJECT: DRAWING NUMBER: L KEY WEST INTERNATIONAL AIRPORT p NOISE INSULATION PROGRAM GROUP 1 o SINGLE FAMILY HOMES D R-2.1 4538 tL 0 a N CUT BACK AND REMOVE EXISTING INTERIOR FINISHES N TO ALLOW FOR REMOVAL OF CONTINUOUS URETHANE SEALANT DOOR,CAUSING AS LITTLE N DAMAGE AS POSSIBLE TO (V N REMOVE EXISTING WOOD TRIM TO ADJACENT SURFACES ALLOW FOR DOOR REMOVAL. PROVIDE AND INSTALL NEW PROVIDE NEW TRIM OR STUCCO FULL DEPTH P.T.WOOD SURROUNDS TO MATCH EXISTING BLOCKING AT HEAD,JAMB -a CONDITIONS.DO NOT DISTURB AND SILL TO PROVIDE 1/4" 0 EXISTING ASBESTOS CONTAINING MAX.SHIM SPACE. DO NOT J MATERIALS(ACM) DOWNSIZE OPENING. SHIM AT ALL FASTENER LL1 LOCATIONS. FILL ALL 0 REMAINING VOIDS WITH SELF ADHERING MEMBRANE FIBERGLASS BATT OR LOW U FLASHING EXPANDING SPRAY-IN FOAM INSULATION. Q PROVIDE AND INSTALL NEW CASINGS (PERIMETER TRIM,EXTENSION Q PROVIDE AND INSTALL CONTINUOUS JAMBS,STOPS)OR GYPSUM () ALUMINUM DRIP FLASHING AT HEAD, RETURNS TO MATCH EXISTING BACK SEALED TO FLASHING. CONDITIONS. [Z 0 12� CONTINUOUS PERIMETER 0 SEALANT U) J_ Q W 0 EXTERIOR NTERIOR 0 NEW DOOR UNIT-SEE 0 SCHEDULE. i Q 7 0 AT WOOD STRUCTURAL FLOORS SET NEW DOOR IN ALUMINUM SILL 0- � PAN FLASHING z SET THRESHOLD IN Q CONTINUOUS FULL BED OF SEALANT Y 0 o6 00 M_ W w3 KEY EXTERIOR SLIDING GLASS DOOR (HSL, ESL) o rDR-3.�lWOOD FRAME CONSTRUCTION d EXISTING ° 1 2 3HEAD AND THRESHOLD DETAIL/JAMB SIMILAR U C Scale in Inches S? NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND C9 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. C 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING W PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. N 3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING, ~ PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.) i PROJECT: DRAWING NUMBER: L KEY WEST INTERNATIONAL AIRPORT p NOISE INSULATION PROGRAM GROUP 1 o SINGLE FAMILY HOMES D R-3.1 4539 0 N CUT BACK AND REMOVE 04 EXISTING INTERIOR FINISHES N AS REQUIRED TO ALLOW o FOR REMOVAL OF WINDOW. N PATCH AND PAINT TO MATCH ADJACENT SURFACES. N REMOVE EXISTING STUCCO AT N OPENING PERIMETER TO ALLOW PROVIDE AND INSTALL NEW pj ADEQUATE CLEARANCE FOR NEW TRIM,CASINGS,EXTENSION DOOR INSTALLATION. REPAIR JAMBS,STOOLS, STUCCO TO MATCH EXISTING. SURROUNDS,OR GYPSUM 0 RETURNS TO MATCH J_ EXISTING CONDITIONS. Q W CONTINUOUS URETHANE PERIMETER SEALANT = APPLY CONTINUOUS U PERIMETER SEALANT � PROVIDE AND INSTALL NEW O Q FULL DEPTH PRESSURE BEFORE INSTALLING TRIM TREATED WOOD BLOCKING J r� Q AT HEAD&JAMB TO ILrI U PROVIDE 1/4"MAX.SHIM 0- SPACE. DO NOT DOWNSIZE NEW DOOR UNIT-SEE OPENING.APPLY LIQUID SCHEDULE. WATERPROOFING TO ROUGH OPENING PER ARCHITECT. SHIM AT ALL FASTENER LOCATIONS. FILL ALL 0 REMAINING VOIDS WITH FIBERGLASS BATT OR LOW 10 EXPANDING SPRAY-IN FOAM INSULATION. EXTERIOR NTERIOR U) J_ Q W 0 CUT BACK EXISTING INT.AND \ EXT.FLOOR FINISHES AS G� NECESSARY FOR DOOR 0 SET THRESHOLD IN INSTALLATION CONTINUOUS FULL BED OF Q- SEALANT o C� �� QREMOVE EXISTING STUCCO A A' OPENING PERIMETER TOALLOW ADEQUATE CLEARANCE FOR NEW Y DOOR INSTALLATION. REPAIR REMOVE EXISTING CEMENTITIOUS STUCCO TO MATCH EXISTING. SETTING BED TO EXPOSE o EXISTING SLAB.PROVIDE NEW pp FAST SETTING 5000 PSI 00 CONCRETE LEVELING BED. U) w3 KEY EXTERIOR SLIDING GLASS DOOR (HSL, ESL) rDR4%1 IN CONCRETE BLOCK CONSTRUCTION EXISTING °I HEAD AND THRESHOLD DETAIL/JAMB SIMILAR W c m Scale in Inches Q NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND 0 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. C 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING U) PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. N 3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING, ~ PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.) i PROJECT: DRAWING NUMBER: 'L KEY WEST INTERNATIONAL AIRPORT p NOISE INSULATION PROGRAM GROUP 1 o SINGLE FAMILY HOMES D R-4.1 4540 0 N a N REMOVE EXISTING WOOD TRIM TO O N ALLOW FOR DOOR REMOVAL. CUT BACK AND REMOVE PROVIDE NEW TRIM OR STUCCO EXISTING INTERIOR FINISHES N SURROUNDS TO MATCH EXISTING TO ALLOW FOR REMOVAL OF N CONDITIONS.DO NOT DISTURB DOOR,CAUSING AS LITTLE EXISTING ASBESTOS CONTAINING 'INDAMAGE AS POSSIBLE TO MATERIALS(ACM) ADJACENT SURFACES 0 PROVIDE AND INSTALL NEW FULL J PROVIDE AND INSTALL NEW WOOD DEPTH WOOD BLOCKING TO Q TRIM,STUCCO SURROUNDS TO PROVIDE 1/4"MAX.SHIM SPACE. DO NOT DOWNSIZE OPENING. SHIM MATCH EXISTING CONDITIONS OR AS W PER ARCHITECT. AT ALL FASTENER LOCATIONS. Q SELF ADHERING MEMBRANE FILL ALL REMAINING VOIDS WITH = FLASHING FIBERGLASS BATT OR LOW () EXPANDING SPRAY-IN FOAM Q' INSULATION. Q J PROVIDE AND INSTALL CONTINUOUS Q DRIP FLASHING AT HEAD,BACK PROVIDE AND INSTALL NEW CASINGS C) SEALED TO FLASHING. (PERIMETER TRIM,EXTENSION d JAMBS,STOPS)OR GYPSUM RETURNS TO MATCH EXISTING CONTINUOUS PERIMETER CONDITIONS OR AS PER ARCHITECT. URETHANE SEALANT W CONTINUOUS PERIMETER SEALANT WHERE SHOWN 0 0 U) J_ Q W Q EXTERIOR NTERIOR i CONTRACTOR TO PROVIDE Q CONTINUOUS SHEET MEMBRANE i (FLEXIBLE FLASHING)AT FULL DEPTH OF SILL. AT EXTERIOR, O- RECESS MEMBRANE TO NEW DOOR UNIT-SEE SUFFICIENTLY ALLOW PENETRATION O SCHEDULE. Q9 AND ANCHORING OF CAULK JOINT. d SET THRESHOLD IN CONTINUOUS PERIMETER z CONT.BED OF SEALANT SEALANT >Q Y 0 o6 00 M_ U) w KEY EXTERIOR OUT-SWINGING FULL-LITE DOOR (ESW) rDR-_5**A� WOOD FRAME CONSTRUCTION EXISTING °, , 1 2 3 HEAD AND THRESHOLD DETAIL/JAMB SIMILAR U ��� Scale in Inches Q NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND C7 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. C 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING U) PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. N 3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING, ~ PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.) i PROJECT: DRAWING NUMBER: L KEY WEST INTERNATIONAL AIRPORT p NOISE INSULATION PROGRAM GROUP 1 o SINGLE FAMILY HOMES D R-5.1 4541 0 N CUT BACK AND REMOVE N EXISTING INTERIOR FINISHES O N TO ALLOW FOR REMOVAL OF CUT BACK STUCCO OR SIDING AS DOOR,CAUSING AS LITTLE N REQ'D.TO REMOVE EXISTING DOOR, DAMAGE AS POSSIBLE TO N PROVIDE AND INSTALL FLASHING ADJACENT SURFACES ACCESSORIES TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. 0 J_ QIL W CONTINUOUS URETHANE SEALANT 0 U PROVIDE AND INSTALL NEW FULL Q DEPTH PRESSURE TREATED WOOD PROVIDE AND INSTALL NEW CASINGS J BLOCKING AT HEAD&JAMB (PERIMETER TRIM,EXTENSION Q PROVIDE 1/4"MAX.SHIM SPACE . DO JAMBS,STOPS)OR GYPSUM NOT DOWNSIZE OPENING.APPLY U RETURNS TO MATCH EXISTING LIQUID WATERPROOFING TO ROUGH 0- OPENING PER ARCHITECT.SHIM AT CONDITIONS OR AS PER ARCHITECT. ALL FASTENER LOCATIONS. FILL ALL REMAINING VOIDS WITH CONTINUOUS PERIMETER � FIBERGLASS BATT OR LOW SEALANT EXPANDING SPRAY-IN FOAM O INSULATION. 0 NEW DOOR UNIT- () SEE SCHEDULE J_ Q W >� EXTERIOR INTERIOR '\00\01 0 i Q SET ALUMINUM THRESHOLD IN CONTINUOUS BED OF SEALANT O /Ln ^V LL z EXISTING CONCRETE SLAB >Q Y 0 o6 00 M_ U) U w3 KEY EXTERIOR OUT-SWINGING FULL-LITE DOOR (ESW rDR-6.1 IN CONCRETE BLOCK CONSTRUCTION EXISTING °, ,� 2 � HEAD AND THRESHOLD DETAIL/JAMB SIMILAR c � l Scale in Inches Q NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND 0 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. C 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING W PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. N 3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING, ~ PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.) i PROJECT: DRAWING NUMBER: L KEY WEST INTERNATIONAL AIRPORT p NOISE INSULATION PROGRAM GROUP 1 o SINGLE FAMILY HOMES DR-6.1 4542 00 0 N d N O N CUT BACK AND REMOVE I-- EXISTING INTERIOR FINISHES N TO ALLOW FOR REMOVAL OF CUT BACK STUCCO OR SIDING AS REQ'D.TO REMOVE EXISTING DOOR, DOOR,CAUSING AS LITTLE PROVIDE AND INSTALL FLASHING DAMAGE AS POSSIBLE TO ACCESSORIES TO MATCH EXISTING ADJACENT SURFACES -a CONDITIONS OR AS PER ARCHITECT. 0 PROVIDE AND INSTALL NEW FULL J Q PROVIDE AND INSTALL NEW WOOD DEPTH WOOD BLOCKING TO TRIM,STUCCO SURROUNDS TO PROVIDE 1/4"MAX.SHIM SPACE. w MATCH EXISTING CONDITIONS OR AS DO NOT DOWNSIZE OPENING. SHIM 0 PER ARCHITECT. AT ALL FASTENER LOCATIONS. = SELF ADHERING MEMBRANE FILL ALL REMAINING VOIDS WITH U FLASHING FIBERGLASS BATT OR LOW EXPANDING SPRAY-IN FOAM Q INSULATION. J Q PROVIDE AND INSTALL CONTINUOUS U DRIP FLASHING AT HEAD,BACK PROVIDE AND INSTALL NEW CASINGS SEALED TO FLASHING. (PERIMETER TRIM,EXTENSION JAMBS,STOPS)OR GYPSUM RETURNS TO MATCH EXISTING CONTINUOUS PERIMETER CONDITIONS OR AS PER ARCHITECT. URETHANE SEALANT d CONTINUOUS PERIMETER 0 SEALANT WHERE SHOWN 0 U) J_ Q W >Q EXTERIOR NTERIOR 0 i Q O NEW DOOR UNIT-SEE SCHEDULE. d Z SET THRESHOLD IN CONTINUOUS PERIMETER >Q CONT.BED OF SEALANT SEALANT Y 0 o6 00 M_ U) U w3 KEY INTERIOR SWINGING DOOR (IW) rDR-_7%�IWOOD FRAME CONSTRUCTION EXISTING ° HEAD AND THRESHOLD DETAIL/JAMB SIMILAR c Scale in Inches Q NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND 0 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. C 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING W PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. N 3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING, ~ PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.) i PROJECT: DRAWING NUMBER: L KEY WEST INTERNATIONAL AIRPORT p NOISE INSULATION PROGRAM GROUP 1 o SINGLE FAMILY HOMES D R-7.1 4543 00 0 N CUT BACK AND REMOVE N EXISTING INTERIOR FINISHES O N TO ALLOW FOR REMOVAL OF CUT BACK STUCCO OR SIDING AS DOOR,CAUSING AS LITTLE N REQ'D.TO REMOVE EXISTING DOOR, DAMAGE AS POSSIBLE TO N PROVIDE AND INSTALL FLASHING ADJACENT SURFACES ACCESSORIES TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. 0 CONTINUOUS URETHANE SEALANT J_ Q w PAINTED BRICK MOULDING 0 PROVIDE AND INSTALL NEW FULL DEPTH WOOD BLOCKING TO Q PROVIDE 1/4"MAX.SHIM SPACE. PROVIDE AND INSTALL NEW CASINGS J DO NOT DOWNSIZE OPENING. SHIM (PERIMETER TRIM,EXTENSION Q AT ALL FASTENER LOCATIONS. JAMBS,STOPS)OR GYPSUM U FILL ALL REMAINING VOIDS WITH RETURNS TO MATCH EXISTING FIBERGLASS BATT OR LOW CONDITIONS OR AS PER ARCHITECT. EXPANDING SPRAY-IN FOAM INSULATION. EXTENSION JAMB d NEW DOOR UNIT- 0 SEE SCHEDULE 0 U) J_ Q W >� EXTERIOR INTERIOR 0 i Q SET ALUMINUM THRESHOLD IN CONTINUOUS BED OF SEALANT CONTINUOUS PERIMETER 0 SEALANT 0 d z EXISTING FLOOR FINISH >Q Y 0 o6 00 M_ U) U w3 KEY INTERIOR SWINGING DOOR (IW) rDR-8.1 CONCRETE BLOCK CONSTRUCTION EXISTING °, ,� �� HEAD AND SILL DETAIL/JAMB SIMILAR c mml Scale in Inches Q NOTES: 0 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND C9 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. C 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING W PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. N 3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING, ~ PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.) i PROJECT: DRAWING NUMBER: L KEY WEST INTERNATIONAL AIRPORT p NOISE INSULATION PROGRAM GROUP 1 o SINGLE FAMILY HOMES D R-8.1 4544 rn 0 N N O N N_ N NEW DOOR UNIT-SEE SCHEDULE -a PROVIDE AND INSTALL NEW J BLOCKING,SHIMS AND BUCK FRAME TO ACCOMMODATE EXTERIOR Q INSTALLATION. W CUT BACK AND REMOVE 2 EXISTING INTERIOR FINISHES U TO ALLOW FOR REMOVAL OF DOOR,CAUSING AS LITTLE Q DAMAGE AS POSSIBLE TO J ADJACENT SURFACES Q U d H d O 0 U J_ Q W 0 j CONTINUOUS Q PERIMETER SEALANT. CUT BACK AND REMOVE i � PROVIDE AND INSTALL NEW EXISTING INTERIOR FINISHES Q CASINGS(PERIMETER TRIM, TO ALLOW FOR REMOVAL OF EXTENSION JAMBS,STOPS) DOOR,CAUSING AS LITTLE 0 GYPSUM RETURNS TO MATCH INTERIOR DAMAGE AS POSSIBLE TO (9 EXISTING CONDITIONS OR AS ADJACENT SURFACES d PER ARCHITECT Z Q Y 0 o6 00 M_ U) U w KEY rDR-9.1 INTERIOR WOOD DOOR IN NEW CLOSET WALL (IW) EXISTING °, ,� �� JAMB DETAIL c mml Scale in Inches Q NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND C9 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. C 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING U) PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. N 3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING, ~ PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.) i PROJECT: DRAWING NUMBER: L KEY WEST INTERNATIONAL AIRPORT p NOISE INSULATION PROGRAM GROUP 1 o SINGLE FAMILY HOMES D R-J(] .1 4545 rn 0 N N O N N N U) J W 0 2 U Q J Q U d H d O C� EXISTING CEILING ASSEMBLY J_ Q W 0 NEW MECHANICAL PIPING CL � NEW 1/2"(OR MATCH EXISTING) OO 0 GYPSUM BOARD SOFFIT. PATCH, (9 TEXTURE AND PAINT TO MATCH d EXISTING CEILING. Z Q NEW 1-1/2"20 GA.GALV.MTL. j FRAMING @ 16"OC. FASTEN TO EXISTING CEILING AND WALL Y FRAMING. SEE FLOOR PLANS FOR 0 LOCATIONS AND FIELD VERIFY SIZE TO AVOID CONFLICT WITH EXISTING 00 CONDITIONS. 00 M U) U W L-,% TYPICAL INTERIOR SOFFIT DETAIL 0 1 2 3 U Q Scale in Inches NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND C9 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. C 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING U) PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. N 3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING, ~ PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.) i PROJECT: DRAWING NUMBER: L KEY WEST INTERNATIONAL AIRPORT p NOISE INSULATION PROGRAM GROUP 1 o SINGLE FAMILY HOMES WL-1.1 4546 rn 0 N EXISTING WALL SHOWN HATCHED N O N N N U) J W 0 2 U Q J Q U d EXISTING GYP.BD.WALL FINISH d Q NEW MECHANICAL PIPING 0 J LL _ zz0 Q aa Q ao[If W [if z 0 z 0 O O 0 OuJz (� LL2 Lu 0 Lu U) NEW 1/2"(OR MATCH EXISTING) Q GYPSUM BOARD. PATCH,TEXTURE AND PAINT TO MATCH EXISTING O WALLS. 0 d Z NEW 2-1/2"20 GA.GALV.MTL. Q FRAMING @ 16"OC. REMOVE j EXISTING GYP.BD.AS REQUIRED Y TO FASTEN TO EXISTING CEILING AND WALL FRAMING. ADD MTL FRAMING CROSS MEMBERS AS C� REQUIRED IN EXISTING WALL/ 00 CEILING. SEE FLOOR PLAN FOR 00 DIMENSION AND M CONFIGURATION U) NEW 1X6 PAINTED WOOD FLAT TRI AT TOP AND BOTTOM OF PILASTER U W WHERE EXIST.BASE/CROWN 3 MOULDING OCCURS. L-2.1 TYPICAL INTERIOR WALL PILAS ER DETAIL 0 1 2 3 U Q Scale in Inches NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND 0 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. C 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING U) PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. N 3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING, ~ PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.) i PROJECT: DRAWING NUMBER: L KEY WEST INTERNATIONAL AIRPORT p NOISE INSULATION PROGRAM GROUP 1 o SINGLE FAMILY HOMES WL-2.1 4547 O 77 N O N N 04 (n EXISTING CEILING ASSEMBLY J_ Q W Q CONTINUOUS SEALANT = AT TOP PLATE U Q J Q (� 2X4 FRAMING OR 3-5/8"25 GA.MTL. FRAMING @ 16"OC.TO MATCH EXISTING Ll O J Q PROVIDE 1 LAYER%"GYPSUM BOARD TAPED AND PAINTED W AT BOTH SIDES Q >� PROVIDE NEW WOOD BASE Q TO MATCH EXISTING AT BOTH SIDES i Q p CONTINUOUS SEALANT AT Q9 BOTTOM OF SILL PLATE d O z Q CUT BACK EXISTING FLOOR FINISHES O EXISTING FLOOR ASSEMBLY 00 00 M i U) U W 3 rWL-3. TYPICAL INTERIOR WALL DETAIL 0 1 2 3 U C Q Scale in Inches NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND C9 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. C 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING U) PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. N 3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING, ~ PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.) i PROJECT: DRAWING NUMBER: L KEY WEST INTERNATIONAL AIRPORT p NOISE INSULATION PROGRAM GROUP 1 o SINGLE FAMILY HOMES WL-3.1 4548 0 77 N O N r— EXISTING HEAD N N PROVIDE NEW EXTERIOR SHEATHING TO MATCH EXISTING. 0 PROVIDE NEW BATT INSULATION J — Q REMOVE EXISTING THRU-WALL A/C UNIT AND ALL ASSOCIATED INTERIOR W AND EXTERIOR FRAMES AND APPLY 1 LAYER GYP.BD.TAPED AND 0 CASINGS I I FINISHED TO MATCH EXISTING = CONDITIONS,OR AS DIRECTED BY U I ARCHITECT. TU J PROVIDE NEW EXTERIOR STUCCO OR Q SIDING AND PAINT/FINISH TO MATCH 0 EXISTING(*SEE NOTE BELOW) d 1 PATCH/REPLACE INTERIOR AND EXTERIOR WALL FINISHES FOR A NEAT AND CLEAN APPEARANCE. PRIME AND PAINT CORNER TO CORNER TO MATCH EXISTING FINISH. d OREMOVE EXISTING FINISHES AS REQUIRED. EXTEND NEW BUILDING PAPER UNDER EXISTING BUILDING I NEW WOOD FRAMED INFILL TO MATCH EXISTING. i PAPER AT TOP AND SIDES,OVER PROVIDE 2X P.T.WOOD AT 16"OC.MINIMUM. U) EXISTING AT BOTTOM. FINISH ENTIRE I I PROVIDE CONTINUOUS 20 GA.HURR.STRAP AT QWALL TO MATCH EXISTING. I I EACH STUD. W 0 Q s EXISTING SILL 7 0 *NOTE:WHERE IT IS NOT POSSIBLE TO MATCH (� EXISTING INTERIOR/EXTERIOR FINISHES z DUE TO INAVAILABILITY OF MATERIALS,THE CONTRACTOR SHALL NOTIFY THE CONST. Q MANAGER FOR APPROVAL OF ALTERATE MATERIALS REMOVE ELECTRICAL BOX AND Y ASSOCIATED WIRING;INFILL VOID IN WALL AND PATCH TO MATCH 0 EXISTING FINISHES. o6 00 M U) U INFILL EXISTING THROUGH WALL AC OPENING L 4.1 IN WOOD FRAME CONSTRUCTION 0 1 2 3 U Q Scale in Inches NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND 0 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. C 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING W PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. N 3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING, ~ PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.) i PROJECT: DRAWING NUMBER: L KEY WEST INTERNATIONAL AIRPORT p NOISE INSULATION PROGRAM GROUP 1 o SINGLE FAMILY HOMES WL-4.1 4549 77 N O N N / � CUT BACK STUCCO 6"MINIMUM ALL PATCH REPLACE INTERIOR AND N AROUND AS REQUIRED TO ACHIEVE A EXTERIOR WALL FINISHES FOR A 6 LEVEL AND PLUMB WALL SURFACE. PATCH NEAT AND CLEAN APPEARANCE, EXT.STUCCO TO MATCH EXISTING WALL PRIME AND PAINT ENTIRE WALL, -a TEXTURE. PRIME AND PAINT TO MATCH CORNER TO CORNER TO MATCH (n EXISTING WALL. EXISTING FINISH OR AS J DIRECTED BY ARCHITECT. Q Wr — - - - - 0 2 Q I I REMOVE EXISTING A/C UNIT AND Q I INTERIOR/EXTERIOR A/C FRAME. COORDINATE WITH PROGRAM U I I MANAGER ON DISPOSAL OF REMOVED EQUIPMENT. d O INFILL EXTERIOR WALL WITH 8" 0 CONCRETE MASONRY UNIT(CMU). (n PROVIDE GALV.METAL BRICK TIES TO J EXISTING WALL AT EACH COURSE. Q MATCH SIZE AND ALIGNMENT OF wMORTAR JOINTS TO BLEND INTO I I PROVIDE NEW GYPSUM EXISTING SURFACE. BOARD,FURRING AND INSULATION TO MATCH EXISTING. Q EXISTING 8"CMU WALL 7 O d z Q REMOVE ELECTRICAL BOX AND ASSOCIATED WIRING,INFILL VOID IN Y WALL AND PATCH TO MATCH EXISTING FINISHES. O 00 00 M i U) U w3 KEY INFILL EXISTING THROUGH WALL AC OPENING L-5.1 IN CONCRETE BLOCK CONSTRUCTION EXISTING 0 C Scale in Inches Q NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND 0 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. C 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING W PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. N 3. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACES AFFECTED BY THE WORK. MATCH ALL EXISTING ADJACENT FINISHES, INCLUDING PATCHING, ~ PRIMING AND PAINTING TO ACHIEVE A CONSISTENT MATCH OF FINISHES. WORK SHALL EXTEND TO A LOGICAL BREAK POINT.(CORNER,SOFFIT,FLOOR,ETC.) i PROJECT: DRAWING NUMBER: L KEY WEST INTERNATIONAL AIRPORT p NOISE INSULATION PROGRAM GROUP 1 o SINGLE FAMILY HOMES WL-5.1 4550 CONTRACT Key West International Airport Noise Insulation Program Construction of Group 1 THIS AGREEMENT made and entered into the 16th day of October 2024, by and between Marino Construction Group, Inc. (hereinafter referred to as "CONTRACTOR"), and the Monroe County Board of Commissioners, Key West, Florida, (hereinafter referred to as "OWNER"). WITNESSETH: That the CONTRACTOR, for the consideration hereinafter fully set out, hereby agrees with the OWNER as follows: 1. That the CONTRACTOR, shall furnish all the materials, and perform all of the work in the manner and form as provided by the following enumerated documents; Instruction to Bidders, Form of Proposal, General Provisions, Special Provisions, Technical Specifications, Form of Contract, Form of Bond, Drawings and Addenda, which are attached hereto and made a part hereof, as if fully contained herein, for the construction of: Key West International Airport Noise Insulation Program Construction of Group 1 Monroe County, Florida 2. That the CONTRACTOR shall commence the work to be performed under this agreement on a date to be specified in a written order of the OWNER and shall fully complete all work hereunder within Two Hundred Thirty-Five (235) calendar days from the Notice-to- Proceed — Permits pursuant to Special Provision No. 3. 3. The OWNER hereby agrees to pay to the CONTRACTOR for the faithful performance of the agreement, subject to additions and deductions as provided in the specifications or proposal in lawful money of the United States as follows: Approximately One million, four hundred seventy-three thousand, six and 00/100 Dollars ($1,473,006.00) in accordance with unit prices attached as Exhibit 6. 4. On or before the 15th day of each calendar month, the OWNER shall make partial payment to the CONTRACTOR on the basis of a duly certified and approved estimate of work performed during the preceding calendar month by the CONTRACTOR, less ten percent (10%) of the amount of such estimate which is to be retained by the OWNER until all work has been performed strictly in accordance with this agreement. County shall pay in accordance with the Florida Local Government Prompt Payment Act, Florida Statute 218.735. Each Application for Payment shall be based upon the Schedule of Values for the project. The Schedule of Values shall allocate the entire Contract Sum among the 4551 CONTRACT Page 2 of 12 Key West International Airport Noise Insulation Program Construction of Group 1 various portions of the Work and be prepared in such form and supported by such data to substantiate its accuracy as the Director of Airports may require. This schedule, unless objected to by the Director of Airports, shall be used as a basis for reviewing the Contractor's Applications for Payment. Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work, less retainage of ten percent 10%. Payment will be made after delivery and inspection by County and upon submission of invoices with supporting documentation acceptable to the Clerk, on a monthly schedule in arrears. Acceptability to the Clerk is based on generally accepted accounting principles and such laws, rules and regulations as may govern the Clerk's disbursal of funds. 5. Upon submission by the CONTRACTOR of evidence satisfactory to the OWNER that all payrolls, material bills and other costs incurred by the CONTRACTOR in connection with the construction of the work have been paid in full, final payment on account of this agreement shall be made within twenty (20) days after the completion by the CONTRACTOR of all work covered by this agreement and the acceptance of such work by the OWNER. 6. It is mutually agreed between the parties hereto that time is of the essence in this contract and in the event the construction of the work is not completed within the time herein specified, it is agreed that from the compensation otherwise to be paid to the CONTRACTOR, the OWNER may retain the amounts described in the Liquidated Damages, Special Provision No. 3, per day for each day thereafter, Sundays and holidays included, that the work remains uncompleted, which sum shall represent the actual damages which the OWNER will have sustained per day by failure of the CONTRACTOR to complete the work within the time stipulated and this sum is not a penalty being the stipulated damages the OWNER will have sustained in the event of such default by the CONTRACTOR. 7. It is further mutually agreed between the parties hereto that if at any time after the execution of this agreement and the surety bond hereto attached for its faithful performance, the OWNER shall deem the surety or sureties upon such bond to be unsatisfactory, or if, for any reason, such bond ceases to be adequate to cover the performance of the work, the CONTRACTOR shall, at its expense within five (5) days after the receipt of notice from the OWNER so to do, furnish an additional bond or bonds in such form and amount and with such surety or sureties as shall be satisfactory to the OWNER. In such event, no further payment to the CONTRACTOR shall be deemed to be due under this agreement until such new or additional security for the faithful performance of the work shall be furnished in manner and form satisfactory to the OWNER. 8. MAINTENANCE OF RECORDS: CONTRACTOR shall maintain all books, records, and documents directly pertinent to performance under this Agreement in accordance with generally accepted accounting principles consistently applied. Records shall be retained for a period of seven years from the termination of this agreement or three years from the submission of the final expenditure report as per 2 CRF 200.33. Each party to this 4552 CONTRACT Page 3 of 12 Key West International Airport Noise Insulation Program Construction of Group 1 Agreement or their authorized representatives shall have reasonable and timely access to such records of each other party to this Agreement for public records purposes during the term of the Agreement and for seven years following the termination of this Agreement. If an auditor employed by the OWNER or Clerk determines that monies paid to CONTRACTOR pursuant to this Agreement were spent for purposes not authorized by this Agreement, the CONTRACTOR shall repay the monies together with interest calculated pursuant to Sec. 55,03, Florida Statutes, running from the date the monies were paid to CONTRACTOR. 9. PUBLIC ACCESS: Public Records Compliance. CONTRACTOR must comply with Florida public records laws, including but not limited to Chapter 119, Florida Statutes and Section 24 of article I of the Constitution of Florida. The OWNER and CONTRACTOR shall allow and permit reasonable access to, and inspection of, all documents, records, papers, letters or other "public record" materials in its possession or under its control subject to the provisions of Chapter 119, Florida Statutes, and made or received by the OWNER and CONTRACTOR in conjunction with this contract and related to contract performance. The OWNER shall have the right to unilaterally cancel this contract upon violation of this provision by the CONTRACTOR. Failure of the CONTRACTOR to abide by the terms of this provision shall be deemed a material breach of this contract and the OWNER may enforce the terms of this provision in the form of a court proceeding and shall, as a prevailing party, be entitled to reimbursement of all attorney's fees and costs associated with that proceeding. This provision shall survive any termination or expiration of the contract. The CONTRACTOR is encouraged to consult with its advisors about Florida Public Records Law in order to comply with this provision. Pursuant to F.S. 119.0701 and the terms and conditions of this contract, the CONTRACTOR is required to: a) Keep and maintain public records that would be required by the OWNER to perform the service. b) Upon receipt from the OWNER's custodian of records, provide the OWNER with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in this chapter or as otherwise provided by law. c) Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of the contract if the contractor does not transfer the records to the OWNER. d) Upon completion of the contract, transfer, at no cost, to the OWNER all public records in possession of the CONTRACTOR or keep and maintain public records that would be required by the OWNER to perform the service. If the CONTRACTOR transfers all public records to the OWNER upon completion of the contract, the CONTRACTOR shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the CONTRACTOR keeps and 4553 CONTRACT Page 4 of 12 Key West International Airport Noise Insulation Program Construction of Group 1 maintains public records upon completion of the contract, the CONTRACTOR shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the OWNER, upon request from the OWNER's custodian of records, in a format that is compatible with the information technology systems of the OWNER. e) A request to inspect or copy public records relating to this contract must be made directly to the OWNER, but if the OWNER does not possess the requested records, the OWNER shall immediately notify the CONTRACTOR of the request, and the CONTRACTOR must provide the records to the OWNER or allow the records to be inspected or copied within a reasonable time. f) If the CONTRACTOR does not comply with the OWNER'S request for records, the OWNER shall enforce the public records contract provisions in accordance with the contract, notwithstanding the OWNER'S option and right to unilaterally cancel this contract upon violation of this provision by the CONTRACTOR. A CONTRACTOR who fails to provide the public records to the OWNER or pursuant to a valid public records request within a reasonable time may be subject to penalties under Section 119.10, Florida Statutes. Contractor shall not transfer custody, release, alter, destroy, or otherwise dispose of any public records unless or otherwise provided in this provision or as otherwise provided by law. IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS, BRIAN BRADLEY, AT (305) 292-3470, RADLEY- RIAN ONROECOUNTY- L.GOV, MONROE COUNTY ATTORNEY'S OFFICE, 1111 12th STREET, SUITE 408, KEY WEST, FL 33040. 10. HOLD HARMLESS AND INSURANCE: Notwithstanding any minimum insurance requirements prescribed elsewhere in this agreement, CONTRACTOR shall defend, indemnify and hold the OWNER and the OWNER's elected and appointed officers and employees harmless from and against: (i) any claims, actions or causes of action, (ii) any litigation, administrative proceedings, appellate proceedings, or other proceedings relating to any type of injury (including death), loss, damage, fine, penalty or business interruption, and (iii) any costs or expenses (including, without limitation, costs of remediation and costs of additional security measures that the Federal Aviation Administration, the Transportation Security Administration or any other governmental agency requires by reason of, or in connection with a violation of any federal law or regulation, attorneys' fees and costs, court costs, fines and penalties) that may be asserted against, initiated with respect to, or sustained by, any indemnified party by reason of, or in connection with, (A) any activity of CONTRACTOR or any of its employees, agents, contractors or other invitees on the Construction Site during the term of this Agreement, (B) the negligence or willful misconduct of CONTRACTOR or any of its employees, agents, contractors or other invitees, or (C) CONTRACTOR's default in respect of any of the obligations that it undertakes under the terms of this Agreement, except to the extent the claims, actions, causes of action, litigation, proceedings, costs or expenses arise from the intentional or sole negligent acts or omissions of the OWNER or any of its employees, agents, contractors or invitees (other than CONTRACTOR). The monetary limitation of liability 4554 CONTRACT Page 5 of 12 Key West International Airport Noise Insulation Program Construction of Group 1 under this contract shall be equal to the dollar value of the contract and not less than $1 million per occurrence pursuant to Section 725.06, Florida Statutes. Insofar as the claims, actions, causes of action, litigation, proceedings, costs, or expenses relate to events or circumstances that occur during the term of this Agreement, this section will survive the expiration of the term of this Agreement or any earlier termination of this Agreement. In the event the completion of the project (including the work of others) is delayed or suspended as a result of the CONTRACTOR's failure to purchase or maintain the required insurance, the CONTRACTOR shall indemnify the OWNER from any and all increased expenses resulting from such delay. The extent of liability is in no way limited to, reduced, or lessened by the insurance requirements contained elsewhere within this agreement. CERTIFICATES OF INSURANCE. Original Certificates of Insurance shall be provided to the OWNER at the time of execution of this Agreement and certified copies provided if requested. Each policy certificate shall be endorsed with a provision that not less than thirty (30) calendar days'written notice shall be provided to the OWNER before any policy or coverage is canceled or restricted. The underwriter of such insurance shall be qualified to do business in the State of Florida. If requested by the County Administrator, the insurance coverage shall be primary insurance with respect to the OWNER, its officials, employees, agents, and volunteers. Failure of CONTRACTOR to comply with the requirements of this section shall be cause for immediate termination of this agreement. 11. NON-WAIVER OF IMMUNITY: Notwithstanding the provisions of Sec. 768.28, Florida Statutes, the participation of OWNER and CONTRACTOR in this Agreement and the acquisition of any commercial liability insurance coverage, self-insurance coverage, or local government liability insurance pool coverage shall not be deemed a waiver of immunity to the extent of liability coverage, nor shall any Agreement entered into by the OWNER be required to contain any provision for waiver. 12. NO PLEDGE OF CREDIT: CONTRACTOR shall not pledge the OWNER'S credit or make it a guarantor of payment or surety for any contract, debt, obligation,judgment, lien, or any form of indebtedness. CONTRACTOR further warrants and represents that it has no obligation or indebtedness that would impair its ability to fulfill the terms of this contract. 4555 CONTRACT Page 6 of 12 Key West International Airport Noise Insulation Program Construction of Group 1 13. NOTICE REQUIREMENT: Any notice required or permitted under this agreement shall be in writing and hand delivered or mailed, postage prepaid, to the other party by certified mail, returned receipt requested, to the following: FOR OWNER: Pedro Mercado Richard Strickland, Director of Airports Sr. Assistant County Attorney Key West International Airport 1111 12th Street, Suite 408 3491 S. Roosevelt Blvd. Key West, FL 33040 Key West, Florida 33040 FOR CONTRACTOR: Jennifer Socha, Director of Operations Marino Construction Group, Inc. PO Box 1706 Key West, FL 33041 14. GOVERNING LAW, VENUE, AND INTERPRETATION: This Agreement shall be governed by and construed in accordance with the laws of the State of Florida applicable to Agreements made and to be performed entirely in the State. In the event that any cause of action or administrative proceeding is instituted for the enforcement or interpretation of this Agreement, the OWNER and CONTRACTOR agree that venue will lie in the appropriate court or before the appropriate administrative body in Monroe County, Florida. 15. MEDIATION: The OWNER and CONTRACTOR agree that, in the event of conflicting interpretations of the terms or a term of this Agreement by or between any of them the issue shall be submitted to mediation prior to the institution of any other administrative or legal proceeding. Mediation proceedings initiated and conducted pursuant to this Agreement shall be in accordance with the Florida Rules of Civil Procedure and usual and customary procedures required by the circuit court of Monroe County. 16. SEVERABILITY: If any term, covenant, condition or provision of this Agreement (or the application thereof to any circumstance or person) shall be declared invalid or unenforceable to any extent by a court of competent jurisdiction, the remaining terms, covenants, conditions and provisions of this Agreement, shall not be affected thereby; and each remaining term, covenant, condition and provision of this Agreement shall be valid and shall be enforceable to the fullest extent permitted by law unless the enforcement of the remaining terms, covenants, conditions and provisions of this Agreement would prevent the accomplishment of the original intent of this Agreement. The OWNER and CONTRACTOR agree to reform the Agreement to replace any stricken provision with a valid provision that comes as close as possible to the intent of the stricken provision. 4556 CONTRACT Page 7 of 12 Key West International Airport Noise Insulation Program Construction of Group 1 17. ATTORNEY'S FEES AND COSTS: OWNER and CONTRACTOR agree that in the event any cause of action or administrative proceeding is initiated or defended by any party relative to the enforcement or interpretation of this Agreement, the prevailing party shall be entitled to reasonable attorney's fees and attorney's fees, in appellate proceedings. Each party agrees to pay its own court costs, investigative, and out-of-pocket expenses whether it is the prevailing party or not, through all levels of the court system. 18. ADJUDICATION OF DISPUTES OR DISAGREEMENTS: OWNER and CONTRACTOR agree that all disputes and disagreements shall be attempted to be resolved by meet and confer sessions between representatives of each of OWNER and CONTRACTOR. If no resolution can be agreed upon within 30 days after the first meet and confer session, the issue or issues shall be discussed at a public meeting of the Board of County Commissioners. If the issue or issues are still not resolved to the satisfaction of OWNER and CONTRACTOR, then any party shall have the right to seek such relief or remedy as may be provided by this Agreement or by Florida law. 19. COOPERATION: In the event any administrative or legal proceeding is instituted against either party relating to the formation, execution, performance, or breach of this Agreement, OWNER and CONTRACTOR agree to participate, to the extent required by the other party, in all proceedings, hearings, processes, meetings, and other activities related to the substance of this Agreement or provision of the services under this Agreement. OWNER and CONTRACTOR specifically agree that no party to this Agreement shall be required to enter into any arbitration proceedings related to this Agreement. 20. BINDING EFFECT: The terms, covenants, conditions, and provisions of this Agreement shall bind and inure to the benefit of OWNER and CONTRACTOR and their respective legal representatives, successors, and assigns. 21. AUTHORITY: Each party represents and warrants to the other that the execution, delivery, and performance of this Agreement have been duly authorized by all necessary County and corporate action, as required by law. 22. PRIVILEGES AND IMMUNITIES: All of the privileges and immunities from liability, exemptions from laws, ordinances, and rules and pensions and relief, disability, workers' compensation, and other benefits which apply to the activity of officers, agents, or employees of any public agents or employees of the OWNER, when performing their respective functions under this Agreement within the territorial limits of the OWNER shall apply to the same degree and extent to the performance of such functions and duties of such officers, agents, volunteers, or employees outside the territorial limits of the OWNER. 23. LEGAL OBLIGATIONS AND RESPONSIBILITIES: This Agreement is not intended to, nor shall it be construed as, relieving any participating entity from any obligation or responsibility imposed upon the entity by law except to the extent of actual and timely performance thereof by any participating entity, in which case the performance may be offered in satisfaction of the obligation or responsibility. 4557 CONTRACT Page 8 of 12 Key West International Airport Noise Insulation Program Construction of Group 1 Further, this Agreement is not intended to, nor shall it be construed as, authorizing the delegation of the constitutional or statutory duties of the OWNER, except to the extent permitted by the Florida constitution, state statute, and case law. 24. NON-RELIANCE BY NON-PARTIES: No person or entity shall be entitled to rely upon the terms, or any of them, of this Agreement to enforce or attempt to enforce any third-party claim or entitlement to or benefit of any service or program contemplated hereunder, and the OWNER and the CONTRACTOR agree that neither the OWNER nor the CONTRACTOR or any agent, officer, or employee of either shall have the authority to inform, counsel, or otherwise indicate that any particular individual or group of individuals, entity or entities, have entitlements or benefits under this Agreement separate and apart, inferior to, or superior to the community in general or for the purposes contemplated in this Agreement. 25. NO PERSONAL LIABILITY: No covenant or agreement contained herein shall be deemed to be a covenant or agreement of any member, officer, agent, or employee of Monroe County in his or her individual capacity, and no member, officer, agent, or employee of Monroe County shall be liable personally on this Agreement or be subject to any personal liability or accountability by reason of the execution of this Agreement. 26. EXECUTION IN COUNTERPARTS: This Agreement may be executed in any number of counterparts, each of which shall be regarded as an original, all of which taken together shall constitute one and the same instrument and OWNER and CONTRACTOR hereto may execute this Agreement by signing any such counterpart. 27. NON-DISCRIMINATION: CONTRACTOR agrees that there will be no discrimination against any person, and it is expressly understood that upon a determination by a court of competent jurisdiction that discrimination has occurred, this Agreement automatically terminates without any further action on the part of any party, effective the date of the court order. CONTRACTOR agrees to comply with all Federal and Florida statutes, and all local ordinances, as applicable, relating to nondiscrimination. These include but are not limited to: a) Title VI I of the Civil Rights Act of 1964(PL 88-352)which prohibit discrimination in employment on the basis of race, color, religion, sex, or national origin; b) Title IX of the Education Amendment of 1972, as amended (20 USC §§ 1681- 1683, and 1685-1686), which prohibits discrimination on the basis of sex; c) Section 504 of the Rehabilitation Act of 1973, as amended (20 USC § 794), which prohibits discrimination on the basis of handicaps; d) The Age Discrimination Act of 1975, as amended (42 USC §§ 6101-6107) which prohibits discrimination on the basis of age e) The Drug Abuse Office and Treatment Act of 1972 (PL 92-255), as amended, relating to nondiscrimination on the basis of drug abuse; 4558 CONTRACT Page 9 of 12 Key West International Airport Noise Insulation Program Construction of Group 1 f) The Comprehensive Alcohol Abuse and Alcoholism Prevention, Treatment and Rehabilitation Act of 1970 (PL 91-616), as amended, relating to nondiscrimination on the basis of alcohol abuse or alcoholism; g) The Public Health Service Act of 1912, §§ 523 and 527 (42 USC §§ 690dd-3 and 290ee- 3), as amended, relating to confidentiality of alcohol and drug abuse patient records; h) Title VIII of the Civil Rights Act of 1968 (42 USC § et seq.), as amended, relating to nondiscrimination in the sale, rental, or financing of housing; i) The Americans with Disabilities Act of 1990 (42 USC § 12101), as amended from time to time, relating to nondiscrimination in employment on the basis of disability; j) Monroe County Code Chapter 14, Article II, which prohibits discrimination on the basis of race, color, sex, religion, national origin, ancestry, sexual orientation, gender identity or expression, familial status, or age; and k) Any other nondiscrimination provisions in any federal or state statutes which may apply to the parties to, or the subject matter of, this Agreement. 28. COVENANT OF NO INTEREST: OWNER and CONTRACTOR covenant that neither presently has any interest, and shall not acquire any interest, which would conflict in any manner or degree with its performance under this Agreement, and that the only interest of each is to perform and receive benefits as recited in this Agreement. 29. CODE OF ETHICS: OWNER agrees that officers and employees of the OWNER recognize and will be required to comply with the standards of conduct for public officers and employees as delineated in Section 112.313, Florida Statutes, regarding, but not limited to, solicitation or acceptance of gifts; doing business with one's agency; unauthorized compensation; misuse of public position; conflicting employment or contractual relationship; and disclosure or use of certain information. 30. ETHICS CLAUSE: CONTRACTOR warrants that he/she/it had not employed, retained or otherwise had act on his/her/its behalf any former officer or employee of the OWNER subject to the prohibition of Section 2 of Ordinance No. 010-1990 or any officer or employee of the OWNER in violation of Section 3 of Ordinance No. 020-1990. For breach or violation of this provision the OWNER may, in its discretion, terminate this contract without liability and may also, in its discretion, deduct from the contract or purchase price, or otherwise recover the full amount of any fee, commission, percentage, gift, or consideration paid to the former officer or employee of the OWNER. 31. ATTESTATIONS: CONTRACTOR agrees to execute such documents as the OWNER may reasonably require, to include a Public Entity Crime Statement, an Ethics Statement, and a Drug-Free Workplace Statement. 4559 CONTRACT Page 10 of 12 Key West International Airport Noise Insulation Program Construction of Group 1 32. MUTUAL REVIEW: This agreement has been carefully reviewed by the CONTRACTOR and the OWNER; therefore this agreement is not to be construed against either party on the basis of authorship. 4560 CONTRACT Page 11 of 12 Key West International Airport Noise Insulation Program Construction of Group 1 IN WITNESS WHEREOF, each party has caused this Agreement to be executed by its duly authorized representatives on the day and date first above written. (SEAL) BOARD OF COUNTY COMMISSIONERS ATTEST: KEVIN MADOK, CLERK OF MONROE COUNTY, FLORIDA By: By: Deputy Clerk Mayor/Chairman MONROE COUNTY ATTORNEY APPROVFD AS TO FORM CONTRACTOR By: , PEDRO J. MERCADO Matah Persaud SR.ASSISTANT COUNTY ATTORNEY Date: 9/27/24 Title: CEO 100 STATE OF: COUNTY OF: Subscribed and sworn to or affirmed before me, b means of h( ) y physical presence or El online notarization, on (date) by_� °"U (name of affiant). He is person ily known to me or has produced (type i en " cation) as identification. NOTARY PUBLIC crr _ No'"a 7Publicate of flocida YH 'buter My CnHHExpzs 4561 CONTRACT Page 12 of 12 Key West International Airport Noise Insulation Program Construction of Group 1 ATTACHMENTS 1. Acknowledgment of Change Orders 2. Insurance Agent's Statement 3. Certificate of Insurance for Marino Construction Group, Inc. 4. Certificate of Insurance for Environmental Construction, Inc. Will provide pricer to construction 5. Corporate Acknowledgement 6. Unit Prices 7. Performance Bond Will provide pricer to construction 8. Payment Bond Will provide pricer to construction 9. Surety Acknowledgement Will provide pricer to construction 10. Power of Attorney Will provide pricer to construction 11. Drug-Free Workplace Form 12. Disclosure of Lobbying Activities 13. Disadvantaged Business Enterprise Assurance Form 14. Bidder's Affidavit in Compliance with the Florida Trench Safety Act 15. Public Entity Crime Statement 16. Sworn Statement Under Ordinance No. 10-1990, Monroe County (Ethics Clause) 17. Certification of Non-Segregated Facilities 18. Certification Regarding Debarment, Suspension, Ineligibility, and Voluntary Exclusion 19. Non-Collusion Affidavit 20. Vendor Certification Regarding Scrutinized Companies Lists 21. Certification of Compliance with FAA Buy American Preferences 22. Certification of Offeror/Bidder Regarding Tax Delinquency and Felony Convictions 23. AFFIDAVIT ATTESTING TO NONCOERCIVE CONDUCT FOR LABOR OR SERVICES 4562 Key West International Airport Noise Insulation Program Construction of Group I EXHIBIT I ACKNOWLEDGMENT FOR CHANGE, ORDERS TO: Monroe County Board of Commissioners Key West, Florida REF: Key West InternAtIongl Air cart Noise Insulation Pr2gram Groue 1, Ladies and Gentlemen: In order to avoid the necessity of extensive amendments to the referred contract, the undersigned acknowledges hereby that the following conditions are those for which change orders are allowed under the Bid Law: 1 , Unusual and difficult circumstances which arose during the course of the execution of the contract which could not have been reasonably foreseen. 2, Where competitive bidding for the new work for new money will work to the serious detriment of the awarding authority. 3. Emergencies arising during the course of the work. 4„ Changes or alterations provided for in the original, bid and originals contract. Contractor: Marino Construction Group, Inc, Signature: Typed Name: Mat ah Persaud Title: CEO Date: 4563 Key West International Airport Noise Insulation Program Construction of Group 1 EXHIBIT 2 INSURANCE AGENT'S STATEMENT I have reviewed the above requirements with the bidder named below. The following deductibles apply to the corresponding policy: POLICY: COMPANY: DEDUCTIBLES: General Liability Continental Insurance Company Not Applicable Automobile Continental Insurance Company $1,000 Comp/$1,000 Collision Umbrella Continental Insurance Company Not Applicable Workers Compensation Valley Forge Company Not Applicable Excess Liability Evanston Insurance Company Not Applicable Liability Policies are: Occurrence Claims Made USI Insurance Services Insurance Agency Signature BIDDER'S STATEMENT I understand the insurance that will be mandatory if awarded the Contract and I will comply in full with all the requirements. Marino Construction Group, Inc. Bidder Signature 4564 Client#: 1930344 EXHIBIT 3 MARINCON4 DATE(MM/DD/YYYY) ACORDT. CERTIFICATE OF LIABILITY INSURANCE 1 08/20/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Amanda Schneider NAME: USI Insurance Svcs LLC, CL PHONE 352-390-2768 FAX 352-732-0132 A/C,No,Ext: (A/C,No): 4600 Touchton Rd E-MAIL ADDRESS: Amanda.Schneider@usi.com Building 100,Suite 275 INSURER(S)AFFORDING COVERAGE NAIC# Jacksonville, FL 32246 INSURER A:Security National Insurance Company 19879 INSURED INSURER B: Insurance Company of the West 27847 Marino Construction Group, Inc. INSURERC: Upland Specialty Insurance Company 16988 P.O. BOX 1706 Starstone Specialty Ins.Co. 44776 INSURER D: P Y Key West, FL 33041 Ironshore Specialty Insurance Co 25445 INSURER E: P Y INSURER F: Progressive American Insurance Company 24252 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY A X COMMERCIAL GENERAL LIABILITY SES1814945 07/12/2024 07/12/202 EACH OCCURRENCE $1,000,000 X CLAIMS-MADE [*OCCUR PREMISESOEa occur Dr nce $100,000 X PD Ded:5,000 MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY JECT LOC PRODUCTS-COMP/OPAGG $2,000,000 PRO- OTHER: $ F AUTOMOBILE LIABILITY X 983714925 07/12/2024 07/12/202 (CEO Ma BINED identS INGLE LIMIT $1e 000e 000 cc X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE X AUTOS ONLY X AUTOS ONLY Per accident) ccident $ A X UMBRELLA LAB X OCCUR EXS1809701 07/12/2024 07/12/2025 EACH OCCURRENCE $5 OOO 000 EXCESS LAB CLAIMS-MADE AGGREGATE s5,000,000 DED RETENTION$ $ B WORKERS COMPENSATION WFL507889700 07/12/2024 07/12/2025 X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) REFF: Key West By The Sea Final Phase Certificate holder is named as an additional insured when required per written contractual I Liability and Auto Liability " "I By E 9.30AT 24 CERTIFICATE HOLDER CANCELLATION Monroe County Board of County Commissioners SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1100 Simenton St ACCORDANCE WITH THE POLICY PROVISIONS. Key West, FL 33040 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved_ ACORD 25(2016/03) 1 of 2 The ACORD name and logo are registered marks of ACORD 4565 #S45522040/M45521373 RAKZR Key West International Airport Noise Insulation Program Construction of Group 1 EXHIBIT 4 CERTIFICATE OF INSURANCE ENVIRONMENTAL CONSTRUCTION, INC. Will provide prior to construction 4566 Key West International Airport Noise Insulation Program Construction of Group 1 EXHIBIT 5 CORPORATE ACKNOWLEDGEMENT STATE OF COUNTY OF On this +day of September, 2024, before me personally came Matah Persaud to me known, who being by me duly sworn, did depose and say he is the CEO of Marino Construction Group, Inc. the corporation described in and which executed the above instrument, that he knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal;that it was so affixed by the Board of Directors of said corporation and that he signed his name thereto by like order. Notary Public Signature -00 Notary Public state of Florida Hubert N Reuter .� V My Commission HH 159708 OFF` Exp. 8/2/2025 4567 Key West International Airport EXHIBIT 6 Page I of 3 Noise Insulation Program Construction of Group I UNIT PRICES Marino Construction Group Item No. 2801 VENETIAN DRIVE 1 Item Description Unit Est.City Unit Price Total Price Windows Materials LS 1 $38,060.00 $38,060.00 Windows Installation Labor LS 1 $5,400.00 $5,400.00 Doors Materials LS 1 $4,410.00 $4,410.00 Doors Installation Labor LS 1 $1,175.00 $1,175M Interior Finishes&Trim LS 1 11 $4,512.001 $4,512.00 Exterior Finishes&Trim LS 1 $4,100.00 $4,100.00 General&Special Provisions LS 1 $24,420.00 $24,420-00 Overhead&Profit LS 1 $12,313.00 $12,313.00 SUBTOTAL $94,390.00 Item No. 2827 VENETIAN DRIVE 2 Item Description Unit Est.City Unit Price Total Price Windows Materials LS 1 $53,348.00 $53,348.00 Windows Installation Labor LS 1 $6,750.00 $6,750.00 Doors Materials LS 1 $8,363.00 $8,363.00 Doors Installation Labor LS 1 $2,525.00 $2,525.00 Interior Finishes&Trim LS 11 $5,205.001 $5,205.00 Exterior Finishes&Trim LS 1 $4,323.00 $4,323.00 General&Special Provisions LS 1 $24,992.00 $24,992.00 Overhead&Profit LS 1 $14,771.00 $14,771.00 SUBTOTAL $120,277.00 Item No. 2916 RIVIERA DRIVE 3 Item Description Unit Est.City Unit Price Tcitim-Fir-Icee Windows Materials LS 1 $64,791.00 $64,791.00 Windows Installation Labor LS 1 $7,425.00 $7,425.00 Doors Materials LS 1'-$8,770.00 $8,770.00 Doors Installation Labor LS 1 $2,350.00 $2,350.00 Interior Finishes&Trim LS 1 $6,041.00, $6,041.00 Exterior Finishes&Trim LS 1 $10,383.00 $10,383.00 General&Special Provisions LS 1 $24,961.00 $24,961.00 Overhead&Profit LS 1 $17,461.00 $17,461.00 SUBTOTAL $142,182.00 Item No. 2924 RIVIERA DRIVE 4 Item Description Unit Est.City Unit Price Total Price Windows Materials LS 1 $62,841.00 $62,841.00 Windows Installation Labor LS 1 $8,100.00 $8,100.00 Doors Materials LS 1 $4,348.00 $4,348.00 Doors Installation Labor LS 1 $1,175.00 $1,175.00 Interior Finishes&Trim LS 1 $6,,546.00 $6,546.00 Exterior Finishes&Trim LS 1 $10,275M $10,275.00 HVAC Materials LS 1 $3,986.00 $3,986.00 HVAC Labor LS 1 $1,823.00 $1,823.00 Electrical Materials LS 1 $1,800.00 $1,800.00 Electrical Labor LS I 11 $2,100.001 $2,100.00 Asbestos&Lead Paint Remediation LS 1 $16,680.00 $16,680.00 General&Special Provisions LS 1 $25,971.00 $25,971.00 Overhead&Profit LS 1 $20,390.00 $20,390.00 SUBTOTAL $166,035.001 4568 Key West International Airport EXHIBIT 6 Page 2 of 3 Noise Insulation Program Construction of Group 1 UNIT PRICES Marino Construction Group Item No. 2918 FLAMER AVENUE 5 Item Description Unit Est.Oty Unit Price Total Price Windows Materials LS 1 $54,544.00 $54,54.00 Windows Installation Labor LS 1 $4,725.00 $4,725.00 Doors Materials LS 1 $11,192.00 $11,192.00 Doors Installation Labor LS 1 $2,350.00 $2,350-00 Interior Finishes&Trim LS 1 $4,088.00 $4,088.00 Exterior Finishes&Trim LS 1 $7,221.00 $7,221.00 General&Special Provisions LS 1 $25,082.00 $25,082.00 Overhead&Profit LS 1 $15,288.00 $15,288.00 SUBTOTAL $124,490.00 Item No. 2919 RIVIERA DRIVE 6 Item Description Unit Est..Qty Unit Price Total Price Windows Materials LS 1 $71,854.00 $71,854.00 Windows Installation Labor LS 1 $5,400,00 $5,400.00 Doors Materials LS 1 $13,459.00 $13,459.00 Doors Installation Labor LS 1 $2,350.00 $2,350.00 Interior Finishes&Trim LS 11 $5,221.001 $5,221.00 Exterior Finishes&Trim LS 1 $7,143.00 $7,143.00 General&Special Provisions LS 1 $25,615.00 $25,615.00 Overhead&Profit LS 1 $18,346.00I $18,346.00 SUBTOTAL $149,388.00 Item No. 3014 FLAMER DRIVE 7 Item Description Unit Est.Oty Unit Price Total Price Windows Materials LS 1 $37,279.00 $37,279.00 Windows Installation Labor LS 1 $4,725.00 $4,725.00 Doors Materials LS 1 $15,630.00 $15,630.00 Doors Installation Labor LS 1 $3,525.00 $3,525.00 Interior Finishes&Trim LS 1 11 $5,312.001 $5,312.00 Exterior Finishes&Trim LS 1 $7,075.00 $7,075.00 General&Special Provisions LS 1 $24,818.00 $24,818.00 Overhead&Profit LS 1 $13,771.00 $13,771.00 SUBTOTAL $112,135.00 Item No. 2930 RIVIERA DRIVE 8 Item Description Unit Est.Oty Unit Price Total Price Windows Materials LS 1 $39,007.00 $39,007.00 Windows Installation Labor LS 1 $6,075.00 $6,075.00 Doors Materials LS 1 $19,020.00 $19,020.00 Doors Installation Labor LS 1 $3,525.00 $3,525.00 Interior Finishes&Trim LS 1 1 $7,022.00 $7,022.00 Exterior Finishes&Trim LS 1 $9,572.00 $9,572.00 HVAC Materials LS 1 $14,212.00 $14,212.00 HVAC Labor LS 1 $7,380.00 $7,380.00 Electrical Materials LS 1 $2,300.00 $2,300.00 Electrical Labor LS 1 $2,300.001 $2,300.00 General&Special Provisions LS 1 $95,740.001 $25,740.001 Overhead&Profit LS 1 $20,423.001 $20,423.00 SUBTOTALI $156,576.00 4569 Key West International Airport EXHIBIT 6 Page 3 of 3 Noise Insulation Program Construction of Group 1 UNIT PRICES Marino Construction Group Item No. 3000 FLAGLER AVENUE 9 Item Description Unit Est.Qty Unit Price Total Price Windows Materials LS 1 $56,289.00 $56,289,00 Windows Installation Labor LS 1 $10,800.00 $10,800.00' Doors Materials LS 1 $10,774.09 $10„774.00 Doors Installation Labor LS 1 $3,525.00 $3„525.00 Interior Finishes&Trim LS 1 $7,867.00 $7,867.00 Exterior Finishes&Trim LS 1 $13,780.00, $13,780.00 General&Special Provisions LS 1 $24,017.00 $24,0117.00 Overhead&Profit LS 1 $17,354.00 $17,354.010' SUBTOTAL $144,406.00 Item No. 1604 BAHAMA DRIVE 10 Item Description Unit Est.Q Unit Price Total Price Windows Materials LS 1 $118,565.00' $118,565.00 Windows Installation Labor LS 1 $12,825.00 $12„825.00 Doors Materials LS 1 $8,246.00 $8,246.00 Doors Installation Labor LS 1 $2,350.00 $2,350.00 Interior Finishes&Trim LS 1 1 $11,986.001 $11,986.00 Exterior Finishes&Trim LS 1 $12,549.00 $12,549.00 General&Special Provisions LS 1 $25,605.00 $25,605,00 Overhead&Profit LS 1 $26,241.00 $26,241.00 SUBTOTAL $218,367.00 Item No. UNIT PRICES FOR ITEMS 1 THROUGH 10 11 Item Description Unit Est.Qty Unit Price Total Price 01021-1 Construction Laborer HR 192 $60.00 $11,520.00 01021-2 Carpenter HR 192 $85.00 $16,320.00 01021-3 Treated Wood Lumber & Connectors 2x4,2x6 LF 2880 $1.00 $2„880.00 01021-4 Treated Wood Lumber & Connectors 2x8,2x12 LF 1 1440 $1.50 $2,160.00 01021-5 Exterior Stucco, Lath, Felt & Plywood-Installed SF 600 $9.00 '$5 .00 01021-6 Interior Gypsum Board, Insulation, Furring, Finish & Paint - Installed SF 600 $2.00 $1,200.00 01021-7 Painter Labor HR 72 $60.00 $4,320.0�0 01021-8 Licensed Electrician Labor HR 8 $120.001 $960.00 SUBTOTAL $44,760.00 TOTAL CONTRACT AMOUNT $1,473,006.00 Abbreviations: HR=Hour LS=Lump Sum LF=Linal Feet SF=Square Feet By signing below,the Bidder agrees to the accuracy of the information presented and agrees to the terms and conditions of this bid. Attach the signed hardcopy of these sheets with Bid Form Submittal. Bidder's Firm Name: Marino Construction Group Authorized Signature: Name and Title: Matah Persaud, CEO 4570 Key West International Airport Noise Insulation Program Construction of Group 1 EXHIBIT 7 PERFORMANCE BOND Will provide prior to construction 4571 Key West International Airport Noise Insulation Program Construction of Group 1 EXHIBIT 8 PAYMENT BOND Will provide prior to construction 4572 Key West International Airport Noise Insulation Program Construction of Group 1 EXHIBIT 9 SURETY ACKNOWLEDGMENT provideWill STATE OF COUNTY OF On this this day of September, 2024, before me personally came to me known, who being by me duly sworn, did depose and say he/she is the Attorney-in-Fact of described in and which executed the above instrument; that he/she knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that he/she signed the said instrument and affixed the said seal as Attorney-in-Fact by authority of the Board of Directors of said corporation and by authority of this office under the Standing Resolutions thereof. Notary Public Signature 4573 Key West International Airport Noise Insulation Program Construction of Group 1 EXHIBIT 10 POWER OF ATTORNEY Will provide prior to construction 4574 Key West International Airport Noise Insulation Program Group 1 EXHIBIT 11 DRUG FREE WORKPLACE FORM The undersigned Contractor, in accordance with Florida Statute 287.087, hereby certifies that: Marino Construction Group, Inc. 1 . Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the workplace and specifying the actions that will betaken against employees for violations of such prohibition. 2. Inform such employees about the dangers of drug abuse in the workplace, the business' policy of maintaining a drug-free workplace, any available drug counseling, rehabilitation and employee assistance programs and the penalties that may be imposed upon employees for drug abuse violations. 3. Give each employee engaged in providing the commodities or contractual services that are under bid a copy of the statement specified in Sub-section (1). 4. In the statement specified in Sub-Section (1), notify the employees that as a condition of working on the commodities or contractual services that are under bid, the employee will abide by the terms of the statement and will notify the employer of any conviction of or plea of guilty or nolo contendere to any violation of Chapter 893 (Florida Statutes) or of any controlled substance law of the United States or any state for a violation occurring in the workplace no later than five (5) days after such conviction. 5. Impose a sanction on or require the satisfactory participation in a drug abuse assistance or rehabilitation program if such is available in the employee's community or any employee who is so convicted. 6. Make a good faith effort to continue to maintain a drug-free workplace through implementation of this section. As a person authorized to sign the statement, I certify that this firm complies fully with the above requirements. — ..,.... (Signature) MTR TIF,A-1�lhkl>, CEO (Title) April 18, 2024 (Date) 4575 Key West International Airport Noise Insulation Program Group 1 EXHIBIT 12 DISCLOSURE OF LOBBYING ACTIVITIES Certification of Contracts, Grants, Loans and Cooperative Agreements The undersigned certifies, to the best of his or her knowledge and belief, that: (1) No federal appropriated funds have been paid or will be paid by or on behalf of the undersigned to any person for influencing or attempting to influence an officer or employee of any agency, a member of Congress, an officer or employee of Congress or an employee of a member of Congress in connection with the awarding of any federal contract, the making of any federal grant, the making of any federal loan, the entering into of any cooperative agreements and the extension, continuation, renewal, amendment or modification of any federal contract, grant, loan or cooperative agreement. (2) If any funds other than federal appropriate funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a member of Congress, an officer or employee of Congress or an employee of a member of Congress in connection with this federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure of Lobbying Activities", in accordance with its instructions. (3) The undersigned shall require that the language of this certification be included in the award documents for all sub-awards at all tiers (including subcontracts, sub-grants and contracts under grants, loans, and cooperative agreements) and that all sub-recipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. (Signature) CEO (Title) April 18, 2024 (Date) 4576 Key West International Airport Noise Insulation Program Group 1 EXHIBIT 13 DISADVANTAGED BUSINESS ENTERPRISE ASSURANCE FORM Project Name: Key West International Airport Noise Insulation Program, Construction of Group 1 The Bidder shall complete the following statement by checking the appropriate box (check only one box). Failure to complete this statement shall be grounds for rejection of the Bid. The Bidder is able to assure meeting the requirements of the DBE Provisions, included in SECTION 150, DISADVANTAGED BUSINESS ENTERPRISE PROGRAM, and shall utilize not less than the prescribed goal of 19.97% DBE participation. X The Bidder is unable to assure DBE participation of 19.97% in this Contract but shall provide for a minimum amount of 0% DBE participation. (if this box is checked, Bidder shall fill-in the percentage blank and document on a separate attachment to this Assurance of Good Faith Efforts undertaken in attempting to meet the Contract Goals as instructed in SECTION 150, DISADVANTAGED BUSINESS ENTERPRISE PROGRAM.) Marino Construction Group, LLC (Company Name of Bidder) (Printed or Typed) (IRS FEI Number) Matah Persaud (Printed Name of Person Signing) By: (Signature)* Title: CEO Date: wO *Must be same signature as Bid Proposal 4577 Key West International Airport Noise Insulation Program Group 1 EXHIBIT 14 BIDDER'S AFFIDAVIT IN COMPLIANCE WITH FLORIDA TRENCH SAFETY ACT (SECTION 553.60-553.64, FLORIDA STATUTES) STATE OF: Florida COUNTY OF: Monroe BEFORE ME, the undersigned auth '1y,-pe s.Qn.ally appeared: Matah Persaud (Name of Person) who is personally known to me or who has produced as identification, who, being duly sworn, deposes and says as follows: That he/she is the duly authorized representative of: Marino Construction Group, Inc. (Name of Bidder) being its CEO (Owner, Partner, President, or other Corporate Officer) and as such, has full authority to execute this Bidder's Affidavit. 1. The full legal name and business address of the person or entity submitting this bid: Marino Construction Group, Inc. PO Box 1706, Key West, FL 33041 2. By submission of this bid and subsequent execution of this Contract, the undersigned bidder certifies that as successful bidder (Contractor) all trench excavation done within his/her control (by his/her own forces or by his/her subcontractors) shall be accomplished in strict adherence with OSHA Trench Safety Standards contained in 19 CFR, s.1926.650, Sub-part P, including all subsequent revisions or updates to these Standards as adopted by the Department of Labor and Employment Security. 4578 Key West International Airport Noise Insulation Program Group 1 3. The bidder acknowledges that included in the various items listed in the Schedule of Prices Bid and in the Total Amount Bid are costs for complying with Florida Trench Safety Act (Sections 553.60-553.64, Florida Statutes). The bidder further identifies the costs to be summarized below: Trench SafetyMeasure Unit of Measure Unit Unit Extended ur (Description) (LF, ur Quantity Cost Cost A B C TOTAL: $ (Signature) CEO_ (Title) April '18, 2024_ (Date) STATE OF: Florida COUNTY OF: Monroe Subscribed and sworn to (or affirmed) before me, by means of physical presence or ❑ online notarization, on April 18, 2024 (date) by Matah Persaud _ (name of affiant). He/She is personally known to me or has produced (type, of identification) as identification. ka 1ploe�j' Not&y PtjtG 4jr: iPaPe Of Roe id.a PIo�b PI N o ate g ..� +� VvN y/QHittl rte¢sg¢r}rA NOTARY ARY PUBLIC EXP. 8/212025, 4579 Key West International Airport Noise Insulation Program Group 1 EXHIBIT 15 PUBLIC ENTITY CRIME STATEMENT "A person or affiliate who has been placed on the convicted vendor list following a conviction for public entity crime may not submit a bid on a contract to provide any goods or services to a public entity, may not submit a bid on a contract with a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to a public entity, may not be awarded or perform work as a CONTRACTOR, supplier, subcontractor, or consultant under a contract with any public entity, and may not transact business with any public entity in excess of the threshold amount provided in Section 287.017 of the Florida Statutes, for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list." I have read the above and state that neither Marino Construction Group, Inc.(Respondent's name) nor any Affiliate has been placed on the convicted vendor list within the last 36 months. (Signature) CEO (Title) April 18, 2024 (Date) STATE OF: Florida COUNTY OF: Monroe Subscribed and sworn to (or affirmed) before me, by means of Vphysical presence or ❑ online notarization, on April 18, 2024 , (date) by Matah Persaud (name of affiant). He/She is personally known to me or has produced (type of' en ification) as identification.. b9iilkz irk � � niitiA NOTARY PUBLpC M hid 11;5�°" 4580 Key West International Airport Noise Insulation Program Group 1 EXHIBIT 16 SWORN STATEMENT UNDER ORDINANCE NO. 10-1990 MONROE COUNTY f=L ETHICS CLAUSE Marino Construction Group, Inc. warrants that he/she/ it has not employed, retained, or otherwise had act on his/her/its behalf any former County officer or employee in violation of Section 2 of Ordinance No. 10-1990 or any County officer or employee in violation of Section 3 of Ordinance No. 10-1990. For breach or violation of this provision the County may, in its discretion, terminate this Contract without liability and may also, in its discretion, deduct from the Contract or purchase price or otherwise recover the full amount of any fee, commission, percentage, gift or consideration paid to the former County officer or employee. (Signature) CEO (Title) April '18, 2024 (Date) STATE OF: Florida COUNTY OF: Monroe Subscribed and sworn to (or affirmed) before me, by means of physical presence or ❑ online notarization, on April 18, 2024 (date) by Matah Persaud (name of affiant). He/She is personally known to me or has produced (type e of i entifr ation) as udentification. Notary Pubicci Florid<? ' m Hubert N P,enter OTA Y PUBLIC rmsson HH t 59708 Exp. 8/212025 ce�mwurow��w.^„aar^.^�m^^aw.wmm 4581 Key West International Airport Noise Insulation Program Group 1 EXHIBIT 17 CERTIFICATION OF NONSEGREGATED FACILITIES (As Required by Division III, Section 160 Subsection 160-02 Equal Employment Opportunity Requirements of the General Provisions) The federally assisted construction contractor certifies that he/she does not maintain or provide for his/her employees any segregated facilities at any of his/her establishments, and that he/she does not permit his/her employees to perform their services at any location, under his/her control, where segregated facilities are maintained. The federally assisted construction contractor certifies further that he/she will not maintain or provide for his/her employees any segregated facilities at any of his/her establishments, and that he/she will not permit his/her employees to perform their services at any location, under his/her control, where segregated facilities are maintained. The federally assisted construction contractor agrees that a breach of this certification is a violation of the equal opportunity clause in this contract. As used in this certification, the term "segregated facilities"means any waiting rooms,work areas, restrooms and washrooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas,parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, color, religion, disability, sex, age, ancestry, marital status, familial status, sexual orientation, gender identity expression, or national origin, because of habit, local custom, or any other reason. The federally assisted construction contractor agrees that (except where he/she has obtained identical certifications from proposed subcontractors for specific time periods) he/she will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the equal opportunity clause, and that he/she will retain such certifications in his/her files. mm (Signature) CEO (Title) April 18, 2024 (Date) 4582 Key West International Airport Noise Insulation Program Group 1 EXHIBIT 18 CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY, AND VOLUNTARY EXCLUSION - 49 CFR PART 29 (Version 1, 5/90) The Bidder/Offeror certifies, by submission of this Proposal or acceptance of this Contract, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any federal department or agency. It further agrees by submitting this Proposal that it will include this clause without modification in all lower tier transactions, solicitations, proposals, contracts, and subcontracts. Where the Bidder/Offeror/Contractor or any lower tier participant is unable to certify to this statement, it shall attach an explanation to this Solicitation/Proposal. r (Signature) M/ -TA H T FR�Atk-D CEO (Title) April 18, 2024 (Date) 4583 Key West International Airport Noise Insulation Program Group 1 EXHIBIT 19 NON-COLLUSION AFFIDAVIT 1, Matha Persaud (name) according to law on my oath, and under penalty of perjury, depose and say that: 1) 1 am CEO (title) of the firm of Marino Construction Group, Inc. (company name) the Bidder making the bid proposal for the project described in the Notice for Calling for bids for: Key West International Airport Noise Insulation Program Group 1 and that I executed the said proposal with full authority to do so: 2) The prices in this bid have been arrived at independently without collusion, consultation, communication, or agreement for the purpose of restricting competition, as to any matter relating to such prices with any other bidder or with any competitor; 3) Unless otherwise required by law, the prices which have been quoted in this bid have not been knowingly disclosed by the Bidder and will not knowingly be disclosed by the Bidder prior to bid opening, directly or indirectly, to any other bidder or to any competitor; and 4) No attempt has been made or will be made by the Bidder to induce any other person, partnership, or corporation to submit, or not to submit, a bid for the purpose of restricting competition; 5) The statements contained in this affidavit are true and correct, and made with full knowledge that Monroe County relies upon the truth of the statements contained in this affidavit in awarding contracts for said project. (Signature) CEO (Title) April '18, 2024 (Date) 4584 Key West International Airport Noise Insulation Program Group 1 STATE OF: Florida COUNTY OF: Monroe Subscribed and sworn to (or affirmed) before me, by means of physical presence or ❑ online notarization, on April 18, 2024 (date) by Matah Persaud (name of affiant). He/She is personally known to me or has produced (tvve Df identification) as ildlentification. NOTARY PUBLIC P W2,y PubClc S@e e of Horfda Hubert N Reuter c MY Cpmr ossion 4585 Key West International Airport Noise Insulation Program Group 1 EXHIBIT 20 VENDOR CERTIFICATION REGARDING SCRUTINIZED COMPANIES LISTS Project Description(s): KWIA Noise Insulation Program Group 1 Respondent Vendor Name: Marino Construction Group, Inc. Vendor FEIN:65-0823279 Vendor's Authorized Representative Name and Title: Matah Persaud Address: PO Box 1706 City: Key West State: Florida Zip: 33041 Phone Number: 305-359-5269 Email Address:mpersaud@marino-construction.com Section 287.135, Florida Statutes prohibits a company from bidding on, submitting a proposal for, or entering into or renewing a contract for goods or services of any amount if, at the time of contracting or renewal, the company is on the Scrutinized Companies that Boycott Israel List, created pursuant to Section 215.4725, Florida Statutes, or is engaged in a Boycott of Israel. Section 287.135, Florida Statutes, also prohibits a company from bidding on, submitting a proposal for, or entering into or renewing a contract for goods or services of$1,000,000 or more, that are on either the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector Lists which were created pursuant to s. 215.473, Florida Statutes, or is engaged in business operations in Cuba or Syria. As the person authorized to sign on behalf of Respondent, I hereby certify that the company identified above in the Section entitled"Respondent Vendor Name" is not listed on the Scrutinized Companies that Boycott Israel List or engaged in a boycott of Israel and for Projects of$1,000,000 or more is not listed on either the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or engaged in business operations in Cuba or Syria. I understand that pursuant to Section 287.135, Florida Statutes, the submission of a false certification may subject company to civil penalties, attorney's fees, and/or costs. I further understand that any contract with the County may be terminated, at the option of the County, if the company is found to have submitted a false certification or has been placed on the Scrutinized Companies that Boycott Israel List or engaged in a boycott of Israel or placed on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List or been engaged in business operations in Cuba or Syria. 4586 Key West International Airport Noise Insulation Program Group 1 Certified By: Matah Persaud who is authorized to sign on behalf of the above referenced company. Authorized Signature: Print Name: Matah Persaud Title:CEO Note: The Lists are available at the following Department of Management Services Site: htt�,,//www.drns.m tiorida.com/business o.erations/state urchasiir� /ytq,gor information/convi .............................................. .................................................................................................... ........................................................................ ......................................... .................................................................... t ...... �a � ..... �w P . . . .. aints vendor r lists� :. . . . .i: f........................ ....... t . .......... .... 4587 Key West International Airport Noise Insulation Program Group 1 EXHIBIT 21 CERTIFICATE OF COMPLIANCE WITH FAA BUY AMERICAN PREFERENCE As a matter of bid responsiveness, the bidder or offeror must complete, sign,, date, and submit this certification statement with their proposal. The bidder or offeror must indicate how they intend to comply with 49 USC § 50101, and other Made in America Laws, U.S. statutes, guidance, and FAA policies by selecting one on the following certification statements. These statements are mutually exclusive. Bidder must select one or the other (not both,) by inserting a checkmark (V) or the letter"X". 0 Bidder or offeror hereby certifies that it will comply with 49 US C§ 501101, BABA and other related U.S. statutes, guidance, and policies of the FAA by: a) Only, installing steel and manufactured products produced in the United States, b) Only installing construction materials defined, as: an article, material, or supply— other than an item of primarily iron or steel; a manufactured product; cement and cementitious materials; aggregates such as stone, sand, or gravel; or aggregate binding agents or additives that are or consist primarily of non-ferrous metals-, plastic and polymer-based products (including polyvinylchloride, composite building materials,and polymers used in fiber optic cables);glass(including optic glass); lumber or drywall that have been manufactured in the United States, c) Installing manufactured products for which the Federal Aviation Administration (FAA) has issued a waiver as indicated by inclusion on the current FAA Nationwide Buy American Waivers Issued listing; or d) Installing products listed as an Excepted Article, Material or Supply in Federal Acquisition Regulation Subpart 5,195. By selecting this certification statement, the bidder or offeror agrees: 1 To provide to the Airport Sponsor or FAA evidence that documents the source and origin of the steel and manufactured product. 2. To faithfully comply with providing U.S. domestic product, 3. To furnish U.S. domestic product for any waiver request that the FAA rejects. 4. To refrain from seeking a waiver request after establishment of the contract, unless extenuating circumstances emerge that the FAA determines justified. The bidder or offeror hereby certifies it cannot comply with the 100 percent Buy American Preferences of 49 USG § 50101(a) but may qualify for a Type 3 waiver under 49 USG § 50101(b). By selecting this certification statement, the apparent bidder or offeror with,the apparent low bid agrees: 1. To submit to the Airport Sponsor or FAA within 15 calendar days of being selected as the responsive bidder, a formal waiver request and required documentation that supports the type of waiver being requested, Z That failure to submit the required documentation within the specified timeframe is cause for a non-responsive determination that may result in rejection of the proposal. 4588 Key West International Airport Noise Insulation Program Group 1 3. To faithfully comply with providing U.S. domestic products at or above the approved US. domestic content percentage as approved by the FAA 4. To refrain from seeking a waiver request after establishment of the contract, unless extenuating circumstances emerge that the FAA determines justified, Required Documentation Type 3 Waiver - The cost of the item components and subcomponents produced in the United States is more that 60 percent of the cost of all components and subcomponents of the "item."' The required documentation for a, Type 3 waiver is: a) Completed Content Percentage Wbrksheet and Final Assembly Questionnaire including: b) Listing of all product components and subcomponents that are not comprised of 100 percent U,.S, domestic content (Excludes products listed on the FAA Nationwide Buy American Waivers Issued listing and products excluded by Federal Acquisition! Regulation Subpart 25.108 (products of unknown origin must be considered as non- domestic products in their entirety). c) Cost of non-domestic components and subcomponents, excluding labor costs associated with final assembly at place of manufacture. d) Percentage of non-domestic component and subcomponent cost as compared to total "item" component and subcomponent costs, excluding labor costs associated with final assembly at place of manufacture. Type! 4 Waiver (Unreasonable Costs) - Applying this provision for iron, steel, manufactured goods, or construction materials,, would increase the cost of the overall project by more than 25 percent. The required documentation for this waiver is: a) Completed Content Percentage Worksheet and Final Assembly Questionnaire from b) At minimum two comparable equal bidders,and/or offerors; c) Receipt or record that demonstrates that supplier scouting called for in Executive Order 14005, indicates that no domestic source exists for the project and/or component; d) Completed waiver applications for each comparable bid and/or offer, False Statements: Per 49 USC§47126,this certification concerns a,matter within the jurisdiction of the Federal Aviation Administration and the making of a false, fictitious, or fraudulent certification may render the maker subject to prosecution under Title 18, United States Code. Date, Signature, Marino Construction Group, Inc, Matah Persaud Company Name Printed Name and Title 4589 Key West International Airport Noise Insulation Program Group 1 EXHIBIT 22 CERTIFICATION OF OFFEROR/BIDDER REGARDING TAX DELINQUENCY AND FELONY CONVICTIONS Certifications 1. The applicant represents that it is( ) is not V a corporation that has any unpaid Federal tax liability that has been assessed, for which all judicial and administrative remedies have been exhausted or have lapsed, and that is not being paid in a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability. 2. The applicant represents that it is ( ) is not (\4 is not a corporation that was convicted of a criminal violation under any Federal law within the preceding 24 months. Note If an applicant responds in the affirmative to either of the above representations, the applicant is ineligible to receive an award unless the sponsor has received notification from the agency suspension and debarment official (SDO)that the SDO has considered suspension or debarment and determined that further action is not required to protect the Government's interests. The applicant therefore must provide information to the Sponsor about its tax liability or conviction to the Sponsor, who will then notify the FAA Airports District Office, which will then notify the agency's SDO to facilitate completion of the required considerations before award decisions are made. Term Definitions Felony conviction: Felony conviction means a conviction within the preceding twenty-four (24) months of a felony criminal violation under any Federal law and includes conviction of an offense defined in a section of the U.S. code that specifically classifies the offense as a felony and conviction of an offense that is classified as a felony under 18 U.S.C. § 3559. Tax Delinquency: A tax delinquency is any unpaid Federal tax liability that has been assessed, for which all judicial and administrative remedies have been exhausted, or have lapsed, and that is not being paid in a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability. Date Signature Marino Construction Group, Inc. Matah Persaud Company Name Printed Name and Title 4590 EXHIBIT 23 AFFIDAVIT ATTESTING TO NOWCOERCIVE CONDUCT FOR LABOR OR SERVICES Entity/Vendor Name: HAV-WO CON MUGnow 6"Up 11 INC Vendor FEIN: b5 ® ObA-3a-1 Ci Vendor's Authorized Representative: HATA14 PWAUD CEO Address: P.0. 24Y. 1-70(p (Name and Title) City: V-f-"q wr�&T — State: AUE.(Q A Zip: -&3,0 yam_ Phone Number: .305-3&9- G;k.0 9 Email Address: '1 GLG m"nc) -'Co A,CCYn �J As a nongovernmental entity executing, renewing, or extending a contract with a government entity, Vendor is required to provide an affidavit under penalty of perjury attesting that Vendor does not use coercion for labor or services in accordance with Section 787.06, Florida Statutes. As defined in Section 787.06(2)(a), coercion means: 1. Using or threating to use physical force against any person; 2. Restraining, isolating, or confining or threating to restrain, isolate, or confine any person without lawful authority and against her or his will; 3. Using lending or other credit methods to establish a debt by any person when labor or services are pledged as a security for the debt, if the value of the labor or services as reasonably assessed is not applied toward the liquidation of the debt, the length and nature of the labor or service are not respectively limited and defined; 4. Destroying, concealing, removing, confiscating, withholding, or possessing any actual or purported passport, visa, or other immigration document, or any other actual or purported government identification document, of any person; 5. Causing or threating to cause financial harm to any person; 6. Enticing or luring any person by fraud or deceit; or 7. Providing a controlled substance as outlined in Schedule I or Schedule 11 of Section 893.03 to any person for the purpose of exploitation of that person. As a person authorized to sign on behalf of Vendor, I certify under penalties of perjury that Vendor does not use coercion for labor or services in accordance with Section 787.06. Additionally, Vendor has reviewed Section 787.06, Florida Statutes, and agrees to abide by same. Certified By: MATA14 PEk&PoJQ who is authorized to sign on behalf of the-.a.bove-rd erenced company. Authorized Signature: Print Name: Title: 4591