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Item J03 J.3 Coty f � ,�� ,' BOARD OF COUNTY COMMISSIONERS �� Mayor David Rice,District 4 The Florida Keys � Mayor Pro Tem Craig Cates,District I y Michelle Coldiron,District 2 James K.Scholl,District 3 Ij Holly Merrill Raschein,District 5 County Commission Meeting September 21, 2022 Agenda Item Number: J.3 Agenda Item Summary #11009 BULK ITEM: No DEPARTMENT: Airports TIME APPROXIMATE: STAFF CONTACT: Richard Strickland(305) 809-5200 N/A AGENDA ITEM WORDING: Approval to waive four (4) minor bid irregularities and award bid and contract to the lowest responsible/responsive bidder DEC Contracting Group, in the amount of $2,698,460.74 for the Key West International Airport Noise Insulation Program (NIP)project at Key West by the Sea, Final Phase. The FAA grant for this project is also on the September 21, 2022 agenda. All project costs to be funded with FAA Grant 437-71 (90%) and Passenger Facility Charge 417 (10%). ITEM BACKGROUND: The four minor bid irregularities include: (1)DEC listed"KWBTS Building A —Phase 2" on their AIA A310 Bid Bond and Consent of Surety Form instead of "KWBTS Final Phase;" (2)DEC's bid submittal (Part B) was missing a summary of safety violations during the past 7 years from their asbestos abatement subcontractor, Cross Environmental Services; (3)DEC's bid submittal was missing copies of licenses from their mechanical subcontractor, Breezy Cool, and electrical subcontractor, Whidden Electric; and (4)while DEC did provide a copy of their contractor license in Item Q of their bid submittal, their contractor license number was not included on the form in Part A. 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 February 16, 2022, the BOCC granted approval to advertise the bid solicitation. September 21, 2022 Agenda concurrent requests: 1. Ratification and approval of FAA Grant 3-12-0037-71-2022. 2. Approval of PSO 48 with THC for construction management& administration. 3. Approval of Jacobs Project Management Co.'s Task Order No. 2022-11 for Airport Noise Program Coordinator Services. Packet Pg. 2031 J.3 CONTRACT/AGREEMENT CHANGES: New Contract STAFF RECOMMENDATION: Approval DOCUMENTATION: Bid Tabulation Sheet DEC Contracting KWBTS Final Phase Volume 1 of 5 Bidding & Contract Requirements Volume 2 of 5 Project Specifications Volume 3 of 5 Handling and Demolition Guidelines for Demo of Nonfriable Asbestos-Containing Materials In-Place Volume 4 of 5 Construction Documents Volume 5 of 5 Typical Project Details and Site Information Addendum No 1 KWBTS Final Phase FINANCIAL IMPACT: Effective Date: Upon Notice to Proceed (NTP - Permits) Expiration Date: 258 days after NTP -Permits Total Dollar Value of Contract: $2,698,460.74 Total Cost to County: 0 Current Year Portion: 0 Budgeted: Yes Source of Funds: FAA Grant 437-71 (90%) and Passenger Facility Charge 417 (10%) CPI: Indirect Costs: Estimated Ongoing Costs Not Included in above dollar amounts: Revenue Producing: No If yes, amount: Grant: County Match: Insurance Required: Yes Additional Details: 09/21/22 406-63603 - PASSNGER FACILITY CHG 40 $269,846.07 REVIEWED BY: Beth Leto Completed 08/22/2022 12:09 PM Richard Strickland Completed 08/29/2022 2:23 PM Pedro Mercado Completed 08/29/2022 2:45 PM Packet Pg. 2032 J.3 Purchasing Completed 08/29/2022 3:12 PM Budget and Finance Completed 08/29/2022 3:13 PM Brian Bradley Completed 08/29/2022 5:25 PM Lindsey Ballard Completed 08/31/2022 11:51 AM Board of County Commissioners Pending 09/21/2022 9:00 AM Packet Pg. 2033 m cM N G. U. J4 O ,. N } } G. Z _O O f- } V pp o s � � Z m 00 00 cn U N N OC > - O o � o G U N } a auj � � WZ O ZW �- ni Q Huj W Q L~LQ (hN 6TO m o p W Z p N o o apON UJ m v � 0 W s •- a a Z = Q � � Qn p Q m OC I- H > cY -� p = Qa OC � W 4- m � ~ Q oco Cy, aQ a Q a W u p J � c p L v o .T o Z Q ,.+ s v .. o a W V Lu U Q W O o o -0 W rn Z 0 a' U o�' OC i s = Q o W a o � 4- L I- cL- o a = N w a O ~ U o_ - � po (f) L CL } v CL ti-- W rw } 4- 4- 0 �' u LL W -a o o - W - I~- do tj J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase 0 Volume 1 of 5 Bidding and Contract Requirements 0- z n iKeyWest International Airport U) (D E Prepared for: s Cr THE MONROE COUNTY BOARD OF COUNTY COMMISSIONERS as Mr. David Rice, District 4 Mayor Mr. Craig Cates, District 1 Mayor Pro-Tem Ms. Michelle Coldiron, District 2 Commissioner Vacant Until Filled, District 3 Commissioner Ms. Holly Raschein, District 5 Commissioner Ln Prepared by: THC, Inc. E 3300 Breckinridge Blvd., Suite 200 Duluth, Georgia, 30096 as In Association with: F The Sun Group, Inc. Jones & Conde, LLC Gallagher Bassett Technical Services March 2022 Packet Pg. 2035 J.3.c Key West International Airport Noise Insulation Program Construction of KWBTS- Final Phase TABLE OF CONTENTS -VOLUME 1 of 5 BID & CONTRACT REQUIREMENTS c� 0 c, Division I -Bid Documents t3 Division II -Contract c Division III -General Provisions 76 Division IV-Special Provisions - ,E c� 0 t3 06 LO 4- 0 T- 0 E 0 4i E c� TABLE OF CONTENTS Packet Pg. 2036 J.3.c 0 u u w a 0 u- en z DIVISION I U) BID DOCUMENTS E 0 u 06 Lo 4- 0 E .2 0 E .a u Packet 'Pg. 2037 DIVISION I BID DOCUMENTS -6 SECTION A - NOTICE OF REQUEST FOR COMPETITIVE SOLICITATIONS ....................... 1-1 SECTION B - INSTRUCTIONS TO BIDDERS......................................................................... 1-3 0 SECTION C - PROPOSAL AND SCHEDULE OF BID ITEMS................................................1-14 u u w ATTACHMENT "A" —SCHEDULE OF BID ITEMS.........................................1-18 a 0 SECTION D - BID BOND........................................................................................................1-19 -ra SECTION E - DRUG-FREE WORK PLACE...........................................................................1-20 s U- SECTION F - PRIME BIDDER'S MINIMUM REQUIREMENTS AND STATEMENT OF QUALIFICATIONS ..........................................................................................1-21 SECTION G - DISCLOSURE OF LOBBYING ACTIVITIES....................................................1-37 z SECTION H -ACKNOWLEDGMENT OF RECEIPT OF ADDENDA ......................................1-38 SECTION I - DISADVANTAGED BUSINESS ENTERPRISE PROGRAM..............................1-39 cn 3: SECTION J - BIDDER'S AFFIDAVIT IN COMPLIANCE WITH >_ THE FLORIDA TRENCH SAFETY ACT..........................................................1-40 U) SECTION K - PUBLIC ENTITY CRIME STATEMENT............................................................1-42 E 2 SECTION L - SWORN STATEMENT UNDER ORDINANCE NO. 10-1990 MONROE COUNTY, FLORIDA ETHICS CLAUSE..........................................1-43 SECTION M CERTIFICATION OF NONSEGREGATED FACILITIES..................................1-44 0 SECTION N FEDERAL WAGES DECISION (DAVIS BACON)............................................1-45 u 06 SECTION 0 - CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY, AND VOLUNTARY EXCLUSION -49 CFR PART 29............1-56 ul) SECTION P - NON-COLLUSION AFFIDAVIT........................................................................1-57 4- 0 T_ SECTION Q — LIST OF SUBCONTRACTORS AND MANUFACTURERS.............................1-59 0 E .2 SECTION R—VENDOR CERTIFICATION REGARDING 0 SCRUTINIZED COMPANIES LISTS 1-60 APPENDIX A— ELECTRONIC BID FORM.............................................................................1-62 E BID DOCUMENTS Packet Pg. 2038 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase SECTION A NOTICE OF REQUEST FOR COMPETITIVE SOLICITATIONS NOTICE IS HEREBY GIVEN that on Tuesday, April 26, 2022 at 3:00 P.M., the Monroe County c U Purchasing Office will receive and open sealed responses for the following: U KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM CONSTRUCTION OF KEY WEST BY THE SEA - FINAL PHASE Pursuant to F.S. § 50.0211(3)(a), all published competitive solicitation notices can be viewed at: v v ,,,,;fIIloirlicialea.2.!�,!.icIrroti,ces.c i , a searchable Statewide repository for all published legal notices. Requirements for submission and the selection criteria may be requested from DemandStar by Onvia at www.demandstar.com OR www.monroecounty i s.co . The Public Record is available upon request. A MANDATORY PRE-BID CONFERENCE: will be held on Thursday, March 31, 2022 at 1:00 P.M. via Zoom. No in-person attendance is available. Attendance information will be as detailed in the Contract Documents Volume 1 Section B Instructions to Bidders. In response to Covid-19, the Monroe County Purchasing Department has implemented a new electronic process for reviewing and opening sealed bids. Monroe County is committed to continuing to receive and process competitive solicitations while maintaining the health and safety of our employees and those who attend bid openings. Please do not mail or attempt to deliver in person any sealed bids. Mailed/physically delivered bids/proposal/responses WILL NOT be accepted. c� The Monroe County Purchasing Department hereby directs that bids be submitted via email to: �7,11 „I ......I ,II„ICE, a ou ru oecou�u r tll.r, y, no later than 3:00 P.M. on April 26, 2022. Please submit your confidential financial information in a SEPARATE EMAIL from your bid and required documents. 06 Your subject line on both emails must read as follows: KWIA NOISE INSULATION PROGRAM CONSTRUCTION OF KEY WEST BY THE SEA - FINAL PHASE; 04/26/2022 LO 0 T_ Files that do not contain this subject line WILL BE REJECTED. Please note that the maximum file size that will be accepted by email is 25MB. Please plan accordingly to ensure that your bid is not rejected due to the file size. Should your bid documents exceed 25MB or otherwise be 0 rejected or undeliverable to �,�,1M1B,::Ike„IIDS.P onroecou rvty ,U..,,..cov, in advance of the bid opening, > please email: oq 11 Irauvp,lr 1 iiirr,,, „!r 2. r,L2f g ,2.Ep ;j., ..rll.c� so accommodations for delivery of your bid can be made prior to the bid opening. Please be advised that it is the bidder's sole responsibility to ensure delivery of their bid and waiting until the bid opening to address or confirm your bid submission delivery will result in your bid being rejected. BID DOCUMENTS 1-1 Packet Pg. 2039 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase The bid opening for this solicitation will be held virtually, via the internet, at 3:00 P.M., on April 26, 2022. You may call in by phone or internet using the following: c� Join Zoom Meeting 0 U https:Hmcbocc.zoom.us/m/4509326156 W Meeting ID: 4509326156 0 One tap mobile: +16465189805„4509326156 (New York) +16699006833„4509326156 (San Jose) Dial by your location: +1 646 518 9805 (New York) +1 669 900 6833 (San Jose) Bid Advertisement Dates: Florida Keys Weekly - March 3, 2022 News-Barometer- March 4, 2022 Key West Citizen - March 9, 2022 Online Posting: E www.demandstar.com CU c� www.monroecountybids.com. 0 U 06 LO 4- 0 E 0 E c� BID DOCUMENTS 1-2 Packet Pg. 2040 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase SECTION B INSTRUCTIONS TO BIDDERS c� MANDATORY PRE-BID CONFERENCE: A web-based video Pre-Bid Conference will be held on Thursday, March 31, 2022 at 1:00 P.M. via Zoom. No in-person attendance is available. t0 c, Attendance at the Pre-Bid Conference is mandatory for all Bidders and their Asbestos Abatement Sub-Contractor. Potential Bidders will be required to pre-register with the Key West NIP Protect 0 Manager, Steve Vecchi, via email at svecchiC@thcinc.net on or before Tuesday, March 29, 2022 CL at 1:00pm and provide the following contact information for all attendees. 1. Company name, name, phone number and email address of the Bidder's designated representative. 2. Company name, name, phone number and email address of the Bidder's Asbestos Abatement Subcontractor representative. 3. List of questions, if any. A list of all pre-registered Bidders will be included in the presentation. , To minimize bandwidth for the video conference, attendance for each Bidder will be limited to the following two (2) individuals: One (1) representative of the Bidder and one (1) representative of his/her Asbestos Abatement Sub-Contractor. U) Join Zoom Meeting https.//us06web.zoom.us/I/86101882195?pwd=Vm9mUC9uNEVnOUdFSTdWR1 RyK31Zdz09 Meeting ID: 861 0188 2195 Passcode: KWBTS At the start of the on-line conference meeting, the presenter will take a verbal "roll-call" of t0 attendees, utilizing the pre-registered Bidder contact information. The Bidder's representative 06 and their asbestos abatement representative will be required to remain on-line for the entire duration of the Pre-Bid Conference. During the on-line conference meeting, the Key West NIP Project Manager will review a series of LO PowerPoint slides that will address specific agenda items. Questions from Bidders will be 0 addressed at the conclusion of each conference agenda section, utilizing either pre-submitted questions or questions raised after the review of the agenda section. In addition to the Key West Project Manager, key NIP Management Team members will also be on the conference call to address questions. > At the conclusion of the on-line Pre-Bid Conference, the Key West NIP Project Manager will take a final verbal "roll-call" for all attending potential Bidders and their Asbestos Abatement Representative and provide a time & date for an optional KWBTS site visit. For additional information concerning the Pre-Bid Conference, please contact Steve Vecchi, Noise Insulation Program Project Manager via email at svecchi@thcinc.net. BID DOCUMENTS 1-3 Packet Pg. 2041 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase All prospective Bidders and their asbestos abatement contractor who will perform the abatement scope of this project are required to attend the on-line Pre-Bid Conference. Failure of representatives of both parties to attend the Pre-Bid Conference will result in disqualification of his/her bid submittal. 0 CONTENTS OF CONTRACT DOCUMENTS: U c, Proposal forms are contained in these Contract Documents. 0 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 bid submitted shall accompany each proposal. 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. 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. OPTIONAL SITE VISIT: ,E Prospective Bidders will have the opportunity to visit the site Tuesday April 12, 2022 or Wednesday April 13, 2022 between the hours of 9:00 am and 5:00 pm. A request to visit the site must be scheduled in advance via email to: Dale Griffin, NIP Construction ManagerCU (dgriffin@thcinc.net). The optional site visit will include a brief walk of the KWBTS complex and grounds and access to several representative KWBTS condominiums. c c, 06 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 LO for an interpretation of the proposed documents to the NIP Program Manager THC, Inc. 3300 0 Breckinridge Blvd. Suite 200, Duluth, Georgia 30096 Email:svecchi@thcinc.net. No oral interpretations will be made to any Bidder/Respondent as to the meaning of the contract E documents. Any inquiry or request for interpretation received ten (10) calendar days prior to the 0 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 DemandStar and a notification will be furnished by DemandStar 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 BID DOCUMENTS 1-4 Packet Pg. 2042 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase 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. 0 U 3. ADDENDA: U Any Addenda issued during the preparation of bids shall be included in the Proposal and shall 0 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 U appropriate place on the Proposal Form. 06 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 LO 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. 0 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. BID DOCUMENTS 1-5 Packet Pg. 2043 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase 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 U any or all bids and to waive technical errors and irregularities in any bid as may be deemed in the U best interest of the County. 0 7. BID PRICE: 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 150 days. 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 and the Asbestos Abatement Contractor meet minimum qualifications. (See General Provisions 20-02 and Section F"Prime Bidder and Asbestos Abatement Sub-Contractor 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 fifty (150) days after opening of the Proposal but no award will be U made until the responsibility of the Bidder to whom it is proposed to award the contract has been 06 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 LO 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 less, after the posting of the notice of decision or intended decision on DemandStar 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 BID DOCUMENTS 1-6 Packet Pg. 2044 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase 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 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 c the County to do so. U 10. RETURN OF BID BOND: c 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 E the surety to said bond. 12. FAILURE TO EXECUTE CONTRACT: c� CU 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 U the proposal shall become the property of Monroe County. At its option, Monroe County may then 06 annul the award and award the contract to the next lowest responsible bidder or reject all proposals and re-advertise. 13. CONTRACT TIME: LO 4- 0 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 Fifty-Eight (258) calendar days 0 of initial Notice to Proceed. If the Contractor does not comply with the contract time, then liquidated damages will apply E pursuant to Special Provisions No. 2 and 3. 14. CONTRACT CLOSE-OUT: BID DOCUMENTS 1-7 Packet Pg. 2045 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase Subsequent to the final acceptance of this project by Monroe County, the requirements of Special Provision No. 1, Section 25 "Project Documentation" Subsection H. "Prerequisites to Substantial Completion" must be satisfied. c� 15. BID PROPOSAL SUBMISSION: 0 U The Bid Proposal submitted for the work included in this project shall include the following fully U executed documents: A. Bid Proposal (Division I, Section C) c B. Schedule of Bid Items (Division I, Section C, Attachment "A") C. Electronic Bid Sheets (Appendix A) D. Bid Bond (Division I, Section D) E. Drug-free Work Place (Division I, Section E) F. Prime Bidder and Asbestos Abatement Sub-Contractor Statement of Qualifications (Division I, Section F) G. Disclosure of Lobbying Activities (Division I, Section G) H. Acknowledgment of Receipt of Addenda (Division I, Section H) I. Disadvantaged Business Enterprise (Division I, Section 1) J. Bidder's Affidavit in Compliance with the Florida Trench Safety Act (Division 1, Section J) K. Public Entity Crime Statement (Division I, Section K) ,E L. Sworn Statement Under Ordinance No. 10-1990, Monroe County (Ethics Clause) (Division I, Section L) c� M. Certification of Non-Segregated Facilities (Division I, Section M) N. Federal Wage Decision (Division I, Section N) U 06 O. Certification regarding Debarment, Suspension, Ineligibility, and Voluntary Exclusion-49 CFR Part 29 (Division I, Section O) E P. Bidder's Statement on Insurance (Division 111, Section 140) LO Q. Non-Collusion Affidavit (Division I, Section P) R. List of Subcontractors and Manufacturers (Division 1, Section Q) E S. Certificate of Buy American Compliance — Manufactured Product (Division III, Section 170) > T. Certification of Offeror/Bidder Regarding Tax Delinquency and Felony Convictions (Division III, Section 180) E c� U. Contractor's State and Local Licenses and Certifications for Bidder and all subcontractors BID DOCUMENTS 1-8 Packet Pg. 2046 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase V. Vendor Certification Regarding Scrutinized Companies Lists (Division 1, Section R) W. FAA Buy American Requirements KWBTS Final Phase— Material Content Breakdown (Division III, Section 190) 0 16. MARKING AND ELECTRONIC BID SUBMITTAL: U U In response to Covid-19, the Monroe County Purchasing Department has implemented a new c electronic process for reviewing and opening sealed bids. Monroe County is committed to continuing to receive and process competitive solicitations while maintaining the health and safety of our employees and those who attend bid openings. Please do not mail or attempt to deliver in person any sealed bids. Mailed/physically delivered bids/proposal/responses WILL NOT be accepted. The Monroe County Purchasing Department hereby directs that bids be submitted via email to: OMB-BIDS monroecounty-fl.gov, no later than 3:00 P.M. on April 26,2022. Please submit your confidential financial information in a SEPARATE EMAIL from your bid and required documents. Your subject line on both emails must read as follows: KWIA NOISE INSULATION PROGRAM CONSTRUCTION OF KEY WEST BY THE SEA - FINAL PHASE; 04/26/2022 Files that do not contain this subject line WILL BE REJECTED. Please note that the maximum file size that will be accepted by email is 25MB. Please plan accordingly to ensure that your bid is not rejected due to the file size. Should your bid documents exceed 25MB or otherwise be rejected or undeliverable to OMB-BIDS(a-)monroecounty-fl.gov, in advance of the bid opening, please email: omb-gurchasingmonroecounty-fl.gov so accommodations for delivery of your bid E can be made prior to the bid opening. Please be advised that it is the bidder's sole responsibility to ensure delivery of their bid and waiting until the bid opening to address or confirm your bid submission delivery will result in your bid being rejected. 0 Bids received prior to the time of opening will be securely kept, unopened. Monroe County will c) decide when the specified time has arrived, and no bid received thereafter will be considered. No 06 responsibility will be attached to Monroe County for the premature opening of a bid not properly E addressed and identified. Unless specifically authorized, telegraphic bids will not be considered but modifications by telegraph of bids already submitted will be considered if received prior to the LO hour set for opening. - 17. 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. E c� BID DOCUMENTS 1-9 Packet Pg. 2047 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase 18. BID OPENING: The bid opening for this solicitation will be held virtually, via the internet, at 3:00 P.M., on April 26, 2022. You may call in by phone or internet using the following: Join Zoom Meeting t0 httr)s:Hmcbocc.zoom.us/m/4509326156 W Meeting ID: 4509326156 0 One tap mobile: +16465189805„4509326156 (New York) +16699006833„4509326156 (San Jose) Dial by your location: +1 646 518 9805 (New York) +1 669 900 6833 (San Jose) 19. 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. 20. ERRORS IN BID: ,E Bidders or their authorized agents are expected to examine the maps, drawings, specifications and all other instructions pertaining to the work, which will be open to their inspection. Failure to CU 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. t0 06 21. 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 LO specified or, if no period is specified, within ten (10)days after the prescribed forms are presented 0 to him for signature. 0 E 22. 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. 23. SUBLETTING OR ASSIGNING OF CONTRACT: (a) Limitations: The Contractor shall not sublet, assign, transfer, convey, sell or BID DOCUMENTS 1-10 Packet Pg. 2048 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase 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 S Contractor of any responsibility for the fulfillment of the contract. Unless otherwise stipulated in the proposal or special provisions and with the assistance of workmen under his/her immediate superintendence and reported on his/her payroll, contract work of a c) value not less than fifteen percent (15%) of the total contract amount must be performed c, by the General Contractor. 0 (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 Program Manager, as in the case of any employee. 24. 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. 25. 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 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. 26. SHOP DRAWINGS: Shop drawings will be reviewed by the 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 Program Manager. U The Program Manager's review of shop drawings shall not relieve the Contractor from his/her 06 responsibility for any deviations from the requirements of the contract documents. Contractor shall submit five (5) copies of shop drawings to the Program Manager for approval. 27. FLORIDA TRENCH SAFETY ACT: LO 0 It- 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 0 the provisions of the Florida Trench Safety Act (Sections 553.60-553-64, Florida Statutes). 28. SCHEDULE OF WORK: E c� 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 BID DOCUMENTS 1-11 Packet Pg. 2049 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase be increased or decreased, and no provision shall be made for re-negotiation (see Division I, General Provisions, Section 40, for further information). 29. PROJECT FUNDING: Work included in this project will be paid by funds from Monroe County and the Federal Aviation c c, Administration (FAA). L) 30. DISADVANTAGED BUSINESS ENTERPRISES (DBE) GOALS: 0 For the FY2020-2022, the Key West International Airport has established a triennial race-neutral goal of 23.2% for the utilization of DBEs on all federally-funded contracts. Bidders may meet this goal by being a certified DBE under FUCP or by subcontracting a portion of the work to a DBE certified under FUCP. 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: htt2://www.ecfr.pov). 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." 31. PUBLIC ENTITY CRIME STATEMENT: U) 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 CU CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list. c c, 06 32. 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 LO participate in the performance of contracts financed in whole or in part with FAA funds. The DBE c 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. BID DOCUMENTS 1-12 Packet Pg. 2050 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase 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. c� 33. EQUAL EMPLOYMENT OPPORTUNITY: 0 U In connection with the carrying out of this project, the contractor shall not discriminate against any L) 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 0 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. 34. 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. U) ,E c� CU 0 U 06 LO 4- 0 E 0 E c� BID DOCUMENTS 1-13 Packet Pg. 2051 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase SECTION C PROPOSAL AND SCHEDULE OF BID ITEMS c� BID TO: Monroe County Purchasing Department 71 I� :IB1111.�:. „ .. . . .. � U BID FROM: Company Name 0 Mailing Address: Telephone Number: Submitted (Date): U) 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 satisfiedCU himself/herself relative to the work to be performed. 0 The Bidder proposes and agrees, if this proposal is accepted, to contract with the Monroe County U 06 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: LO Key West International Airport - Noise Insulation Program Construction of Key West by the Sea - Final Phase E 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 E 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 1-14 Packet Pg. 2052 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase The Contractor shall complete the Schedule of Values included as Attachment "A." The Schedule shall be added, and the final total base bid amount will be: c� $ Dollars U (total Base Bid - words) W 0 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 U) 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 E 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. 0 U Attached hereto is a certified check on the 06 Bank of or a bid bond for LO the sum of dollars ($ ) made - T- payable to the Monroe County Board of Commissioners. 0 E c� BID DOCUMENTS 1-15 Packet Pg. 2053 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase Add checkmarks to items to indicate they are included: A. —Bid Proposal B. Schedule of Bid Items (Attachment"A") C. Electronic Bid Sheets 0 D. Bid Bond U c, E. —Drug-Free Workplace form 0 F. Prime Bidder and Asbestos Abatement Sub-Contractor Qualifications: a. Part A— Prime Bidder b. Part B —Asbestos Abatement Subcontractor G. Disclosure of Lobby Activities H. Acknowledgement of Receipt of Addendum I. Disadvantaged Business Enterprise Program a. List of DBE Subcontractors b. _DBE Utilization Form "Attachment 1," Division III, Section 150 C. —DBE Letter of Intent "Attachment 2," Division III, Section 150 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 t0 P. Bidder's Statement on Insurance 06 Q. Non-Collusion Affidavit R. —List of Subcontractors and Manufacturers LO S. Certificate of Buy American Compliance - It- T. Certification of Offeror/Bidder Regarding Tax Delinquency and Felony Convictions U. —Copy of State and Local Licenses and Certifications for Bidder and Subcontractors 0 V. Vendor Certification Regarding Scrutinized Companies Lists > W. —FAA Buy American Requirements KWBTS Final Phase — Material Content Breakdown BID DOCUMENTS 1-16 Packet Pg. 2054 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase Submitted by: c� (Company Name) t0 U 0 (Signature) CL (Title) (Date) STATE OF: COUNTY OF: ,E Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ online c� notarization, on (date) by t0 06 (name of affiant). He/She is personally known to me or has produced LO 4- (type of identification) as identification. c E 0 E NOTARY PUBLIC BID DOCUMENTS 1-17 Packet Pg. 2055 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase ATTACHMENT "A" SCHEDULE OF BID ITEMS c� Complete the Electronic Bid Pricing Sheet(as shown in Appendix A)using numbers(not formulas) and enter the Total Base Bid in figures below. t0 U 0 �. TOTAL BASE BID $ Key West by the Sea Final Phase (KWBTS) — 18 Units Group 1 - Unit Numbers (4 Units): A101, A201, A401, A603, Group 2 - Unit Numbers (14 "Clean Up" Units): KWBTS Building A A208, A605 KWBTS Building B B105, B208, B307, B309, B405, B601, B607, B611 KWBTS Building C C115, C211, C219, C317S Note: Group 2 Units represent alternate units which may be excluded, in part or in whole, from the Contract if the total bid exceeds available FAA project funding. 0 U 06 The lowest responsible bid will be based on the Total Base Bid. The contract will be awarded in the amount of the Total Base Bid. Payment for the Work included in the Base Bid shall be made at the contract lump sum price for the proposed work, which price LO and payment shall be full compensation for furnishing all materials, equipment, labor, processes, c tools and incidental costs required to complete the Work including Building permit fees. 0 c� BID DOCUMENTS 1-18 Packet Pg. 2056 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase SECTION D BID BOND c� 0 U 0 Bid Bond CL CONTRACTOR: SURETY:: (Yarsmtar,legal vatus and aaeddrvzsa (Narrraaa,to Ol steatraz avul,trrTnCipal place � aarbW bver;l ThlIsairooaurmerd has ImrayportaM legal rrsegmerlces.Cones Vll�ailuan Wilt, � OWNER:: ati at.bMey IS eroosrworagea wu lhl (TMyarsaae,IrE r smewn x rd'.adefreaa, r ae l to IlWcoetrpieflon r r mcdMeafffain., .. Any eUruuyeurstm ImeGelremce ta. Contra r°Surely,Owner or BOND�41 OUNT`.: othwar pa My rhiaf be cmra eldererd Ipriural wahere apglzale,. IP'BCIrnVIIET � (TMt'asrraea°ioravon w•address,ss,mud F"uV'amst rrraa� Mw ,tf"gj%v� a The Coutrarmor.and Surely are bouutl,to time o%%mer in the mneqW sef formh above,for tote payment of winch the C.da=mclar and Sucery biu.d.theumse:h,,e,s,their heirs,„execuraTs,adrrriatisrrators,,swmrcesrsurs and.:ssriseps,„ o mtly and sew,e;raRy°,as pT.owrfded harem.The conditions of trims Baal are such thaf if the Owner ac cepts tetra bid of the C:outrac:toa U) waridhiu.'the ftme specified.iu.the'bud.docurrmeats,,orwctlliin smmch lime:period as,utafr be agreed to by d3e Owner onnactor,and the Contractor efth r(l)eutErs mto a coact waafth the C%%mer in accordance xvith the lenns ofsmc'h, 0 bad,stud gives,such bond or bonds as nmalr be spgctffed in the bidding or C"autract Llwo mnertts,%wlrth a stmwary adbnurted, in the.jxmtisldtctian of the Project and admemise acceptable to the owumer.,RN the fhifthfal perfhrun.awnce of'suc'.h C orrtract ,and for the rpro pr Trttyment of labor and material fm alis;hed um the.;prorserwmtiyou theaeca-f,or(2)pays to[Irene,owwvuer the dfffaeereuce.mot to exceed the austnttwt of this Bond,between the aniount srpQcified to said bid and such larger am munm° for am°Infch the CDwuer may m good fafth coutrnc:t with another party to penfurrm time work covered by said bid,than[Iris oblmff,abau shall be oufl androW,othe,rwise rra remuaiu ox Rill fcar.ce and effect.The&uaety,herebl waramves,aria^nonce of ,an agt°eerueert:between the O wwuer and Caostrraciar io mind the btma,e in w duch,time C wlae,r may accept the bid Waker of � notice by the TSut eryr shall uat apply to any extension estceednug sfncty+(fv0)days Lu the,aggregate be and the time fear acceptance ofbi,ds specLded in the bid 11m.imetrts�and the DA mea ind C:outrartor shall obtain the Suzery's consent faT. ,an extetsuan belyand sixty(W)days 0 If this Bond is m uwed in rounecuanu with a subcotnracta ,"s bdd to a C,outnactor,the term C"outtac:tor in thr.EB I shall L) be deemed to be Subr ontrarmor and the term Oumer shall,be&EmEd to be C°outrac:mor.. �9 Wtmen this llormd I32SL been frutnmsliad,to conulnly with a statutory or other legal,rmrgtmireum nm in tlae la cation,of the Proyea, � any pffmasion Lu this Bond eouflro-cting wwimh said statoemwry or legal regwrmreasmemmt shall be deemed deleted he efraom stud, rpr+owmions Man g,to such start olst y or,oNhea legal wegwwiremeut shall be deettwed mr otpoaamed hezemu.Iti"I Rn so ftzr ished,the ituteut is that this Band small be cousinme,d as a starxmtery bond stud nnot as a c aumxmrce law baud. E Segued and sealed this day of t 4- 0 ��axra,ntor aa5:°a°ommrrcwtm��r �;5 �� a PP"mtraarsw,p' �T1[fay a';S'nr^mrfry,,i f;5 > �'f P`,si!narsw,p' of ti ttw r^wurIlu°,ttlYt rlu1uGmluvrIIIfMg11aaa111u°,11Ilgjlii1MM�wtAllACaallr(ia'aMa4attf)4MIMfIll ourrlllrollu°lestdllMf�„t1rMT;.MII°all4o„wuaeatIklIIu,Ai1^1u°ruwrlrlalls arlulw US1 dt JIPin In�VYRMpaMr$II II IItl H be 47rfi1°cull"au4r Ind. d411wY Iauaurw�wmi Aai!�aTM"—xMW7a iUraw w�noma&..�'ruPYlehi 0"0'a£a,r a;rn1 and xtai tl lye Twar,�ner'ar;aua,IlrarXulr ar.M�rwreerfa.All rRmthtaai..Im�a�axw�eadl (' aJmdrA C fU!!!,'7rn"a:f li rculu„dh,mlN,'"°II vvl 1 Ilrcr ul,iaullll.Is lr hull"!n A r-rall4AI d Mug^UP MY a,¢Vv!y„u UwMllnll II wvmry mwllnrc1 a rrrrsauri am911uKu rlllff IY 1rrn+ud'iiiumma aaw cull uvIImM IlvuiWi,llal Ii x Iv"•:'tl:Nfr &TAw dnvmw V:)o vflki uH r"T IIf,uvular mm„u fl Iluu al uumlrsavv,au lIV11111 uruand,Iuu9mllu1111114U IIo!himMU�,dwuoiwH ww111111 II mw Ilulr!nw„uro,u10A 111$uu 0uaouv mvmu nifiluun avrlPrrnulrU puuuunll.Arrn � uuuaitt6�0m,umn�1 1 iw 'Fum¢tvma,erm mr!e W<:rtrldM�rh 6dw rve b-f(lr'¢ca9mM��.�dVft Wq�.iw�,3'r N:nut,.. nrrtnPIk�N d.T).rep.,t-7�P wru11®t�.M�uvre.rts0'A A C..N _c �g nraeuroen%e- ,al€Thrre Amedran ir�mtftAre>at�tiWrrmnrw.crat IIe�aad rruramp,ra�p�r y�cm sba.rrA. n,.o�xww,,nvu uu "+6 BID DOCUMENTS 1-19 Packet Pg. 2057 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase SECTION E DRUG FREE WORKPLACE FORM c� The undersigned Contractor, in accordance with Florida Statute 287.087, hereby certifies that: 0 U U (Name of Business) 0 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. c� 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 c c, who is so convicted. 06 6. Make a good faith effort to continue to maintain a drug-free workplace through implementation of this section. LO As a person authorized to sign the statement, I certify that this firm complies fully with the 0 above requirements. (Signature) > (Title) (Date) BID DOCUMENTS 1-20 Packet Pg. 2058 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase SECTION F PRIME BIDDER AND ASBESTOS ABATEMENT SUB-CONTRACTOR MINIMUM QUALIFICATIONS 0 U Before receiving a recommendation for contract award, the successful prime bidder must show U the established minimum experience qualifications in two (2) areas: 0 PART A- Prime Bidder Minimum Qualifications PART B -Asbestos Abatement Sub-Contractor Minimum Qualifications The project requires an extensive scope of work for up to 19 condominium units in three (3) large, occupied condominium buildings: Building A (6-story), Building B (6-story) and Building C (3- story). In addition, this project requires two (2) scopes of work that are required to be performed independently in each of the 19 condominium units: Asbestos Abatement of Exterior Stucco and/or Wall/Ceiling Interior Joint Compound. The abatement of exterior stucco and/or interior wall/ceiling joint compound will be required first in each condominium before the addition of acoustic modification can occur. The abatement , requires many tasks (outline in Volume 4) including sealing of furniture, closets, cabinets, construction of interior and exterior containment, abatement of stucco and interiorjoint compound, air monitoring, protective clothing, full-time supervision and unit clearances. U) Acoustical Modifications Upon the completion and of the asbestos abatement process in each condominium, the addition E of acoustical modifications will occurwhich require several scopes of work components to include, but not limited to: the installation of specialized impact rated acoustical window and door products, wall and ceiling modifications, masonry and mechanical and electrical modifications. . c� In addition, the Project scope of work will occur in an occupied building, where only a small number of condominiums are receiving the above NIP modifications, all within a security-gated t0 condominium complex with specific site plan limitations. 06 The Bidder must also show excellent business performance and compliance work history. All Bidders shall submit the Statement of Qualifications with their bid (see below section) that will document the experience of the Prime Bidder and his/her Asbestos Abatement Sub-Contractor LO relative to the above minimum requirements. All stated project experience must be proven and 0 It- verifiable. The information presented in the Statement of Qualifications will be reviewed by the NIP Management Team and the County and utilized in the determination of the lowest responsive E / responsible bidder. 0 The following is a detailed summary of the Prime Bidder and Asbestos Abatement Sub-Contractor Minimum Qualifications. E c� BID DOCUMENTS 1-21 Packet Pg. 2059 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase PART A: PRIME BIDDER MINIMUM QUALIFICATIONS At the time of bid submittal, the Bidder must be properly licensed by the State of Florida to perform S the Work as the "prime contractor'. The proposed work consists of commercial construction and renovation on multiple floors of a multi-story condominium building. In addition, the Bidder must possess the ability to secure 100% performance and 100% payment bonding for the total contract U amount. U Given project scope and conditions, all Bidders shall submit a Statement of Qualifications (per 0 the required experience categories below) as supplementary information to their bid submittal that will demonstrate his/her ability to successfully complete the including the following: 1. Sound Insulation Project Experience The Bidder must have successfully completed a minimum of two (2) sound insulation projects and a minimum of one (1) sound insulation project involving a larger habitable building(s) (10,000 square feet or greater) such as a school, townhomes, condominiums and/or public building. 2. Construction Renovation Project Experience The Bidder must have successfully completed a minimum of two (2) renovation projects involving a large building(s) (10,000 square feet or greater)with a diverse scope of work. 3. Resumes of On-Site Lead Employees The Bidder must provide resumes showing employment history and project experience for the persons the Bidder proposes to fulfill the following four lead positions for the project: Project Manager; Protect Superintendent—Construction and Quality Control and Protect Superintendent — Logistics and Planning. The Project Manager and Project Superintendents must be full-time W2 employees of the Bidder and must be on-site throughout the duration of the project. c� CU 0 U 06 LO 4- 0 0 E c� BID DOCUMENTS 1-22 Packet Pg. 2060 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase PRIME BIDDER'S STATEMENT OF QUALIFICATIONS Complete and attach as part of the Bid Proposal. (Do not leave any section blank) c� BIDDER INFORMATION U U Name of Bidder: 0 Authorized Representative Name: CL Authorized Representative Title: Company Address: Email: Business Phone: Fax Number: Florida Contractor License Type and Number: What type of business entity is the Bidder: (sole proprietorship, corporation, partnerships, limited liability company) c� 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? t0 06 How many years has the bidder operated under its present name and any prior names? LO 4- 0 Additionally, the Bidder must also provide the following information on separate sheets: 1) List all owners, partners or shareholders, members; including the titles and responsibilities 0 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 on-site lead employees, (Project Manager, Project BID DOCUMENTS 1-23 Packet Pg. 2061 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase Superintendent—Construction and Quality Control and Project Superintendent—Logistics and Planning). BIDDER CONSTRUCTION PROJECT EXPERIENCE: Sound Insulation Project Experience c U List details of previously completed projects. Add additional sheets as necessary U 0 Sound Insulation Project No. 1 Project Name & Location: Project Contact Name and Telephone: Detailed Description of Project including date of completion and construction value: U) ,E c� 0 Sound Insulation Project No. 2: U 06 Project Name & Location: E Project Contact Name and Telephone: , 4- 0 Detailed Description of Project including date of completion and construction value: E 0 E c� BID DOCUMENTS 1-24 Packet Pg. 2062 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase c� Large Building Renovation Project Experience U List details of previously completed projects. Add additional sheets as necessary U Renovation Project No. 1 Project Name & Location: Project Contact Name and Telephone: Detailed Description of Project including date of completion and construction value: U) ,E c� Renovation Project No. 2: U Project Name & Location: 06 Project Contact Name and Telephone: LO 4- Detailed Description of Project including date of completion and construction value: c E 0 E c� BID DOCUMENTS 1-25 Packet Pg. 2063 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase PRIME BIDDER BUSINESS PERFORMANCE AND COMPLIANCE 1. How many years has your organization been in business as a construction contracting firm? c� 2. Please list the gross dollar amount your firm is currently contracted: 0 3. Please list your firm's available dollars of credit for this project: U U 4. Has you firm ever refused to sign a contract on your original proposed bid amount? 0 ❑ YES ❑ NO CL 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 a has contracted? If yes, provide details ❑ YES ❑ NO If"YES,"provide further explanation using the amplification statement form. CL 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? U) ❑ 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 c U 06 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. 0 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? E ❑ 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 BID DOCUMENTS 1-26 Packet Pg. 2064 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase damages assessed and all other information necessary to fully explain the assessment of liquidated damages. 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. U U ❑ YES ❑ NO 0 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 76 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? t0 ❑ YES ❑ NO 06 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. LO 0 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? ElYES ElNO > 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? BID DOCUMENTS 1-27 Packet Pg. 2065 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase ❑ YES ❑ NO If"YES,"provide further explanation and describe each citation in the amplification statement form: 17. Attach evidence of financial responsibility consisting of a statement or report of the Bidder's financial 0 resources and liabilities in accordance with General Provisions Section 20-02 and also include U U 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; 0 Financial statements for the prior three years for the responding entity or for any entity that is a subsidiary to the responding entity; and 76 Any financial information requested by the county department involved in the competitive solicitation, LO 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. Whether in the last five years, the owner, an officer, general partner, principal, controlling shareholder or major creditor of the person or entity was 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 U) ,E c� 0 U 06 LO 4- 0 E 0 E c� BID DOCUMENTS 1-28 Packet Pg. 2066 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase AMPLIFICATION STATEMENT FORM Use additional pages as necessary c� 0 U U 0 76 U) ,E c� 0 U 06 4- 0 E 0 E c� BID DOCUMENTS 1-29 Packet Pg. 2067 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase 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. 0 U U (Company Name) c 0 (Signature) (Printed Name and Title) (Date) , STATE OF: U) COUNTY OF: ,E Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ online c� notarization, on (date) by U 06 (name of affiant). He/ She is personally known to me or has produced E LO (type of identification) as identification. - E 0 NOTARY PUBLIC BID DOCUMENTS 1-30 Packet Pg. 2068 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase PART B: ASBESTOS ABATEMENT MINIMUM QUALIFICATIONS Given project scope and conditions, the Bidder shall provide a Statement of Qualifications of the proposed Asbestos Abatement Sub-Contractor with their bid submittal (per the required experience categories below) showing that the proposed asbestos abatement sub-contractor has the ability to successfully complete the required asbestos abatement scope of work of the Project. c) c, 1. Asbestos Abatement Experience: 0 The Asbestos Abatement Sub-contractor shall provide examples of previously completed asbestos abatement projects that include the following asbestos abatement scope of work tasks: • Asbestos abatement of exterior stucco on a large multi-story building (10,000 square feet or greater) that requires sealed containment on and above ground. • Asbestos abatement experience in a large (10,000 square feet or greater) occupied building. • Proof of excellent safety record for all stated asbestos abatement projects. • Proof of all required certifications, licenses and staff training and medical testing requirements, as defined in the asbestos abatement specifications. 2. Resume of Lead Asbestos Abatement Supervisor The Asbestos Abatement Sub-contractor shall provide a resume showing employment history E and project experience for proposed Lead Asbestos Abatement Supervisor. The Lead Asbestos Abatement Supervisor shall be a full-time W2 employee of the Asbestos Abatement Contractor. CU 0 U 06 LO 4- 0 0 E c� BID DOCUMENTS 1-31 Packet Pg. 2069 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase ASBESTOS ABATEMENT SUB-CONTRACTOR STATEMENT OF QUALIFICATIONS c� Complete and attach as part of the Bid Proposal. (Do not leave any section blank.) 0 SECTION I —ASBESTOS ABATEMENT SUB-CONTRACTOR INFORMATION U U Name of Firm: 0 Authorized Representative Name: Authorized Representative Title: Company Address: Email: Business Phone: Fax Number: Florida Contractor License Type and Number: What type of business entity is the Firm: (sole proprietorship, corporation, partnerships, limited liability company) c� 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? t0 06 How many years has the bidder operated under its present name and any prior names? LO 4- 0 0 E c� BID DOCUMENTS 1-32 Packet Pg. 2070 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase Additionally, the Asbestos Abatement Sub-Contractor must also provide the following information on separate sheets: 5) List all owners, partners or shareholders, members of the firm including the titles and responsibilities of each person listed. 0 6) A list of recently completed projects that are similar in size and scope to this Project. U U 7) Provide copies of all current State and Local Licenses & Certifications for the firm and its employees that are required to properly perform the entire intended scope of work for the c Project. 8) List details of all safety violations, citations issued to the firm by regulating authority in the past seven (7) years. 9) Provide resumes of key on-site lead employees (and Lead Asbestos Abatement Supervisor) including specific training courses for asbestos abatement. ,E c� 0 U 06 LO 4- 0 E 0 E c� BID DOCUMENTS 1-33 Packet Pg. 2071 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase Asbestos Abatement Project Experience List details of previously completed projects. Add additional sheets as necessary c� Asbestos Abatement Project No. 1 : c c, U Project Name & Location: 0 Prime Contractor: 76 Asbestos Abatement Contractor: Project Contact Name and Telephone: Detailed Description of Project including date of completion and construction value: U) ,E c� 0 U 06 LO 4- 0 E 0 E c� BID DOCUMENTS 1-34 Packet Pg. 2072 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase Asbestos Abatement Project No. 2 Project Name & Location: c� Prime Contractor: 0 U Asbestos Abatement Contractor: w 0 Project Contact Name and Telephone: 76 Detailed Description of Project including date of completion and construction value: E U) ,E c� 0 U 06 LO 4- 0 E 0 E c� BID DOCUMENTS 1-35 Packet Pg. 2073 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase ASBESTOS ABATEMENT SUBCONTRACTOR 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 B - Statement of Qualifications is true and correct. U U 0 (Company Name) (Signature) (Printed Name and Title) (Date) STATE OF: COUNTY OF: E Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ online 0 U notarization, on (date) by 06 (name of affiant). He/ She is personally known to me or has produced LO 4- 0 T- (type of identification) as identification. 0 E c� NOTARY PUBLIC BID DOCUMENTS 1-36 Packet Pg. 2074 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase SECTION G DISCLOSURE OF LOBBYING ACTIVITIES c� Certification of Contracts, Grants, Loans and Cooperative Agreements 0 U U The undersigned certifies, to the best of his or her knowledge and belief, that: 0 (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. U) (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. c� 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 0 or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who U 06 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. LO (Signature) - (Title) 0 E (Date) c� BID DOCUMENTS 1-37 Packet Pg. 2075 Key West International Airport Noise Insulation Program Construction nf Key West bv the Sea - Final Phase SECTION H Addendum 0 ACKNOWLEDGMENT OF RECEIPT OF ADDENDA 76 z 06 LO � � BID DOCUMENTS 1-38 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase 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 t0 time of bid. A list of certified DBE firms is available in the FDOT's Business Directory, which U can be accessed online at the following web address: httpsJ/fdotxwp02.dot.state.fl.us/EqualOpportunityOfficeBusinessDirectory/ c (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 U) ,E c� Total Dollar Value of DBE Work $ U Total Dollar Value of Base Bid $ 06 Total DBE Percentage* (Round to nearest 1/10) % *DBE Percentage = (Total Dollar Value of Work/Total Dollar Value of Base Bid) x 100 LO 4- *(member of a socially and economically disadvantaged presumptive group including African Americans, Hispanics, Native Americans, Asian-Pacific and Subcontinent Asian Americans, and women) 0 NOTES: 1. The bidder must include with the bid proposal a fully completed • Attachment 1 —"Disadvantaged Business Enterprise ((DBE) Utilization", and • Attachment 2 -"Letter of Intent", shown on Division III —Section 150-07 "Other Contract Provisions." 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 1-39 Packet Pg. 2077 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase SECTION J BIDDER'S AFFIDAVIT IN COMPLIANCE WITH FLORIDA TRENCH SAFETY ACT (SECTION 553.60-553.64, FLORIDA STATUTES) 0 U U STATE OF 0 COUNTY OF CL 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: U) (Name of Bidder) being its ,E (Owner, Partner, President, or other Corporate Officer) and as such, has full authority to execute this Bidder's Affidavit. CU 1. The full legal name and business address of the person or entity submitting this bid: c U 06 LO 4- 0 E 0 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 CU all subsequent revisions or updates to these Standards as adopted by the Department of Labor and Employment Security. BID DOCUMENTS 1-40 Packet Pg. 2078 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase 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 Safety Measure Unit of Unit Unit Extended U Measure U (Description) (LF, SY) Quantity Cost Cost 0 A B C TOTAL: $ (Signature) (Title) (Date) STATE OF: COUNTY OF: 0 Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ online U 06 notarization, on (date) by LO 4- 0 (name of affiant). He/She is personally known to me or has produced (type of identification) as identification. > E c� NOTARY PUBLIC BID DOCUMENTS 1-41 Packet Pg. 2079 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase 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 U public building or public work, may not submit bids on leases of real property to public entity, may W not be awarded or perform work as a CONTRACTOR, supplier, subcontractor, or CONTRACTOR under a contract with any public entity, and may not transact business with any public entity in c excess of the threshold amount provided in Section 287.017, 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) (Title) U) (Date) ,E STATE OF: COUNTY OF: U 06 Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ online notarization, on (date) by (name of LO affiant). He/She is personally known to me or has produced 0 (type of identification) as identification. E 0 NOTARY PUBLIC E c� BID DOCUMENTS 1-42 Packet Pg. 2080 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase SECTION L c� SWORN STATEMENT UNDER ORDINANCE NO. 10-1990 MONROE COUNTY, FLORIDA U U ETHICS CLAUSE 0 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) U) (Title) (Date) , c� CU STATE OF: U 06 COUNTY OF: Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ LO online notarization, on (date) by (name of 0 affiant). He/She is personally known to me or has produced (type of identification) as identification. 0 E NOTARY PUBLIC CU BID DOCUMENTS 1-43 Packet Pg. 2081 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase SECTION M CERTIFICATION OF NONSEGREGATED FACILITIES c� (As Required by Division III, Section 160 Subsection 160-02 Equal Employment Opportunity Requirements of the General Provisions) U U 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. c� CU 0 U (Signature) 06 (Title) LO 4- 0 V- 0 (Date) E c� BID DOCUMENTS 1-44 Packet Pg. 2082 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase SECTION N FEDERAL WAGE DECISION - BUILDING CONSTRUCTION PROJECTS c� 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, t0 and shall comply with, any revision to the Davis Bacon wage rates issued by the Department of U Labor at the time of bid and for the duration of the project. Wage rate determinations are available online at.https.Ilalpha.sam.govlcontentlwage-determinations c 0 "General Decision Number: FL20220022 01/14/2022 76 Superseded General Decision Number: FL20210022 E State: Florida Construction Type: Building County: Monroe County in Florida. BUILDING CONSTRUCTION PROJECTS (does not include single family homes or 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 aresubject 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)(2)-(60). c� If the contract is entered into on or after January 30, 2022, or the contract is renewed or extended (e.g., an option is exercised)on or after January 30, 2022, Executive Order 14026 U generally applies to the contract. The contractor must pay all 06 covered workers at least $15.00 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on that contract in 2022. LO If the contract was awarded on or between January 1, 2015 and - January 29, 2022, and the contract is not renewed or extended on or after January 30, 2022, Executive Order 13658 generally applies to the contract. The contractor must pay all covered workers at least$11.25 per hour(or the applicable wage rate 6 listed on this wage determination, if it is higher)for all hours spent performing on that contract in 2022. 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 BID DOCUMENTS 1-45 Packet Pg. 2083 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase conformance request. Additional information on contractor requirements and worker protections under the Executive Orders is available at www.dol.gov/whd/govcontracts. 0 U Modification Number Publication Date U 0 01/07/2022 1 01/14/2022 c ELEC0349-003 09/01/2021 76 Rates Fringes ELECTRICIAN......................$37.61 11.72 ---------------------------------------------------------------- ENG10487-004 07/01/2013 Rates Fringes OPERATOR: Crane All Cranes Over 15 Ton cn Capacity....................$29.00 8.80 Yard Crane, Hydraulic W Crane, Capacity 15 Ton and Under.......................$22.00 8.80 ---------------------------------------------------------------- I RON0272-004 10/01/2021 Rates Fringes IRONWORKER, STRUCTURAL AND REINFORCING......................$26.00 14.16 PAI N0365-004 06/01/2021 U 06 Rates Fringes PAINTER: Brush Only.............$20.21 12.38 ---------------------------------------------------------------- LO * SFFL0821-001 12/31/2021 c Rates Fringes 0 SPRINKLER FITTER(Fire > Sprinklers)......................$ 30.63 21.09 ---------------------------------------------------------------- SHEE0032-003 12/01/2013 c� Rates Fringes SHEETMETAL WORKER (HVAC Duct Installation)....................$23.50 12.18 BID DOCUMENTS 1-46 Packet Pg. 2084 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase ---------------------------------------------------------------- SUFL2009-059 05/22/2009 Rates Fringes CARPENTER........................$ 15.08 5.07 U CEMENT MASON/CONCRETE FINISHER...$ 12.45 0.00 U FENCE ERECTOR....................$ 9.94 0.00 c LABORER: Common or General......$ 8.62 0.00 CL LABORER: Pipelayer..............$ 10.45 0.00 OPERATOR: Backhoe/Excavator.....$ 16.98 0.00 OPERATOR: Paver (Asphalt, Aggregate, and Concrete).........$ 9.58 0.00 OPERATOR: Pump..................$ 11.00 0.00 PAINTER: Roller and Spray.......$ 11.21 0.00 cn PLUMBER..........................$ 12.27 3.33 ROOFER: Built Up, Composition, Hot Tar and Single Ply.......................$ 14.33 0.00 E ,E SHEET METAL WORKER, Excludes HVAC Duct Installation...........$ 14.41 3.61 c� TRUCK DRIVER, Includes Dump and 10 Yard Haul Away............$ 8.00 0.15 c ---------------------------------------------------------------- t3 06 WELDERS- Receive rate prescribed for craft performing E operation to which welding is incidental. LO ---------------------------------------------------------------- 0 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 2 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 BID DOCUMENTS 1-47 Packet Pg. 2085 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase 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 www.dol.gov/whd/govcontracts. 0 Unlisted classifications needed for work not included within U the scope of the classifications listed may be added after U award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). 0 76 ---------------------------------------------------------------- S 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). cn Union Rate Identifiers A four letter classification abbreviation identifier enclosed U' 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, t0 005 in the example, is an internal number used in processing 06 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 LO changes in the collective bargaining agreement (CBA)governing c 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 BID DOCUMENTS 1-48 Packet Pg. 2086 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase 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. 0 U Survey wage rates are not updated and remain in effect until a U new survey is conducted. 0 Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate 76 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 cn each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. U) E WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter?This can be: 0 * an existing published wage determination U 06 * 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 LO 4- On survey related matters, initial contact, including requests c for summaries of surveys, should be with the Wage and Hour Division National Office Branch of Wage Surveys. If the response from this initial contact is not satisfactory, then 2 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 BID DOCUMENTS 1-49 Packet Pg. 2087 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase 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 0 (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: U U Wage and Hour Administrator U.S. Department of Labor 0 200 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 cn U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 U) 4.)All decisions by the Administrative Review Board are final. END OF GENERAL DECISION" 0 U 06 LO 4- 0 E 0 E c� BID DOCUMENTS 1-50 Packet Pg. 2088 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase 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 c U Department of Labor at the time of this writing. The Contractor shall be solely responsible for, U 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 c online at.https.Ilalpha.sam.govlcontentlwage-determinations "General Decision Number: FL20220045 01/07/2022 76 Superseded General Decision Number: FL20210045 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 U) 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)(2)-(60). 0 If the contract is entered into on or after January 30, 2022, or U the contract is renewed or extended (e.g., an option is 06 exercised)on or after January 30, 2022, Executive Order 14026 generally applies to the contract. The contractor must pay all covered workers at least $15.00 per hour (or the applicable wage rate listed on this wage determination, if it is higher)for all LO hours spent performing on that contract in 2022. 0 If the contract was awarded on or between January 1, 2015 and January 29, 2022, and the contract is not renewed or extended on or after January 30, 2022, Executive Order 13658 generally > applies to the contract. The contractor must pay all covered workers at least$11.25 per hour(or the applicable wage rate listed on this wage determination, if it is higher)for all E hours spent performing on that contract in 2022. CU The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for BID DOCUMENTS 1-51 Packet Pg. 2089 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request. c� Additional information on contractor requirements and worker protections under the Executive Orders is available at 0 www.dol.gov/whd/govcontracts. U U 0 Modification Number Publication Date 0 01/07/2022 * SUFL2009-084 06/08/2009 Rates Fringes CARPENTER........................$ 15.83 0.00 CEMENT MASON/CONCRETE FINISHER...$ 12.81 0.00 ELECTRICIAN......................$ 10.80 0.00 HVAC MECHANIC (HVAC System Installation Only)...............$ 13.96 0.00 U) LABORER: Common or General......$ 7.25 0.00 LABORER: Mason Tender- Cement/Concrete..................$ 9.00 0.00 LABORER: Pipelayer..............$ 9.71 0.00 c� OPERATOR: Backhoe...............$ 13.92 0.00 0 OPERATOR: Loader................$ 12.00 0.00 U 06 PLUMBER..........................$ 13.23 0.00 ROOFER, Including Built Up and Shake and Shingle............$ 12.70 0.00 ` 4- 0 TRUCK DRIVER, Dump and Lowboy....$ 11.40 0.00 ---------------------------------------------------------------- 2 0 WELDERS- Receive rate prescribed for craft performing > operation to which welding is incidental. E c� 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 solicitation was issued)on or after January 1, 2017. If this BID DOCUMENTS 1-52 Packet Pg. 2090 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase 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 0 like family to the employee)who is ill, injured, or has other U health-related needs, including preventive care; or for reasons U resulting from, or to assist a family member (or person who is like family to the employee)who is a victim of, domestic 0 violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. 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) (ii)). ---------------------------------------------------------------- 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 U) 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 0 in dotted lines beginning with characters other than ""SU"" or U 06 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 LO indicates the local union number or district council number c 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 2 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 BID DOCUMENTS 1-53 Packet Pg. 2091 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase 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 0 non-union rates. Example: SULA2012-007 5/13/2014. SU indicates U the rates are survey rates based on a weighted average U calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which c 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. 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 cn 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 U) 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. 0 U 06 ---------------------------------------------------------------- WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can ` 4- be: c * 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 Division National Office Branch of Wage Surveys. If the response from this initial contact is not satisfactory, then the process described in 2.)and 3.)should be followed. BID DOCUMENTS 1-54 Packet Pg. 2092 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase 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 0 Wage and Hour Division U U.S. Department of Labor U 200 Constitution Avenue, N.W. Washington, DC 20210 c 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 cn payment data, project description, area practice material, etc.)that the requestor considers relevant to the issue. W 3.) If the decision of the Administrator is not favorable, an U) 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 0 4.)All decisions by the Administrative Review Board are final. U 06 END OF GENERAL DECISION" LO 4- 0 0 E c� BID DOCUMENTS 1-55 Packet Pg. 2093 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase SECTION O CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY, AND VOLUNTARY EXCLUSION - 49 CFR PART 29 (Version 1, 5/90) c U U The Bidder/Offeror certifies, by submission of this Proposal or acceptance of this Contract, that c 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) ,E (Title) c� (Date) 0 U 06 LO 4- 0 V- 0 E 0 E c� BID DOCUMENTS 1-56 Packet Pg. 2094 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase SECTION P NON-COLLUSION AFFIDAVIT c� I, (name) 0 U according to law on my oath, and under penalty of perjury, depose and say that: U 1) 1 am (title) 0 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 Construction of KWBTS (Key West by the Sea) - Final Phase 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; U) 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 E prior to bid opening, directly or indirectly, to any other bidder or to any competitor; and ,E 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 t0 that Monroe County relies upon the truth of the statements contained in this affidavit in 06 awarding contracts for said project. (Signature) LO 4- 0 V- 0 (Title) 0 (Date) E c� BID DOCUMENTS 1-57 Packet Pg. 2095 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase STATE OF: c� COUNTY OF: 0 U Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ online W 0 notarization, on (date) by (name of affiant). He/She is personally known to me or has produced (type of identification) as identification. NOTARY PUBLIC U) 2 ,E c� 0 U 06 LO 4- 0 E 0 E c� BID DOCUMENTS 1-58 Packet Pg. 2096 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase SECTION Q LIST OF SUBCONTRACTORS & MANUFACTURERS c� 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) c and trade specialties. If type of work to be performed will be performed by Contractor's own forces, place U U "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 0 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 U) Masonry Painting Asbestos Remediation Professional Cleaning Products Name of Manufacturer (List only One Manufacturer per Category) U 06 Acoustical Windows Acoustical Sliding Doors Aluminum Prime Swinging ` Doors 0 Ductless A/C Equipment ERV Equipment Signed by: (Signature) (Date) c� (Printed Name and Title) BID DOCUMENTS 1-59 Packet Pg. 2097 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase SECTION R VENDOR CERTIFICATION REGARDING SCRUTINIZED COMPANIES LISTS c� Project Description(s): t0 U Respondent Vendor Name: 0 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 U Companies with Activities in the Iran Petroleum Energy Sector Lists which were created pursuant 06 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 LO 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 c Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or engaged in business operations in Cuba or Syria. 6 1 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 E 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 1-60 Packet Pg. 2098 Key West International Airport Noise Insulation Program Construction nf Key West bv the Sea - Final Phase Certified By: who is authorized tn sign nn behalf nf the above referenced company. Authorized Signature: Print Name: o U Title: U 0 Note: The List are available at the fnUnvvng Department of Management Services Site: zz � Z CU 06 LO � V- BID DOCUMENTS 1-01 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase c� 0 U U 0 CL APPENDIX A - ELECTRONIC BID FORM U) n E 0 06 LO 4- 0 E E BID DOCUMENTS 1-62 Packet Pg. 2100 Key West International Airport Electronic Bid Sheets Page Noise Insulation Program Construction of KWBTS-Final Phase Bidder's Firm Name: Address of Bidder: c� Item No. Item Description Unit Est. Qty Unit Price Total Price Subtotals cj t3 GROUP 1 UNITS 0 1 Unit A101 Windows LS 1 $0.00 $0.00 CL Doors LS 1 $0.00 $0.00 Gypsum Board Walls LS 1 $0.00 $0.00 LL Gypsum Board Ceilings LS 1 $0.00 $0.00 Exterior Wall Infill and Patching LS 1 $0.00 $0.00 Painting LS 1 $0.00 $0.00 Mechanical LS 1 $0.00 $0.00 CL Electrical LS 1 $0.00 $0.00 Asbestos Remediation LS 1 $0.00 $0.00 Unit Subtotal $0.00 2 Unit A201 Windows LS 1 $0.00 $0.00 Doors LS 1 $0.00 $0.00 Gypsum Board Walls LS 1 $0.00 $0.00 w Gypsum Board Ceilings LS 1 $0.00 $0.00 Exterior Wall Infill and Patching LS 1 $0.00 $0.00 Painting LS 1 $0.00 $0.00 Mechanical LS 1 $0.00 $0.00 _ Electrical LS 1 $0.00 $0.00 Asbestos Remediation LS 1 $0.00 $0.00 Unit Subtotal $0.00 3 Unit A401 Windows LS 1 $0.00 $0.00 Doors LS 1 $0.00 $0.00 t3) Gypsum Board Walls LS 1 $0.00 $0.00 06 Gypsum Board Ceilings LS 1 $0.00 $0.00 Exterior Wall Infill and Patching LS 1 $0.00 $0.00 "- Painting LS 1 $0.00 $0.00 Mechanical LS 1 $0.00 $0.00 , Electrical LS 1 $0.00 $0.00 - Asbestos Remediation LS 1 $0.00 $0.00 Unit Subtotal $0.00 4 Unit A603 Windows LS 1 $0.00 $0.00 > Doors LS 1 $0.00 $0.00 Gypsum Board Walls LS 1 $0.00 $0.00 Gypsum Board Ceilings LS 1 $0.00 $0.00 Exterior Wall Infill and Patching LS 1 $0.00 $0.00 Painting LS 1 $0.00 $0.00 Mechanical LS 1 $0.00 $0.00 Electrical LS 1 $0.00 $0.00 Asbestos Remediation LS 1 $0.00 $0.00 Unit Subtotal $0.00 Packet Pg. 2101 Key West International Airport Electronic Bid Sheets Page Noise Insulation Program Construction of KWBTS-Final Phase Bidder's Firm Name: Address of Bidder: c� Item No. Item Description Unit Est. Qty Unit Price Total Price Subtotals L) GROUP 2 UNITS(LISTED IN PRIORITIZED ORDER) w S Unit B105 0 Windows LS 1 $0.00 $0.00 Doors LS 1 $0.00 $0.00 CL Gypsum Board Walls LS 1 $0.00 $0.00 Gypsum Board Ceilings LS 1 $0.00 $0.00 LL Exterior Wall Infill and Patching LS 1 $0.00 $0.00 Painting LS 1 $0.00 $0.00 00 Mechanical LS 1 $0.00 $0.00 � Electrical LS 1 $0.00 $0.00 CL Asbestos Remediation LS 1 $0.00 $0.00 Unit Subtotal $0.00 6 Unit B607 Windows LS 1 $0.00 $0.00 Doors LS 1 $0.00 $0.00 , Gypsum Board Walls LS 1 $0.00 $0.00 Gypsum Board Ceilings LS 1 $0.00 $0.00 Exterior Wall Infill and Patching LS 1 $0.00 $0.00 Painting LS 1 $0.00 $0.00 Mechanical LS 1 $0.00 $0.00 Electrical LS 1 $0.00 $0.00 Asbestos Remediation LS 1 $0.00 $0.00 Unit Subtotal $0.00 7 Unit B611 Windows LS 1 $0.00 $0.00 CU Doors LS 1 $0.00 $0.00 Gypsum Board Walls LS 1 $0.00 $0.00 t0 Gypsum Board Ceilings LS 1 $0.00 $0.00 Exterior Wall Infill and Patching LS 1 $0.00 $0.00 �y Painting LS 1 $0.00 $0.00 Mechanical LS 1 $0.00 $0.00 Electrical LS 1 $0.00 $0.00 LO Asbestos Remediation LS 1 $0.00 $0.00 Unit Subtotal 8 Unit B309 Windows LS 1 $0.00 $0.00 Doors LS 1 $0.00 $0.00 Gypsum Board Walls LS 1 $0.00 $0.00 .. Gypsum Board Ceilings LS 1 $0.00 $0.00 Exterior Wall Infill and Patching LS 1 $0.00 $0.00 Painting LS 1 $0.00 $0.00 Mechanical LS 1 $0.00 $0.00 Electrical LS 1 $0.00 $0.00 Asbestos Remediation LS 1 $0.00 $0.00 Unit Subtotal $0.00 Packet Pg. 2102 Key West International Airport Electronic Bid Sheets Page Noise Insulation Program Construction of KWBTS-Final Phase Bidder's Firm Name: Address of Bidder: c� Item No. Item Description Unit Est. Qty Unit Price Total Price Subtotals cj 9 Unit A605 t3 Windows LS 1 $0.00 $0.00 Doors LS 1 $0.00 $0.00 0 Gypsum Board Walls LS 1 $0.00 $0.00 Gypsum Board Ceilings LS 1 $0.00 $0.00 Exterior Wall Infill and Patching LS 1 $0.00 $0.00 Painting LS 1 $0.00 $0.00 Mechanical LS 1 $0.00 $0.00 Electrical LS 1 $0.00 $0.00 00 Asbestos Remediation LS 1 $0.00 $0.00 Unit Subtotal $0.00 CL 10 Unit B405 Windows LS 1 $0.00 $0.00 Doors LS 1 $0.00 $0.00 Gypsum Board Walls LS 1 $0.00 $0.00 Gypsum Board Ceilings LS 1 $0.00 $0.00 Exterior Wall Infill and Patching LS 1 $0.00 $0.00 Painting LS 1 $0.00 $0.00 w Mechanical LS 1 $0.00 $0.00 U) Electrical LS 1 $0.00 $0.00 Asbestos Remediation LS 1 $0.00 $0.00 E Unit Subtotal $0.00 _ 11 Unit C115 Windows LS 1 $0.00 $0.00 Doors LS 1 $0.00 $0.00 Gypsum Board Walls LS 1 $0.00 $0.00 CU Gypsum Board Ceilings LS 1 $0.00 $0.00 Exterior Wall Infill and Patching LS 1 $0.00 $0.00 cj Painting LS 1 $0.00 $0.00 06 Mechanical LS 1 $0.00 $0.00 Electrical LS 1 $0.00 $0.00 Asbestos Remediation LS 1 $0.00 $0.00 Unit Subtotal $0.00 LO 12 Unit B208 - Windows LS 1 $0.00 $0.00 Doors LS 1 $0.00 $0.00 Gypsum Board Walls LS 1 $0.00 $0.00 Gypsum Board Ceilings LS 1 $0.00 $0.00 > Exterior Wall Infill and Patching LS 1 $0.00 $0.00 Painting LS 1 $0.00 $0.00 Mechanical LS 1 $0.00 $0.00 Electrical LS 1 $0.00 $0.00 Asbestos Remediation LS 1 $0.00 $0.00 Unit Subtotal $0.00 Packet Pg. 2103 Key West International Airport Electronic Bid Sheets Page Noise Insulation Program Construction of KWBTS-Final Phase Bidder's Firm Name: Address of Bidder: c� Item No. Item Description Unit Est. Qty Unit Price Total Price Subtotals U 13 Unit A208 U Windows LS 1 $0.00 $0.00 Doors LS 1 $0.00 $0.00 0 Gypsum Board Walls LS 1 $0.00 $0.00 Gypsum Board Ceilings LS 1 $0.00 $0.00 CL Exterior Wall Infill and Patching LS 1 $0.00 $0.00 Painting LS 1 $0.00 $0.00 Mechanical LS 1 $0.00 $0.00 Electrical LS 1 $0.00 $0.00 00 Asbestos Remediation LS 1 $0.00 $0.00 Unit Subtotal $0.00 CL 14 Unit C219 Windows LS 1 $0.00 $0.00 Doors LS 1 $0.00 $0.00 Gypsum Board Walls LS 1 $0.00 $0.00 Gypsum Board Ceilings LS 1 $0.00 $0.00 Exterior Wall Infill and Patching LS 1 $0.00 $0.00 Painting LS 1 $0.00 $0.00 w Mechanical LS 1 $0.00 $0.00 U) Electrical LS 1 $0.00 $0.00 Asbestos Remediation LS 1 $0.00 $0.00 E Unit Subtotal $0.00 _ 16 Unit B307 Windows LS 1 $0.00 $0.00 Doors LS 1 $0.00 $0.00 Gypsum Board Walls LS 1 $0.00 $0.00 CU Gypsum Board Ceilings LS 1 $0.00 $0.00 Exterior Wall Infill and Patching LS 1 $0.00 $0.00 cj Painting LS 1 $0.00 $0.00 06 Mechanical LS 1 $0.00 $0.00 Electrical LS 1 $0.00 $0.00 Asbestos Remediation LS 1 $0.00 $0.00 Unit Subtotal $0.00 LO 16 Unit C317S - Windows LS 1 $0.00 $0.00 Doors LS 1 $0.00 $0.00 Gypsum Board Walls LS 1 $0.00 $0.00 Gypsum Board Ceilings LS 1 $0.00 $0.00 > Exterior Wall Infill and Patching LS 1 $0.00 $0.00 Painting LS 1 $0.00 $0.00 Mechanical LS 1 $0.00 $0.00 Electrical LS 1 $0.00 $0.00 Asbestos Remediation LS 1 $0.00 $0.00 Unit Subtotal $0.00 Packet Pg. 2104 Key West International Airport Electronic Bid Sheets Page Noise Insulation Program Construction of KWBTS-Final Phase Bidder's Firm Name: Address of Bidder: c� Item No. Item Description Unit Est. Qty Unit Price Total Price Subtotals L) 17 Unit B601 t3 Windows LS 1 $0.00 $0.00 Doors LS 1 $0.00 $0.00 0 Gypsum Board Walls LS 1 $0.00 $0.00 Gypsum Board Ceilings LS 1 $0.00 $0.00 Exterior Wall Infill and Patching LS 1 $0.00 $0.00 Painting LS 1 $0.00 $0.00 Mechanical LS 1 $0.00 $0.00 Electrical LS 1 $0.00 $0.00 00 Asbestos Remediation LS 1 $0.00 $0.00 Unit Subtotal $0.00 CL 18 Unit C211 Windows LS 1 $0.00 $0.00 Doors LS 1 $0.00 $0.00 Gypsum Board Walls LS 1 $0.00 $0.00 Gypsum Board Ceilings LS 1 $0.00 $0.00 Exterior Wall Infill and Patching LS 1 $0.00 $0.00 Painting LS 1 $0.00 $0.00 W Mechanical LS 1 $0.00 $0.00 U) Electrical LS 1 $0.00 $0.00 Asbestos Remediation LS 1 $0.00 $0.00 E Unit Subtotal $0.00 _ 19 Bonds and Insurance LS 1 $0.00 $0.00 20 Permits LS 1 $0.00 $0.00 21 Pre-Construction Work LS 1 $0.00 $0.00 c� 22 Mobilization LS 1 $0.00 $0.00 23 General Conditions LS 1 $0.00 $0.00 Subtotal Items 19-231 $0.00 U t3 TOTAL BASE BID(Total of Items 1-23) $0.00 06 Abbreviations: LS=Lump Sum By signing below,the Bidder agrees to the accuracy of the information presented and agrees to the terms and conditions of this bid. LO 4- Bidder's Firm Name: 0 Authorized Signature: 2 Name and Title: 0 E Packet Pg. 2105 J.3.c 0 u u w a 0 U- en DIVISION 11 z cn CONTRACT U) E 0 u 06 Lo 4- 0 E .2 0 E .a u Packet 'Pg. 2106 DIVISION 11 CONTRACT SECTION A - PUBLIC CONSTRUCTION BONDS....................................................................11-1 -6 SECTION B - CERTIFICATE OF OWNER'S ATTORNEY (N/A) ...........................................11-11 0 u u SECTION C -ACKNOWLEDGMENT FOR CHANGE ORDERS ............................................11-12 w a 0 SECTION D - CONTRACT........................................................................................................11-13 u- z cn E 2 0 u 06 Lo 4- 0 E .2 0 E .a u CONTRACT Packet Pg. 2107 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase SECTION A PUBLIC CONSTRUCTION BONDS c� 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 U (100%) Labor and Material Payment Bond each in an amount not less than the total construction W cost. 0 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 E 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. 0 POLICYHOLDER'S CONTRACT REQUIRED FINANCIAL c6 AMOUNT RATING RATING $ 500,000 TO $1,000,000 A- CLASS I LO $1,000,000 TO $2,000,000 A- CLASS II 0 It- $2,000,000 TO $5,000,000 A- CLASS III E $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 E c� $50,000,000 TO $100,000,000 A- CLASS VI 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: CONTRACT II-1 Packet Pg. 2108 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase (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 S state have been met. (b) In the case of the surety insurance company, in addition to the deduction for 0 reinsurance, the amount assumed by any co-surety, the value of any security U deposited, pledged or held subject to the consent of the surety and for the w protection of the surety shall be deducted. c 0 U) ,E c� CU 0 U 06 LO 4- 0 V- 0 E 0 E c� CONTRACT II-2 Packet Pg. 2109 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase TM SAIA Do�cument A312 - 2010 % woe fond c0 rOMMrM MOft SUREM U oNhnx legal staw ad a dre") 01am,legafazaw mdprrwa pa rplaant 4f 0 r u�d4 rr+wram� ,,*VautaM auu a auMt± rnn wiut6 CLlsarau6�cu may QWMIkMM: f aais,Japf t aas aaaa a armssl rm% M Ca'. t atiM4a *Two" LL e�'ar�rnl �roa^Net�,` atine�r ae � kr:r p arty i ifl ire oonMe:med ONSTrd CT'K)INCOWRALT i IuuNra yip Ror:Ne, Dah'. Aaa'xm rdq Dennpahcan varaad'1t¢vaio BOND Dak: (Abtsaarhaar that�"aa�astrt v^feria t."."aaratrad data) E WA),fkafi as to tkras&crudl 011 HOM Q Save "� GOW RAVYOR AS PF MNC AM � P: f crapu: at rrpta+ ataJ,t on �Cmponve sulk c� Naam 06 az ' llas" aatarp;dmarata ,asastpaa "tlsraaaa:raiaad'. �9 (FOR L��a C',„ Y---3 a:s rihi a�.�ta�apFa�maa;) Au Etv a a"BI OMEWS REMSIEMYWA7ilaW'E: t'�3aaFaat�c°t�°aa�°araa�r^ar^a�Faewr F '' '"x� LO 4- 0 E 2 0 prof', xkVACt%iuM8nt 92--2010ta""snoEhndCtt 1"gh40M11pbV"1aMjarG ib%$tM%04APAX:nt,aa111n,gnfilrotor oa Vw,.yRR MW nla aaWn ta'7+,tUaaY¢wkilttVt Nuu':I��t'Calr^r,;a.a r,t�o6gl ttC4e,,osamWllrv°trn"mtnartpu'aaate�u atV4,i�araaa�rUY�gt"';t�YFa4'tc�retruu'�iM�0.awti°rNt�,rt'�pViN�4Iua" r&naeen�; � � C!CSaar Pa6ihOIau'tV kn YdJ1 tU,IfG 4n WeU I"e!�V 1'Jlb'I✓,�a„YCI�UIiYt Irl�. q' ItlNW,I1Pb�M M1NIflM KJ Y.'!,n tryr kA'«a 1VA Vet BV9 fda Ntth i[Intl u1tl %ih�V i7 i4 diVt.�ie�uVa�'uW"�&e drMW°^T� ' 1 Ppo,rtcqVrDitwOIWMinscofAM,CnmtadDoacimeilt,,e-wm,aITieAm@rNamWYwNhiiantn.uciAcCekplawo-�a�#,t�p+�mlY,�h' ','�Ca.�ro�. e��c C5 CONTRACT II-3 Packet Pg. 2110 Key West International Airport Noise Insulation Program Construction nf Key West bv the Sea — Final Phase after w ty pantar 7-777 Def � � LO renTedy avail'I le to fie Ow rEr � � CONTRACT 114 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 'IIfthe Surrtyelect,to actuarderseotron J,52 oar5,3. thanithe respon, ulitues oftk-Surety to the Ctwwrnershvll ruot � be gia ate r^dun tluceeoftlre Corntwtcaruruder the f:orrtuctionicanbact,aril tlae respceu ak ilatues oftha Owner to the Sum tyslxadlnotbedpeaterthantluseoftleOwrxerunderthei7 vstevwctionCortiSubjecttartheconmtnentbythe (� Owrr>er v.,,pay de Balance of"tlre!Conra^.t fie,the Suretyvc obligated,vwitko ut dmap➢icatvon,for t the resprmuusbilitues od'tlr Ca^rtrar_t m for nrr c oruof'agefertuvrewworh and conliplie Constnrchon C"ortlraat, U .2 aidxhwul legal,dlesii rupmfessio:rual arxd d',elaycreb rrsultarg froarrvtiva C'ovdmcwr's Defoilt arid, U remllwig 4ican tlr actkau or failure to act a f the SurrfyunderSectvor S„and ligmdated darrua es,air if"no'h quudated dantap es air specified irttW,Consdrucfro C5`11l44 act sax dawn es causedbydelayedpert'crnarurecarrrrnpertoaaxrmrw:eoftlueContractor.,. 0 if"tlra Sur^r elects to actunderS ection5 1,�3 or ,4,tlua Surrt liabrxi rs lurvvited to "L� ly y"s ty t "arxwoaaru,tttl"M!�'vis l�t�tal. CL S'k"b'reSiarety shall notbe liable to the()wrerorothers robli atiom of 'actor^that;, chard t..tiff (� Corsbucition Contract and tk lde9ar e t t$r;"ardra Mice shxallructlrerealra �tcfforti* tcaf aroxy la urrela d ligafio s,Noright ofactionshall raeon7r& � oanype oneur�" `",,other tp�rib heirs,eraa:curtors,aintiuustratiras,suucces$or,am assigns, 00 10 The Surety lrarebyww aiur ruoti a of any chaa7ge,ire lydarrq charg es of taaud t ttrr Grans trice C orvtrac:t or to related subs ntractsr pu chase order,and otheroblrgations. I Any proceedir ,legal or equitable,order th5 llorvl may be ins tttrt�d in amps court of/4 txupeterd,runs dretion in the locatmonnnwwhchthe wwor➢r oer pail of flue warorlr as located and.rhslflV 4obtm ed thin"t,4o thin" year aftera declaration oft";atta,cfiarr' e�ialtarawitkunn tyro are rtkne w�aea�fiorcraL ed sw �rta c�rrtkunmity�aeaa,�*r�lue Sumo s,� refuses carflib to pa 'ow its ick,h atio s under t v Bord,wwhuclk-ant a onri^�a lt� aratt cater �,ragu are word osrprohibi%dbylaww,the "dlek"ens,e inthejuriActiortof � the suit shallb e apphL able, , 121;otrce to tha Surety,the Ca"rvnerrrx ale Contractor a be mailed or d i d to thi slo wnont the page On,w hich their s ipuature appears. 13 Vl xan tlru,Bard xno been frurrrished to com*worth a statxti',f otduer legal rrquut.merit ire five xocationwwherr thecamtttwntionwastobeper nreed,arty dlrniwnthis ox "&i " ter wiitheWstatuatoryorllegalrequiwr^enrerd shakl'lie deemed delleted,heuefbmand proNrri64vizoWmri rclti`s tatrtoryor oraherlegal mequarowrrverd shallbe 9= deerrved rrus..,rporated heaeirav greenso frrrdshedy 6ta f i,tlat tkis llorvi shallbe constared a:a statstoryborsd and rvr4 as a a;orvcun lanai Is . ,:.; °' d2 14tDut�ttuitltttr� 'tD.11 f6tanatt ft CottloaetP1$d .The tw ;arair9ftrt yabxeby the Crxnerto the ContaactcarurinertlieConstruction CorInactafReral'l proper adu,titi*at,harshkt?enrt rW, hdirig allowance to the Cordinctor ofWamour received or to bie rpoeimaby the 0wnem'69ettleilof"insr,irxecar other cxaam for damages,to which the Cont ctoris � erd:iutied,rrd^��med l Slid and..prop 11 gage to oronbeHvalf of tl�Contractor vrrdertlra Gorustr rction � Cordract a.a 142 tgl�limwt G�i Ddnarrutbetwreermthe Ga nrr ant r;oemtraotor rdertutwad oruthe ooverpaa=, rnclud -all chauvtes made to the aatreennt and the Contraaat Dooianrents. U 06 tg 143 Cb*, gt pit Failure od",tr Coxdractm,which has notbeeaa remedied orwwarmil,to perkinn cc othe nwise to �9 roam wwrdv&ruai�raa7 Gerxnof"� ons#uatucunf'oxrkract. 'L3 14.d O�mttttt tD�t�k.�"'` �t�+rrruar,wwhucluxwas not;bean rrunedred arwaairarad,to pay the C`ontracfora,rr4nr,ivad ,"'° under^flue C"orrs tmuchon, Ly Corrs(maction crmtrau.'f. 4- 0 14.1 CadattDJocum nits.All the doc.7aments that coruuprase tlra ap enunt between the t'Cuavner^,aril C o¢ttractor. 0) 11 lf'thhis Bt'ord i,issued f"oar an agoaarert behveona Cordnctor aid curbmrtre toz;txra tease Contractorns axis Bond shall be deemed tube Subconhactorand the termOwwrrer sluaxl be de nrd to be Come actor. 0 YAbm MrtrmantAl1;2--rr10 taermrrnausi(i Ifbnd 0Dpn,Mg"tt7'xtr101b'n@Aamuer9 ti.urardfaomrarrtrca rA,MMiglutrIMoir%d imFAPPt41Ym) 1110 hrit. aisu JXAiirum,(1tlw rotrobdLIv US aopyavpVut11vv srmdPutlerp�rroel n,auutv0 ofl"%UltK'eaiura tr�rnadiir,to,rwori PMAJtisroat?I10 a Dxiieieurcw t� � Jrmuu, av°taotrrmuavtu mvruuluslllipiwwraultix u imrij omimmim rwml6Iiwid,01WrjroPro0utra^bilu mmragu�res u°h+uaposofbio,urK1wrtnvue^°r To 3 � i efortoDW Pig YrmiMiuALP,Cca tact b3cmmieuike-amiatTli*anivim AM t of AcIlMdeIup coiiiaell, µUi1Qaauamp. U CONTRACT II-5 Packet Pg. 2112 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase �,"�Ci 'r�dldu��ti�nuz 4a�k�u:�l att� fawns; � CL CL U U U C' CU 06 �9 (*we:,r,pvvidand Wow 4 d,ar ttm es ad r� ra a,�vh t o t r,ae a anN m the�uwvsr iU NTNArN MPS P MII 1PA�N: ,„ sufu1 "atwl�u lz (QuP maaae t7) coxt aatw � vpor ate 5"egg) lt9 4— 'aa altsa 5 : 0 Ad;mm ard Title: Name amd 1ritle: Ad,fiess Addaress E 2 0 AULL&.01Yt1n#ntA012--2010 NmNCrtppm�a Mirld Qp,PflqVbiQZ)110GM,y.ifheAmeiC r GM6"L,c' nl",AOkA,44Rdg�lb rwpsl"+arirA Au0.iRNIIW nos rit, dlV rxwUUl6rl%N@AIOWw ,Vd lri"Irp„M vl§�°w4�,g1'a,Lao°NoVNiAwV%wd"Ywd�JftMcaWowPwu!�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 Ma"',rve,Jdm wort w4m sod w onw r,ovoillliww and ow ICwy twt vw wwww W li#mwntw e woprjtob w uwCryr, r to IAww To � A epocqt'rq1tWPLMw:mAA„AOmtotIkescwl: Z,t-mal Tie AI@0MI1hfM tpfAvi&c&II2galk ittelL VTVk1@,38.0org. U CONTRACT II-6 Packet Pg. 2113 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase SwAIADoicumient A312 201�O Payrmr4 Bond C01URgUOR Ste: w (M17'Aw£,Pe x],wtaws oVate, %^aalsta w.us ad, rarwu+a�g�wat', V we V zuarrwe ,D 0 rhw w�4yr�x�xrr s7di f,,rySplpaau7airdlCq@gO .9= a lu uroce 0 suud aopio MA 4L 4V�4U44P'4 ap,,*w m,v 01,i dr u M w l TeiP roiomt ti a M wrVa d LL )mny' 9,1w rexwa w 6/$ Cwwastr� rw� G�. n�r er � fr pamr shaD be considered G01161144V14;Yr44;1N4:;4V444'V G4 P4a Nmau pAu fie. D aW J�nu+au xu@: ( rawRs rJra2 Vaaeaa�n,) w S4IDm D ate: > W aNka2earhdrmFw smaaFrtae*saw arvax^aaa sre;Y e� ,�YtwfTl:wC9Al� COUrRACTORAS P44144G4PA ezti ,axm: f r S'ewm'd- , oaw i ., a ura400�)' cs N 0 U (AV as a ,' P si rw,"'w,qo wa, r iar+page ethii Avmant wral.) 06 �9 AtG N1 ntt M61& GMERS REPRES 441A VI V ,: u�.r�rwhi wt.rw awer wwr aher ';.4 LO mm 0 E 0 AciWlumwint .912""* aulAul�9 .,°mwwinircnww.Cm ,°ni+�piAti11w9dwrrYlwom wltaiwlwrmwwtam'Auco�c" Alwww IiuPo�mewra+wwal.uraww.raluwUmu�r TYwmwx!,uia 4i Ilr°1t. R�miIJ!Nk Ppw"p{V Wjrr4w�uAal'Paw iA wt flP��'h� ttw Ih%0.m°dP�f"O+�YII�p�wTp'��i�rI�01Yi�8�Pr� 4II;d LJ�dpVtli�I"�b�V`r„SCPftail�3a°�h�"6r+��9 �Jpd leap"tl��UllPw b41� LICwSUJfNpq(atltl�r7d' � � r+190.APAmlvumwi% arldvmuorbwprolw1wwradbb*mwawwruimaawRvot1pwrwwPYallaPuuroie008w To � � � �Co�YIIdtiM�rwaanYAuuWrn�:r�OSwYw�°unm��wffi�-�mi�l'GIr,��nnuwu4!�wlwwltld1�aC'.�m�m� 'Iww�;atl�wwaall,�r'�4"rglYl ��.:�m�. ac�ua U CONTRACT II-7 Packet Pg. 2114 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase i e Cardractenr axtd'Suxety„puudlyamd scwettally bumd thartuselwe,tltexr'hei ,caracutrsrs,adrrnztistratxs ,sucoes5m crud assigrus to the 0ewxxsertrs pay fcn^UIDY,mtaterials and eapuupxxrartt fuxnrshed fcsnuse uxu the perfwornuamce uftha corutmuctacm Cxutract,wwltichis incerprtrated herwevmbyreferermce,subject to the follmirig tairru. (� 2If the Contrazbrprorriptlynukes p,aynvnt of allff r+ (lie to Claki axib,and defan&,irdenutifie.5 aid holds � 0 lurmdesw the! wruw fawxrnciainv,demmaxuds,,hems orsaxits by amype!rnoxu orerdity:reelii;payrrrua2ut lbxUbar,,treuatenab U cwrepiprmerd fixrris6d fctrwa,uw tha perfbwurrve of tle Camstmucticru Contract,t6n tle srn,ttrrtyard the C"tuxtractur U shaUUluvv^ rwcbhCatic)nrrdexthusTicatd,. Ifthere is nu d.7awner Defaulturderthe Corutmm0&m a',:camtract„the Suxety's 6b,ligatiortto the ttae' t" t tl D3'carud 3ha11 arise aftart1v Owrer Inns pimneptlynati:fned the Ccsrutxauctor and fie,csurety(atthe address;vi gibe 13)1 ofclaixxu,denmazub,hem rsr suits t the CAvuner or fl*Owxer's pmc+pertyby arry pemsaam ntityse u`* Id for labor;xunater als or.eTripmuerttfxxxmahed fdrurte muthepef+dmuxarace ciftle C"arutxucti. Crt tract ,tenwiere ;" G� defPme rufsuchelaaecus,demu ids,he.rn or^suaits to the CCoritra¢wtrraxud the S'xx 41 'hamtheC"twmerhas,atrsfredtlecartditicrrusmSectiuu%t1vsure shall U- � �'�at tlt;�iddt�' , fie d,efead,widerumfyandbold hamnless the a Truer agairust adulylterdexed cUaan4 dexnair tp rsuit, §I Me Surd's cib hgatiors,to aC'lldmt durrierthis Borid sIuU axis mf"er tj*,','`," " tf: JAClaasuuanb„wrhrodonothavea direct r ttrwt with the Contvactor, CL A have fmartished a wrxitterr rutice ufncx-paymaexd ita the tC cop actuu;statixu�wwd�t�mbs tardial acc mxacy the armmcuxd claxi and the name odf tle Fax^tyto wwlmcarx tl tt tttnais wxe ,rsxr d":jpruerutwwas„fumnished supphcd or,fce wwlrcrn the hb Tar wras done t t,4 xaxrety dtJ;l dkxhavrtv Lai pedoxned Uaboror l wt fux"zuas led xutatenaUs ax e p zg�nt m u ht i and � have spud a.C"Iaramto tie Sunrety(at&address r- d xnseri�r� 3 2't,:launards, lrt are exu�Uo,yedby�r lrawr a duuact ceuactwwutlt tit ta,t r,h aimttta t:laurn t tl«u svuaaty�a'f yry tlmeaddraas descxnbedxnsectcunl3�. GIfa 2iotiLe,cd"rrcvra-paymamtrectu¢ired bysectuo 'U".l ua bytlm C"mrtofiv C^ordasuctuar,„that slrf`mciexdto W sat a claimank's ob,b4a6onto fdrnsh awwx t duce of xi entuxiSeatrun 5 1.1 ' t) 7196n,a Claarmartk ha s atazfrerU tke coruditiufs 9$4 eA:6:ms 5 1 ear cwkchewux is applicab le,time Surety shaUh 9= ysmc XWfiy•axd at the Suretyt's experve to ue flae fOU6(v*4ctimuL° E f 1 S arri art art wwar to tUte 1 wrnttird y to tllaewa vwnidrwt swa ty'Qdtfji d uys adz receipt of 9ke dwUanarr _ statuig the axrucurb that Me uauul wd amd e for cha&rigirg any azrn umb that are duputed,,aewi � df S72 Pay or,aimutge fox payxxxuett�, amy k3, dle suget "s.., to dmrch�e =cbUxatttuxderSectman71 rarSectitwn7 dsha D nrntbe d,eerewed to aurustatuta�+;,yfrwarwai'w�afarmey tlwa Su °' timdtactuar unay ha�v�ur ae4puwue.as t.a a C'Iaam�estu�ept as muuwdbputad auuranxxrbvrlxirlt�luesuxz4tUp, t t�wereaeUtedareeuuemt.Uf luwewmrpttUeSuxatyfaulst db its 0 dUrlia urviar'atrAartUacaay. tUe Surratyslua Uarriewtundfykiue i>leuataxatt rtlteweasaortiahile attcurrwy's U fees, d u� t�xtreafte�t crswaranys�mrxus fiaxrd tribe due axed�cnwu trs tUe C'laaxxuaaut. $I'he nur ` t teal cbhagatmwn ht `ruatex$c,ee3 the artramt rfthis herds phms the mmrarrd rsfr*wcaiahle atRron m 's fees prruwrided urderS ef.'r n 73* i"tle armunt of tlt s Bo rid shA be cxedxtad for amy p?aynnarxb mi in good faith bythw suuaty. _ 9 i xrmrds owed tsyr'&'I)unwrer t0 the Crurdxacbrsrundar the Crautrw:tooau coXtraeit s waUU beunsed fce tine pexfurrnnarucr 1141) of the C010 tmrc ticarw Contract am to sattw fy e iairm,if any,urdler arty cow per rrwn-,e b cord.By Use C'nrdrractor furrras liung axrd fine Ow wer accept this B:mA they agree that aTl fuarmis eaarxad b y the Cor bactcur in the 0 perfcexxuance afthe CcaustructionCoittract axe dedicated to satisf"ycbBigatim s oftlue Coirbractca and Siarxetyumderthis Borxd,,suhx,pecttra the Owrex's pii "ity 6cuse tle fim is for the ccvrngdetmclncufthe work. E 0 AA DIA: n#Flit AS 121— 2e1e Ps,,mr#nit Mod.O ;.Ili tlntO".e1f51n7i n a Am a rba n IIks trim B cif Act M cir AIIII rl 07 ti re INe rwed..�a�.PYAIN M Wm 1111 AIVe na uf, rs e'um'mt9�i rat Ctad e,°iq t r r,oWW t uvi s a�r drnmtc�rw P rrrtar imsuut omv ,mxt a,wipo,rwup.,Min or eu��br9daatbrlrry r r U0 atra q�ivayrart�srrp to � m „fat llorr�utdoa,^rnat�wmuw �.P�ttNwcn.a9tto-reut,vuMterrv�uu^ukPraet�mrHneoaxtrkdt�awteruorurrnwdnrutpuraa I e Acrj TgWtu1D1 msecAdsa,Cmtacttop en ,emnaJ'fireuwmaerrNcurivaMValr,acuttata'rag;aiiarnnceu,c ynrdWlfair�aup. U CONTRACT II-8 Packet Pg. 2115 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase ,110T1e Surety shall rntbe IiAll*e to ile r".haarlar,Clainaa ds or oiler,forobligafixu,oftbe Cordractca,that are � unrelated to the Consbacticru contrract Ttra Cxarxershall.Mt be liable for the paylveld of aruycosts cxexpexases of any Clanuardun3er dis Bond,aryl shall hawreraraderrthus Borrl rro obl daticunto nuke payments to,or give roficeonbehalf' oC Clairam s orotheraw i e haws any ob ligatiorw to C lain ant;under tuns fiord, 111IThe'surelyharelua wwaivsn notice ofarm a imhvfirg chaMes oftira atw the Corrstmwc'tiionuCcnbWtor'to U vela d Abr x4tra ta,pmrrcluase ciders and otherobligatknu. 11214o swt or UWd0tjvrtbanin aCouat of coxw*teak Jurisdiction rsu the s tate ixnwrhrcln the pxaliert that is the slab,yect of fiv cola b ucuo¢r�Crr ct n h? ,,, ar fiorxr thus date 1 d onWhich the Claixuard seaut.a uClai run to the Sums ex,pixah�.rnofor� � ty purgfd to a.a Section.S 1�or S C,on(42)onw hichthe lit laborcT sere was perdorarnedby anycM or tnaate"�zvr e uip:rivid wen Rinush hy,arryumwed,e:r the CmutmctionConW.xt which,everof" ))or(6,ro.too� , lft , m„ prsavis ions of this Paragraph are void or prcaubitwad by lawn,tln snare iao(as a � def rue in tira jarisdiccti a of dia suitshsdl'be apphcable,. ,11311oticce and Claim to the S uraxtyr,the c�+arammrorthe Cwbac'tor,,hallbe nraalad ar � d tc thus a �zs skucnwn LO oratha page onwwhirin their s mature appears.Actual receiptofrrotiLe orCkuns,bownev er° bed,shallibe sMuffvaient co4rdI a=e as Y9 de da.to received. 114WITanthusllordhasbeeryfirnuishediscomplywwrutha statutory or°c4i le paluwq i itunthelocahmwwhere CL the con bucticrawrastobepert'oxrrred,any povisionin this Bend co " with aaxdstA*atorledalreqirn,enrext sllralllbe deereuad deletied lwetaorn asud grcwosaons cord mrr�nr ao q xy rr otlmer le lusiaernexd hallbe learned rood mated lneaefin.l�dherr sc fuxnasiued„the ixdent is that tlms " " all be s rus d as a statutoayboaxl and � rul as acorn,lawrbond. 1$UPonreguestbyattry personorputita'appoaxilctobcr;uldd d bi�frcnaarscud n ;;G rd,G&rr orcak ctor'axtd a fhwxer shell p r ptlyfunushacopyod"thus Bondi or shall"; mitacib t'.Umade, pry 116L1ni�omb 1tr:1 t him fn waritbrras'ta'tarrueltitby 4wa Claaratiaru#;cadu ; tarrsadrnaarau. ;1 the ruaxnv of the C'laa the name of the persornfcewrlqojt labouwrasd ndi oirrvaterialsorequui;lrauerufurru led; a copyofftive aggmerrentos prrcllti , eI,TAUsnanrttc`asrlw lu labor urAa ria1s or equ pauuexuflwras fiunislvd for Use ink 0 C Mutnwc -)rL cortract A abrrefdescriptionoftwlob „rna ri -ot*%,ipn*itfuaxrusi*,a .1 the date Mw hichthitdalr ti,l t pelf liboxor la,t fill ished nn, rsals or ealaoxgsrmid franrxse in the pe&M az e qrr4 CoxnudtrrykiiMt Mb4cf tine total anu unit= by , Nd as labar„ra dernals oreupwrparaenl furmlrad as ofthe date,of die Cana as toW araranuut s payav)�6 zeceived bythe Claimant;urd $ �; rrraurut dune era mrpamd t p; Clairaaaxd for lab or,materials or equipment'fa mashed as of tle ate of flea Claim 11 C 1tM N1kAxa van Tg a direct contract with the Contractor or with a.mbeoxdractorof'the 0 Corrotra tdpr to fuurnr ll,; a ruaate r equiprnerd for,use,in the pa&unarrce of tllra u;ombuctior C ont ct.The tarm C rip;fi t aedrvudr our exditythat has rw katl5illy s�axted a c'lai un der enapplicable rnecha ic'a lien orsinaniatsl l ;a azzast tire real pd peztyuperawahuchtlue laamyectis lnrated.The xnterd ofthns Bondshallbe to, irwTlude awrtllwrr t hxalitatio'nira fee thin `lalaor;materials ez equipment"that part of„uw ater' a,,,pow ex,bg10,lv�at;oil, � ,h leplrrne same;,w< 1 egurpwentused in tlrs CorobuctronCoxdract ar+cldtactuxal anal e rg imexix zero renguaiucd fore' a e oftirawsoA cd1le Cordractox and the Conba„cto's suibcordrawctoxs,and all odwr E iterns for wriaic ua n n nnaybe asserted in tlae junsdictiuonwrlrare the labcz,nnateuals oreguiparentwwere LO furrasivd. 0 §,,%3 Combuton Contact The agnerverd between the O wneraxr3 Cosnhactor iderd ied on the ccarerpage„ inchudug all Cordract Domanerds and all chmp3 made to the agreenvrd and the Contract licnun rids E 0 AWt)xummemutA„12— twlbPamonttbndi.Cbp,^MiIlrt�uM1l19DyTYaAnmerttarIristMIo1Au4 IBM AN11r1ifr'h�rer u`�i,alfPMmmlrE�'niIdAIwK,'" Vrt^1iit, C"xwuam sing tl In ArotIM&,Ntl4'� nett q"„jP,;,11R1dLa"":mN,t I7V�b0'7"Ia�gorm fmlbs"s I,MIYIWLV%IodwgOyu,�'PIYv4"eN.4"F'4rP�P'1'�V'u0i lUid'kAt%w: o� 'BHo 40X0. rlPJfkllPollI N, 3 � am;,p�rrbmnn Otmn�sprruacutt0rnt1svoro0,Mmrd9r, MIrelr4ruMbr-M rauc VnrWUboprotow'dada'ttawe4reW9mwn9Owntprrwiulc4�arai�uforfiuoWo.To � elFo'rt'ocWrD1twioeMts WAR oon tad Dome ris„e-nmalTk*AmueAmi,IraM*cfrAxrYtlnra kga9mnunseRorF°��Y1�rranop U CONTRACT II-9 Packet Pg. 2116 Key West International Airport Noise Insulation Program Construction nf Key West bv the Sea — Final Phase CL 00 CL rot 06 LO � r CONTRACT 11-10 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase SECTION B CERTIFICATE OF OWNER'S ATTORNEY THIS SECTION IS NOT INCLUDED 0 U U 0 en ,E c� 0 U 06 4- 0 E 0 E c� CONTRACT II-11 Packet Pg. 2118 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase SECTION C ACKNOWLEDGMENT FOR CHANGE ORDERS c� TO: Monroe County Board of Commissioners Key West, Florida t0 U REF: Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase c Ladies and Gentlemen: 76 In order to avoid the necessity of extensive amendments to the referred contract, the undersigned en 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. U) 4. Changes or alterations provided for in the original bid and originals contract. ,E Contractor: c� By: c) 06 Title: LO 4- 0 V- 0 E 0 E c� CONTRACT II-12 Packet Pg. 2119 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase SECTION D CONTRACT Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase 0 U THIS AGREEMENT made and entered into the day of 20 by and U between c (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: U) Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase E 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 workCU hereunder within Two Hundred Fifty-Eight (258) calendar days from the Notice-to- Proceed — Permits pursuant to Special Provision No. 3. 0 c, 06 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: LO Dollars 0 ($ ) in accordance with unit prices set attached as Exhibit 4. On or before the 151h 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 E has been performed strictly in accordance with this agreement. 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 CONTRACT II-13 Packet Pg. 2120 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 c CONTRACTOR, the OWNER may retain the amounts described in the Liquidated U 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 0 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 W of the work shall be furnished in manner and form satisfactory to the OWNER. U) 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 CU 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 t0 the term of the Agreement and for seven years following the termination of this Agreement. 06 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 LO paid to CONTRACTOR. 0 V- 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 CONTRACT II-14 Packet Pg. 2121 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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. c� 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 U c, CONTRACTOR is required to: a) Keep and maintain public records that would be required by the OWNER to perform c 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 U) shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the CONTRACTOR keeps and E 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 c) directly to the OWNER, but if the OWNER does not possess the requested records, 06 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. LO 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. CONTRACT II-15 Packet Pg. 2122 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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-FL.GOV, MONROE COUNTY ATTORNEY'S OFFICE, 1111 12th STREET, SUITE 408, KEY WEST, FL 33040. 0 U 10. HOLD HARMLESS AND INSURANCE: Notwithstanding any minimum insurance U requirements prescribed elsewhere in this agreement, CONTRACTOR shall defend, indemnify and hold the OWNER and the OWNER's elected and appointed officers and c 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, actions, causes of action, litigation, proceedings, costs or expenses relate to events or circumstances that occur during the term of thisCU Agreement, this section will survive the expiration of the term of this Agreement or any earlier termination of this Agreement. t0 06 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. LO 4- 0 The extent of liability is in no way limited to, reduced, or lessened by the insurance requirements contained elsewhere within this agreement. 6 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 CONTRACT II-16 Packet Pg. 2123 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 c U OWNER be required to contain any provision for waiver. U 12. NO PLEDGE OF CREDIT: CONTRACTOR shall not pledge the OWNER'S credit or make 0 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 Assistant County Attorney Key West International Airport , 1111 12th Street, Suite 408 3491 S. Roosevelt Blvd. Key West, FL 33040 Key West, Florida 33040 U) ,E FOR CONTRACTOR: c� CU 0 U 06 LO 4- 0 V- 0 E 0 E c� CONTRACT II-17 Packet Pg. 2124 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 OWNER, Florida. c U U 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 0 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 W the original intent of this Agreement. The OWNER and CONTRACTOR agree to U) 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 CU 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, t0 investigative, and out-of-pocket expenses whether it is the prevailing party or not, 06 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 LO 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 E 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. c� 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 CONTRACT II-18 Packet Pg. 2125 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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. c� 20. BINDING EFFECT: The terms, covenants, conditions, and provisions of this Agreement shall bind and inure to the benefit of OWNER and CONTRACTOR and c U their respective legal representatives, successors, and assigns. U 21. AUTHORITY: Each party represents and warrants to the other that the execution, 0 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. E 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. CU c� 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 0 any third-party claim or entitlement to or benefit of any service or program U 06 contemplated hereunder, and the OWNER and the CONTRACTOR agree that neither the OWNER nor the CONTRACTOR or any agent, officer, or employee of E 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 LO benefits under this Agreement separate and apart, inferior to, or superior to the - community in general or for the purposes contemplated in this Agreement. E 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 E 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 CONTRACT II-19 Packet Pg. 2126 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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, c U this Agreement automatically terminates without any further action on the part of U 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, 0 relating to nondiscrimination. These include but are not limited to: a) Title VII of the Civil Rights Act of 1964(PL 88-352)which prohibit discrimination in employment on the basis of race, color, religion, sex. and 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; E 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; CU c� 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; 0 U i) The Americans with Disabilities Act of 1990 (42 USC § 12101), as amended 06 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 LO the basis of race, color, sex, religion, national origin, ancestry, sexual - orientation, gender identity or expression, familial status or age; and 0 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. 0 28. COVENANT OF NO INTEREST: County 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 CU only interest of each is to perform and receive benefits as recited in this Agreement. 29. CODE OF ETHICS: County agrees that officers and employees of the County recognize and will be required to comply with the standards of conduct for public CONTRACT II-20 Packet Pg. 2127 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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/it had not employed, retained or c otherwise had act on his/its behalf any former County officer or employee subject L) to the prohibition of Section 2 of Ordinance No. 010-1990 or any County officer or employee in violation of Section 3 of Ordinance No. 020-1990. For breach or 0 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. 31. ATTESTATIONS: Contractor agrees to execute such documents as the County 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 COUNTY, therefore this agreement is not to be construed against either party on the basis of authorship. , U) ,E c� CU 0 c, 06 LO 4- 0 E 0 E c� CONTRACT II-21 Packet Pg. 2128 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase (SEAL) BOARD OF COUNTY COMMISSIONERS ATTEST: KEVIN MADOK, CLERK OF MONROE COUNTY, FLORIDA c� By: By: Deputy Clerk Mayor/Chairman t0 U CONTRACTOR c By: Title: STATE OF: COUNTY OF: Subscribed and sworn to (or affirmed) before me, by means of❑ physical presence or❑ online notarization, on (date) by U) (name of affiant). He/She is personally known to me or has produced (type of identification) as identification. CU 0 U 06 NOTARY PUBLIC LO 4- 0 0 E c� CONTRACT 11-22 Packet Pg. 2129 J.3.c 0 u u w a 0 U- en DIVISION III z GENERAL PROVISIONS U) E 0 u 06 Lo 4- 0 E .2 0 E .a u Packet 'Pg. 2130 DIVISION III GENERAL PROVISIONS SECTION 10 - DEFINITION OF TERMS...................................................................................111-1 SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS........................................111-6 0 u SECTION 30 -AWARD AND EXECUTION OF CONTRACT...................................................111-9 u w a SECTION 40 - SCOPE OF WORK..........................................................................................111-11 0 SECTION 50 - CONTROL OF WORK.....................................................................................111-14 SECTION 60 - CONTROL OF MATERIALS...........................................................................111-20 u- SECTION 70 - LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC ....................111-24 SECTION 80 - PROSECUTION AND PROGRESS................................................................111-32 9: z SECTION 90 - MEASUREMENT AND PAYMENT.................................................................111-38 SECTION 100 - CONTRACTOR QUALITY CONTROL PROGRAM .....................................111-43 SECTION110 — Not Used....................................................................................................111-48 U) SECTION120 — Not Used....................................................................................................111-48 E SECTION 130 - SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION .............111-49 2 .3 SECTION 140 - GENERAL INSURANCE REQUIREMENTS FOR CONTRACTORS AND SUBCONTRACTORS.............................................111-50 0 SECTION 150 - DISADVANTAGED BUSINESS ENTERPRISE PROGRAM .......................111-60 u 06 SECTION 160 - CONSTRUCTION CONTRACT CLAUSES AIRPORT IMPROVEMENT PROGRAM........................................................................111-76 SECTION 170 - BUY AMERICAN PREFERENCES.............................................................111-105 ul) 4- 0 T- SECTION 180 - CERTIFICATION OF OFFERER/BIDDER REGARDING TAX DELINQUENCY 0 E AND FELONY CONVICTIONS.................................................................111-108 .2 0 SECTION 190 — FAA BUY AMERICAN PREFERENCE CONSTRUCTION PROJECT— CONTENT PERCENTAGE WORKSHEET...........................111-110 E GENERAL PROVISIONS Packet Pg. 2131 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase SECTION 10 DEFINITION OF TERMS c� 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, c U the intent and meaning shall be interpreted as follows: U 10-01 ADVERTISEMENT. A public announcement, as required by local law, inviting bids for 0 work to be performed and materials to be furnished. 10-02 ADDENDUM. A modification of the plans or other Contract documents issued by the 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. 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. 10-05 ARCHITECT. An authorized representative of the 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. ,E 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. U 06 10-10 CALENDAR DAY. Every day shown on the calendar. E 10-11 CERTIFICATES OF COMPLIANCES. Written statements by the manufacturer stating LO the material furnished is in conformance with the Specifications. It- 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 6 order, shall be within the scope of the contract. 10-13 CONSTRUCTION MANAGER. An authorized representative of the 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 Packet Pg. 2132 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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. c� 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 c Documents, the Contract form; the Proposal, the Schedule of Bid Items; the Proposal Bond; the L) 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; 0 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. 10-19 ENVIRONMENTAL SPECIALIST. An authorized representative of the Program Manager responsible for environmental supervision of the contract work. 10-20 ENGINEER. An authorized representative of the Program Manager responsible for engineering supervision of the contract work. CU c� 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 0 acceptable completion of the Work. c) 06 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 LO previously modified. 0 T- 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 assigned to make all necessary inspections and approvals of the Work performed or being GENERAL PROVISIONS III-2 Packet Pg. 2133 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 Program Manager is intended; and similarly, the words "approved," "acceptable," "satisfactory," or words of like import, shall mean approved by, or c U acceptable to, or satisfactory to the Program Manager, subject in each case to the final U determination of the Owner. 0 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 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. U) 10-31 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. 10-32 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 CountyCU Commissioners). For AIP contracts, the term Sponsor shall have the same meaning as the term Owner. U 06 10-33 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 LO Coordinator). T- 10-34 PAVEMENT. The combined surface course, base course, and sub base course, if any, considered as a single unit. 6 10-35 PAYMENT BOND. The approved form of security furnished by the Contractor and his/her surety as a guaranty that he will pay in full all bills and accounts for materials and labor used in the construction of the Work. c� 10-36 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. GENERAL PROVISIONS III-3 Packet Pg. 2134 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 10-37 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. 10-38 PROJECT. The agreed scope of work for accomplishing specific airport noise mitigation with respect to a particular airport. 0 10-39 PROPOSAL. The written offer of the bidder (when submitted on the approved proposal U form) to perform the contemplated work and furnish the necessary materials in accordance with the provisions of the Plans and Specifications. 0 10-40 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. 10-41 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. 10-42 PROPERTY. The individual condominium unit at Key West By the Sea located at 2601 S. Roosevelt Blvd, Key West FL. 10-43 PROPERTY OWNER. The individual(s), partnership, firm, or corporation holding title to , a condominium unit. 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 E 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. CU 0 10-46 SPONSOR. Shall mean the same as Owner. U 06 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. LO 4- 10-48 SUBGRADE. The soil which forms the pavement foundation. c 0 10-49 SUPERINTENDENT. The Contractor's executive representative who is present on the Work during progress, authorized to receive and fulfill instructions from the Program Manager, 0 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 Packet Pg. 2135 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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. 0 10-53 WORKING DAY. A working day shall be any day other than a legal holiday, Saturday, or c) c, 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 0 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 U) ,E c� 0 c, 06 LO 4- 0 T- 0 E 0 E c� GENERAL PROVISIONS III-5 Packet Pg. 2136 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 U proposals; a description of the proposed work; instructions to bidders as to obtaining proposal U forms, plans, and specifications; proposal guaranty required; and the Owner's right to reject any and all bids. 0 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 financial responsibility. Such evidence of financial 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 financial responsibility is approximately the same as stated or reported by the public accountant. If the bidder's financial 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. U) Each bidder shall submit "evidence of competency" and "evidence of financial responsibility" to the Owner at the time of the bid opening. ,E 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. 0 The Plans, Specifications, and other documents designated in the proposal form shall be U 06 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 LO reasons: 0 T- 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. 6 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 Packet Pg. 2137 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 c such examination and is satisfied as to the conditions to be encountered in performing the Work U and as to the requirements of the proposed Contract, Plans, and Specifications. 0 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 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 0 of any kind which make the proposal incomplete, indefinite, or otherwise ambiguous. U 06 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. LO 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. E 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. E 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. 20-10 DELIVERY OF PROPOSAL. Each proposal submitted shall be submitted electronically GENERAL PROVISIONS III-7 Packet Pg. 2138 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 or by telegram 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. c U U 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 0 interested persons are invited to attend. Proposals that have been withdrawn (by written or telegraphic 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. U) END OF SECTION 20 E ,E c� 0 U 06 LO 4- 0 E 0 E c� GENERAL PROVISIONS III-8 Packet Pg. 2139 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 U a discrepancy between unit bid prices written in words and unit bid prices written in numbers, U the unit price written in words shall govern. 0 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. U) 30-02 AWARD OF CONTRACT. The award of a contract, if it is to be awarded, shall be made within 120 calendar days of the date specified for publicly opening proposals, unless otherwise E specified herein. ,E 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 t0 liability to the bidder, except return of proposal guaranty, at any time before a contract has been 06 fully executed by all parties and is approved by the Owner in accordance with the subsection titled APPROVAL OF CONTRACT of this section. E 30-04 RETURN OF PROPOSAL GUARANTY. All proposal guaranties, except those of the two LO 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. E c� 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 GENERAL PROVISIONS III-9 Packet Pg. 2140 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase Work. 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 c OF CONTRACT BONDS of this section, within 15 calendar days from the date mailed or U otherwise delivered to the successful bidder. If the contract is mailed, special handling is recommended. 0 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 ,E c� CU 0 U 06 LO 4- 0 T- 0 E 0 E c� GENERAL PROVISIONS III-10 Packet Pg. 2141 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 U the Work in accordance with the Plans, Specifications, and terms of the Contract. U 40-02 ALTERATION OF WORK AND QUANTITIES. The Owner reserves and shall have the 0 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 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 Program Manager. Change orders for altered work shall include extensions of contract time where, in the 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 CU 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 t0 limitations on work that increases or decreases the originally awarded contract or any major 06 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. LO All supplemental agreements shall require consent of the Contractor's surety and separate 0 performance and payment bonds. 40-03 OMITTED ITEMS. The 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. c� 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 Packet Pg. 2142 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 Program Manager's opinion, is c necessary for completion of such Extra Work. U When determined by the Program Manager to be in the Owner's best interest, he may order the 0 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. U) 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, andCU 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), 0 unless otherwise specified herein. The Contractor shall also construct and maintain in a safe U 06 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. LO 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. E 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. 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 GENERAL PROVISIONS III-12 Packet Pg. 2143 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase having been disposed of satisfactorily, unless the Contractor has obtained the written permission from the owner of such property. c� END OF SECTION 40 0 U U 0 U) ,E c� 0 U 06 LO 4- 0 T- 0 E 0 E c� GENERAL PROVISIONS III-13 Packet Pg. 2144 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase SECTION 50 CONTROL OF WORK 50-01 AUTHORITY OF THE PROGRAM MANAGER. The 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 shall U decide all questions which may arise as to the interpretation of the Specifications or Plans U 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 Program Manager shall determine the amount and c 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 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 will advise the Owner of his/her determination that the affected work be accepted and remain in place. In this event, the 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 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 Program Manager finds the materials furnished, work performed, or the finished product CU 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 t0 otherwise corrected by and at the expense of the Contractor in accordance with the Program 06 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 LO the Contract, Plans, and Specifications. The term shall not be construed as waiving the Program 0 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 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 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. For AIP contracts, the Program Manager should advise the Sponsor if he accepts work that is not in "reasonably close conformity" to the Contract, Plans, Specifications. The Sponsor will in GENERAL PROVISIONS III-14 Packet Pg. 2145 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 c U discrepancy, calculated dimensions will govern over scaled dimensions; contract technical U 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, 0 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 shall immediately call upon the 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 shall cooperate with the Program Manager and his/her inspectors and with other contractors in every way possible. The Program Manager shall allocate the Work and designate the sequence of construction in case of controversy between contractors. The Contractor shall have E 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 Program Manager or his/her authorized representative. CU 50-05 COOPERATION BETWEEN CONTRACTORS. The Owner reserves the right to contract 0 for and perform other or additional work on or near the Work covered by this Contract. U 06 When separate contracts are let within the limits of any one project, each Contractor shall E 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 LO with each other as directed. - T- Each Contractor involved shall assume all liability, financial or otherwise, in connection with E 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. 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 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. GENERAL PROVISIONS III-15 Packet Pg. 2146 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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. 0 Inspectors employed by the Owner are authorized to notify the Contractor or his/her U 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 0 such issues can be referred to the 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 Program Manager. The 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 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. U) 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. CU c� 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 0 such facilities shall have the right to inspect such work. Such inspection shall in no sense make U 06 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 Program Manager as provided in the subsection titled CONFORMITY WITH PLANS AND SPECIFICATIONS of this section. E 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 provisions of the subsection titled CONTRACTOR'S RESPONSIBILITY FOR WORK of Section 70. Work done contrary to the instructions of the Program Manager, work done beyond the lines shown on the Plans or as given, except as herein specified, or any Extra Work done without GENERAL PROVISIONS III-16 Packet Pg. 2147 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 Program Manager made under the provisions of this subsection, the 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. c c, c, 50-12 MAINTENANCE DURING CONSTRUCTION. The Contractor shall maintain the Work during construction and until the Work is accepted. This maintenance shall constitute 0 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 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 Program Manager's notification, the 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. 0 50-14 PARTIAL ACCEPTANCE. If at any time during the prosecution of the project the U 06 Contractor substantially completes a usable portion of the Work, the occupancy of which will benefit the Property Owner, he may request the Program Manager to make final inspection of that Unit of Work. If the Program Manager finds upon inspection that the unit has been satisfactorily completed in compliance with the contract, he may accept it as being completed, LO 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 Program Manager and Property Owner will make an inspection. If all 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 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 GENERAL PROVISIONS III-17 Packet Pg. 2148 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 Program Manager will make the final acceptance and notify the Contractor in writing of this acceptance as of the date of final inspection. 0 50-16 CLAIMS FOR ADJUSTMENT AND DISPUTES. If for any reason the Contractor deems L) 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 0 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 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 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 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 U) 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 E be considered defective. ,E 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 t0 Owner to do so. 06 The obligations of the Contractor in this paragraph titled WARRANTY AND GUARANTEE shall E 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. LO 4- 0 50-18 CONTRACT CLOSE-OUT. Subsequent to the final acceptance of this project by the Program Manager, the following requirements must be satisfied by the Contractor before final payment can be made: 0 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. GENERAL PROVISIONS III-18 Packet Pg. 2149 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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. c� E. In addition to the above, the Contractor shall provide all documents required in Special Provision No. 11 FINAL PAY REQUESTS AND RELATED FORMS. U 50-19 CONCEALED CONDITIONS. Should conditions be encountered below the surface of the c) 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 c 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 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 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 c) operation can be promptly made. 06 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. LO 0 T- 0 END OF SECTION 50 0 E c� GENERAL PROVISIONS III-19 Packet Pg. 2150 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 U compared to used or reprocessed). U In order to expedite the inspection and testing of materials, the Contractor shall furnish complete 0 statements to the 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 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 Program Manager before incorporation in the Work. Any work in which untested materials are used without approval or written permission of the 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 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 U) 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 Program Manager may permit the use, prior to CU 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 t0 requirements of the Contract. The certificate shall be signed by the manufacturer. Each lot of 06 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 LO tested at any time and if found not to be in conformity with contract requirements will be subject 0 to rejection whether in place or not. 0 E The form and distribution of certificates of compliance shall be as approved by the Program Manager. > 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: GENERAL PROVISIONS III-20 Packet Pg. 2151 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 Program Manager shall be the sole judge as to U whether the proposed "or equal" is suitable for use in the Work. U The Program Manager reserves the right to refuse permission for use of materials or c assemblies on the basis of certificates of compliance. 60-04 PLANT INSPECTION. The 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 Program Manager conduct plant inspections, the following conditions shall exist: A. The Program Manager shall have the cooperation and assistance of the Contractor and the producer with whom he/she has contracted for materials. , B. The 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 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 Program Manager shall have the right to reject only material which, when retested, does not 0 meet the requirements of the Contract, Plans, or Specifications. U 06 60-05 REVIEW AND ACCEPTANCE OF MATERIALS. The Contractor shall furnish to the 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 LO required by the Specifications, requested by the 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 Program Manager's attention to any deviations that the Shop Drawings may have from the requirements of the Contract Documents. 0 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 Program Manager. GENERAL PROVISIONS III-21 Packet Pg. 2152 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase The 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 Program Manager's attention to such deviations at the time of submission and the 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 PROGRAM MANAGER'S FIELD OFFICE AND LABORATORY. The Contractor shall c U furnish for the duration of the project one building for the use of the field Program Managers and U inspectors, as a field office. This facility shall be an approved weatherproof building meeting the current State Highway Specifications (for example, Class I Field Office or Type C Structure). 0 This building shall be located conveniently near to the construction. The Contractor shall furnish a photocopy machine, water, sanitary facilities, heat, air conditioning, and electricity. 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 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 Program Manager. Private property shall not be used for storage purposes without written permission from the owner or lessee of such property. The Contractor shall make all arrangements and bear all expenses for the storage of materials on private property. Upon request, the Contractor shall furnish the Program Manager a copy of the owner's permission. All storage sites on private property shall be restored to their original condition by the Contractor at his/her entire expense, except as otherwise agreed to (in writing) by the owner or lessee of the property. E 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 CU of the Work, unless otherwise instructed by the Program Manager. 0 Rejected material or assembly, the defects of which have been corrected by the Contractor, U 06 shall not be returned to the site of the Work until such time as the Program Manager has approved its use in the Work. Pursuant to Section 255.04, Florida Statutes, the use of asbestos E 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 LO 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. > E c� GENERAL PROVISIONS III-22 Packet Pg. 2153 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 t0 shall be responsible for any demurrage, damage, loss, or other deficiencies which may occur U 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 0 Owner in making good such loss due to the Contractor's handling, storage, or use of Owner- furnished materials. END OF SECTION 60 U) ,E c� 0 U 06 LO 4- 0 E 0 E c� GENERAL PROVISIONS III-23 Packet Pg. 2154 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 U employed on the Work, or which in any way affect the conduct of the Work. He shall at all times U 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 0 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 W an infringement, at any time during the prosecution or after the completion of the Work. U) 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 Program Manager, the Contractor shall make all necessary repairs to the Work which are due to t0 such authorized work by others, unless otherwise provided for in the Contract, Plans, or 06 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. LO 70-05 FEDERAL AID PARTICIPATION. For AIP contracts, the United States Government has 0 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. E c� 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-24 Packet Pg. 2155 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 c other bodies or tribunals having jurisdiction. U Attention is directed to federal, state, and local laws, rules and regulations concerning 0 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 ManualCU of Uniform Traffic Control Devices for Streets and Highways (published by the United States Government Printing Office). 0 U 06 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 Program Manager. LO 4- 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. 2 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 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 GENERAL PROVISIONS III-25 Packet Pg. 2156 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase manner or method of executing the Work, or at any time due to defective work or materials, and 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 c U or injury was done, by repairing, or otherwise restoring as may be directed, or he/she shall U make good such damage or injury in an acceptable manner. 0 70-12 RESPONSIBILITY FOR DAMAGE CLAIMS. The Contractor shall indemnify and save harmless the 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 W will not be withheld when the Contractor produces satisfactory evidence that he/she is U) 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 CU the terms or provisions of the Contract. 0 70-14 OPENING SECTIONS OF THE WORK TO TRAFFIC. U 06 No portion of the Work may be opened by the Contractor for public use until ordered by the E 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 LO opinion of the 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. E 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. GENERAL PROVISIONS III-26 Packet Pg. 2157 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 70-15 CONTRACTOR'S RESPONSIBILITY FOR WORK. Until the 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 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 c any of the above causes before final acceptance and shall bear the expense. L) If the Work is suspended for any cause whatsoever, the Contractor shall be responsible for the 0 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 W interruption of such utility services and facilities. U) 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. CU In addition to the general written notification hereinbefore provided, it shall be the responsibility t0 of the Contractor to keep such individual owners advised of changes in his/her plan of 06 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 LO 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 Program Manager. The Contractor's failure to give the two-day's notice hereinbbove provided shall be cause for the 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 GENERAL PROVISIONS III-27 Packet Pg. 2158 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase ground, the Contractor shall be required to use excavation methods acceptable to the 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. Should the Contractor damage or interrupt the operation of a utility service or facility by accident or otherwise, he shall immediately notify the proper authority and the Program Manager and shall take all reasonable measures to prevent further damage or interruption of service. The c Contractor, in such events, shall cooperate with the utility service or facility owner and the U Program Manager continuously until such damage has been repaired and service restored to the satisfaction of the utility or facility owner. 0 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 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/herCU 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. 0 c, 06 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. LO 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, E 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. GENERAL PROVISIONS III-28 Packet Pg. 2159 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase B. Stripping, excavation, and embankment. 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. t0 G. Seeding, fertilizing, mulching and use of herbicides or insecticides. U H. Contractor's own housekeeping items; haul roads; sanitary facilities; water supply; c 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 shall also submit for acceptance of the 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 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. U) 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. c, 3) Construction operations shall be conducted in such manner as to reduce erosion 06 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 LO one time, for this Contract, shall be subject to approval of the Program Manager 0 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 0 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-29 Packet Pg. 2160 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 Program Manager. 7) The Contractor shall conduct his work in such manner as to prevent the entry of c U fuels, oils, bituminous materials, chemicals, sewage or other harmful materials U into streams, rivers, lakes or reservoirs. 8) Water from aggregate washing or other operations containing sediment shall be c 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 U) 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. c� 1) Minimum possible areas of open grading, borrow or aggregate excavation shall be exposed at one time, consistent with the progress of the Work. U 06 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. LO 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 0 containers or with proper coverings to prevent accidental discharge into the air. .. 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 bitumens shall be held to recommended rates. GENERAL PROVISIONS III-30 Packet Pg. 2161 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 c Program Manager. U 70-21 ARCHAEOLOGICAL AND HISTORICAL FINDINGS. Unless otherwise specified in this 0 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 shall immediately cease operations in that location and notify the Program Manager. The 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 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 E Section 80. ,E 70-22 INSURANCE. The Contractor shall not commence work under this Contract until he has obtained and provided insurance of the character specified in the special provisions which willCU provide adequate protection to the Owner and the Contractor against all liabilities, damages and accidents, nor shall he commence work until such insurance has been approved by the Owner. 0 Neither approval by the Owner, nor a failure to disapprove insurance furnished by a Contractor U 06 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 E Contract, and no modification or change in insurance coverage and provisions shall be made without thirty (30) days written advance notice to the Owner. LO 4- 0 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 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-31 Packet Pg. 2162 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 U duly authorized to receive and execute orders of the Program Manager. U Should the Contractor elect to assign his/her contract, said assignment shall be concurred in by 0 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 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. CU See Division IV— Special Provisions, Special Provision No. 2 for further information. t0 06 80-04 PROSECUTION AND PROGRESS. Unless otherwise specified, the Contractor shall submit his/her progress schedule for the 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 Program Manager, may be used to establish major construction operations and LO 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 > 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 Program Manager at least 24 hours in advance of resuming operations. For AIP contracts, the Contractor shall not commence any actual construction prior to the date GENERAL PROVISIONS III-32 Packet Pg. 2163 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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. t0 c, 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 c 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 Program Manager. If the >- Contractor desires to use a method or type of equipment other than specified in the Contract, he may request authority from the 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 Program Manager determines that the work produced does not meet contract requirements, the Contractor shall discontinue the use of theCU 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 0 work of specified quality, or take such other corrective action as the Program Manager may c) 06 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. LO 80-07 TEMPORARY SUSPENSION OF THE WORK. The Program Manager shall have the authority to suspend the Work wholly, or in part, for such period or periods as he 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 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 CU 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 Program Manager's order to suspend work to the effective date of the Program Manager's order to resume the Work. GENERAL PROVISIONS III-33 Packet Pg. 2164 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase Claims for such compensation shall be filed with the Program Manager within the time period stated in the Program Manager's order to resume work. The Contractor shall submit with his/her claim information substantiating the amount shown on the claim. The 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. c U U 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 0 damaged in any way. He 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 Program Manager. The 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 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 CU 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 U work force be on a double-shift, 12 hours shall be used. Should the normal work 06 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 LO Program Manager for reasons not the fault of the Contractor, shall not be c charged against the contract time. 2) The Program Manager will not make charges against the contract time prior to the effective date of the notice to proceed. > 3) The Program Manager will begin charges against the contract time on the first working day after the effective date of the notice to proceed. E c� 4) The Program Manager will not make charges against the contract time after 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 Program Manager's weekly GENERAL PROVISIONS III-34 Packet Pg. 2165 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 Program Manager's orders to suspend and resume all work, due to causes not the fault of the Contractor, shall U be excluded. W C. When the contract time is a specified completion date, it shall be the date on which 0 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 may, at any time prior to the expiration of the contract time as extended, make a written request to the 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 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 U accordance with the approved construction schedule for a unit, they will be issued five (5) 06 Deficiency Points (per unit) for each additional day required to reach final completion of the unit. In the event a Contractor fails to reach final completion in the allotted time period of a KWBTS condominium, the Contractor shall be required to provide pre-paid hotel accommodations for the Property Owner(s) (or authorized tenant(s)) at a 4-5 star rated hotel in the Key West or StockLO Island area, as well as provide a $100 per diem certificate, for each additional day required to c complete the Work. Permitting the Contractor to continue and finish the Work or any part of it after the time fixed for 0 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-35 Packet Pg. 2166 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 c U D. Discontinues the prosecution of the Work, or U E. Fails to resume work which has been discontinued within a reasonable time after c 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 I. For any other cause whatsoever, fails to carry on the Work in an acceptable manner. Should the Program Manager consider the Contractor in default of the Contract for any reason hereinbefore, he 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 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 andCU provisions thereof, or use such other methods as in the opinion of the Program Manager will be required for the completion of said contract in an acceptable manner. 0 U 06 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 LO amount of such excess. - T- 0 0 E c� GENERAL PROVISIONS III-36 Packet Pg. 2167 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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. c� 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 c the contract price or as mutually agreed for items of work partially completed or not started. No U claims or loss of anticipated profits shall be considered. 0 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 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 ,E c� CU 0 U 06 LO 4- 0 T- 0 E 0 E c� GENERAL PROVISIONS III-37 Packet Pg. 2168 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase SECTION 90 MEASUREMENT AND PAYMENT 90-01 MEASUREMENT OF QUANTITIES. All work completed under the Contract will be measured by the Program Manager, or his/her authorized representatives, using United States Customary Units of Measurement or the International System of Units. U U 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 0 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 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. U) The term "lump sum" when used as an item of payment will mean complete payment for the Work described in the Contract. E 2 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. c� 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 0 Program Manager in connection with force account work will be measured as agreed in the U 06 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. E When standard manufactured items are specified such as fence, wire, plates, rolled shapes, LO 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. 0 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 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-38 Packet Pg. 2169 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 c U price (price bid) include compensation for certain work or material essential to the item, this U 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. 0 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 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 W Owner. Should the 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 Program Manager's order to omit or non-perform such contract item. CU c� Acceptable materials ordered by the Contractor or delivered on the Work prior to the date of the Program Manager's order will be paid for at the actual cost to the Contractor and shall 0 thereupon become the property of the Owner. U 06 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 Program Manager's order. Such additional costs incurred by the Contractor must be LO 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 GENERAL PROVISIONS III-39 Packet Pg. 2170 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase provided. B. Comparison of Record. The Contractor and the 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 Program Manager or their duly authorized representatives. C. Statement. No payment will be made for work performed on a force account basis c until the Contractor has furnished the Program Manager with duplicate itemized U 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 c 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 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 CU actual cost of those materials stockpiled and stored in accordance with the subsection titled PAYMENT FOR MATERIALS ON HAND of this section. c c, 06 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 LO total amount will be deducted and retained by the Owner until the final payment is made, except 0 le- as may be provided (at the Contractor's option) in the subsection titled PAYMENT OF WITHHELD FUNDS of this section. The balance (90 percent) of the amount payable, less all E previous payments, shall be certified for payment. Should the Contractor exercise his/her 0 option, as provided in the subsection titled PAYMENT OF WITHHELD FUNDS of this section, .. no such 10 percent retainage shall be deducted. E Upon fifty percent completion of the Work, the amount of retainage thereafter withheld by the Sponsor from subsequent payments may be reduced to 5% of that portion of the gross amount (less reimbursable items) of each monthly payment request certified by the Program Manager and approved by the Sponsor for payment unless the Contractor elected to withhold a higher amount from subcontractors as allowed by law, in which case the higher amount shall be GENERAL PROVISIONS III-40 Packet Pg. 2171 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase retained by the Sponsor. Upon achieving fifty percent (50 %) completion of the Work, and when requested by the Program Manager, the Sponsor may release half of the amount previously retained. Sponsor reserves the right, at its sole discretion, to further reduce the amounts retained on any subsequent monthly payment request prior to final payment. Provided, however, nothing in this Section shall preclude or limit the Sponsor's right to withhold payment as otherwise permitted by the terms of the Contract Documents or as permitted by law. 0 It is understood and agreed that the Contractor shall not be entitled to demand or receive partial U 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 0 have been determined by the 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 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: U) A. The material has been stored or stockpiled in a manner acceptable to the Program Manager at or on an approved site. B. The Contractor has furnished the Program Manager with acceptable evidence of the quantity and quality of such stored or stockpiled materials. C. The Contractor has furnished the Program Manager with satisfactory evidence that CU the material and transportation costs have been paid. 0 D. The Contractor has furnished the Sponsor legal title (free of liens or encumbrances U 06 of any kind) to the material so stored or stockpiled. E. The Contractor has furnished the Program Manager evidence that the material so stored or stockpiled is insured against loss by damage to or disappearance of such materials at any time prior to use in the Work. LO 4- 0 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 0 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 CU be used. No partial payment will be made for stored or stockpiled living or perishable plant materials. GENERAL PROVISIONS III-41 Packet Pg. 2172 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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. c U A. The Contractor shall bear all expenses of establishing and maintaining an escrow U account and escrow agreement acceptable to the Owner. 0 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 Program Manager will prepare the final estimate of the items of work actually performed. The Contractor shall approve the Program Manager's final estimate or advise the 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 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 Program Manager's final estimate. If, after such 30-day period, a dispute still exists, the Contractor may approve the 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. c� CU After the Contractor has approved, or approved under protest, the Program Manager's final 0 estimate, final payment will be processed based on the entire sum, or the undisputed sum in U 06 case 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. LO 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-42 Packet Pg. 2173 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 U construction conform to contract plans, Technical Specifications and other requirements, U whether manufactured by the Contractor, or procured from subcontractors or vendors. Although guidelines are established and certain minimum requirements are specified herein and c 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 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 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 CU requirements. Acceptance testing requirements are the responsibility of the Program Manager. U 100-02 DESCRIPTION OF PROGRAM. 06 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 LO 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 Program Manager prior to the start of any production, construction, or off-site fabrication. The written Quality Control Program shall be submitted to the Program Manager for review at least GENERAL PROVISIONS III-43 Packet Pg. 2174 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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; 0 U 3) Submittals schedule; U 4) Inspection requirements; c 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. U) 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 E 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 0 personnel are Contractor employees and which are provided by an outside organization. U 06 The quality control organization shall consist of the following minimum personnel: E A. Program Administrator. The Program Administrator shall be a full-time employee of the Contractor, or a consultant engaged by the Contractor. The Program LO Administrator shall have a minimum of 10 years of experience in construction and 0 It- 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 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 GENERAL PROVISIONS III-44 Packet Pg. 2175 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 c U the Technical Specifications, and as required by Section 100-06. U C. Staffing Levels. The Contractor shall provide sufficient qualified quality control c 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 other 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; t0 B. Item description; 06 C. Description of submittal; D. Specification paragraph requiring submittal; and LO E. Scheduled date of submittal. - T- 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. > 4i 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 GENERAL PROVISIONS III-45 Packet Pg. 2176 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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. c� 100-07 QUALITY CONTROL TESTING PLAN. Not Used 0 100-08 DOCUMENTATION. The Contractor shall maintain current quality control records of all U 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 0 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 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 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; CU 4) Proper operation of all equipment; 0 5) Adherence to plans and Technical Specifications; U 06 6) Review of quality control tests; and 7) Safety inspection. LO 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 Program Manager shall be provided at least one copy of each daily inspection report on the work day 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 GENERAL PROVISIONS III-46 Packet Pg. 2177 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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. c U U 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 0 corrective action shall be linked to the control charts. 100-10 SURVEILLANCE BY THE PROGRAM MANAGER. All items of material and equipment shall be subject to surveillance by the 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 Program Manager at the site for the same purpose. Surveillance by the 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 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 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'sCU Quality Control Program or the contract provisions, or where the Contractor fails to properly operate and maintain an effective Quality Control Program, as determined 0 by the Program Manager, the Program Manager may: U 06 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 LO taken. - END OF SECTION 100 0 E c� GENERAL PROVISIONS III-47 Packet Pg. 2178 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase SECTION 110 METHOD OF ESTIMATING PERCENTAGE OF MATERIAL WITHIN SPECIFICATION LIMITS (PWL) c� Not Used 0 U U 0 U) nE SECTION 120 NUCLEAR GAUGES U 06 Not Used LO 4- 0 E 2 0 E GENERAL PROVISIONS III-48 Packet Pg. 2179 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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). t0 c, 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 0 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 ,E c� 0 c, 06 LO 4- 0 E 0 E c� GENERAL PROVISIONS III-49 Packet Pg. 2180 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase SECTION 140 GENERAL INSURANCE REQUIREMENTS FOR CONTRACTORS AND SUBCONTRACTORS c� 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 U specified in the attached schedules, which are made part of this Contract. The Contractor will U 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 0 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 W 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: c� • Certificate of Insurance, or 0 • A certified copy of the actual insurance policy. U 06 The Owner, at its sole option, has the right to request a certified copy of any or all insurance policies required by this Contract. LO 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 0 relieving the Contractor from any liability or obligation assumed under this Contract or imposed by law. The Monroe County Board of County Commissioners, and Key West by the Sea Association, Inc., 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 and Key West by the Sea as "Additional Insured" on all policies, except for Workers' Compensation. GENERAL PROVISIONS III-50 Packet Pg. 2181 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase In addition, the County will be named as an Additional Insured and Loss Payee on all policies 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. 0 To assist in the development of your proposal, the insurance coverage marked with an U "X"will be required in the event an award is made to your firm. Please review this form with your c 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 ,E As a minimum, the required general liability coverage will include: • Premises Operations • Products and Completed Operations • Blanket Contractual t0 • Personal injury 06 • Expanded Definition of Property Damage Required Limits: LO $100,000/person; $300,000/occurrence 0 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 E $ 500,000/person; $1,000,000/occurrence GL3 X $_100,000_property_damage or ........... $1,000,000 combined single limit GENERAL PROVISIONS III-51 Packet Pg. 2182 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase GL4 $5,000,000 combined single limited c� Required Endorsement: GLXCU Underground, Explosion & Collapse (XCU) c) c, GLLIQ Liquor Liability 0 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 c) 06 LO 4- 0 0 E c� GENERAL PROVISIONS III-52 Packet Pg. 2183 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 0 PRO1 Professional Liability $250,000/occurrence U U PR02 $500,000/occurrence P R03 $1,000,000/occurrence c P01-1 Pollution Liability $500,000/occurrence POL2 $1,000,000/occurrence P01-3 $5,000,000/occurrence ED1 Employee $10,000 ED2 Dishonesty $100,000 GK1 Garage $300,000 $25,000/vehicle GK2 I 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 Hazardous $300,000 (Requires MCS-90 VLP2 Caro $500,000 (Requires MCS-90 VLP3 I Transporter $1,000,000 (Requires MCS-90 BLL Bailee Liability Max. value of property HKL1 Hangar keepers' Liability $300,000 HKL2 $500,000 LO H KL3 $1,000,000 0 T- 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 $1,000,000/occurrence/$3,000,000 Agg. GENERAL PROVISIONS III-53 Packet Pg. 2184 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase INSURANCE AGENT'S STATEMENT I have reviewed the above requirements with the bidder named below. The following deductibles apply to the corresponding policy: c� 0 c, c, POLICY: DEDUCTIBLES: 0 Liability Policies are: ❑ Occurrence ❑ Claims Made U) Insurance Agency Signature E c� CU 0 c) 06 BIDDER'S STATEMENT 1 understand the insurance that will be mandatory if awarded the Contract and will comply in full LO with all the requirements. T- 0 Bidder Signature 6 E c� GENERAL PROVISIONS III-54 Packet Pg. 2185 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase WORKERS' COMPENSATION INSURANCE REQUIREMENTS FOR c� CONTRACT 0 BETWEEN c) c, MONROE COUNTY, FLORIDA 0 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 U) Coverage shall be maintained throughout the entire term of the Contract. 2 Coverage shall be provided by a company or companies authorized to transact business in the E 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 c) be required to submit a Letter of Authorization issued by the Department of Labor and a 06 Certificate of Insurance providing details on the Contractor's Excess Insurance Program. E If the Contractor participates in a self-insurance fund, a Certificate of Insurance will be required. LO In addition, the Contractor may be required to submit updated financial statements from the fund upon request from the Owner. E 0 E c� GENERAL PROVISIONS III-55 Packet Pg. 2186 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase GENERAL LIABILITY INSURANCE REQUIREMENTS FOR CONTRACT BETWEEN U U MONROE COUNTY, FLORIDA c 0 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 U) 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 0 • $1,000,000 per occurrence U 06 • $ 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. LO 4- In addition, the period for which claims may be reported should extend for a minimum of twelve c (12) months following the acceptance of work by the County. The Monroe County Board of County Commissioners and Key West by the Sea Association, 0 Inc., their employees and officials will be included as "Additional Insured" on all policies issued .. to satisfy the above requirements. E c� GENERAL PROVISIONS III-56 Packet Pg. 2187 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase VEHICLE LIABILITY INSURANCE REQUIREMENTS FOR c� CONTRACT 0 BETWEEN U c, MONROE COUNTY, FLORIDA 0 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 E • $1,000,000 per occurrence c� • $ 100,000 property damage 0 The Monroe County Board of County Commissioners and Key West by the Sea Association, c) 06 Inc., their employees and officials will be included as "Additional Insured" on all policies issued to satisfy the above requirements. LO 4- 0 0 E c� GENERAL PROVISIONS III-57 Packet Pg. 2188 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase BUILDER'S RISK INSURANCE REQUIREMENTS FOR c� CONTRACT 0 BETWEEN c) c, MONROE COUNTY, FLORIDA 0 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 2 • Smoke • Flood ,E 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. c, 06 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, and Key West by the Sea Association, LO Inc., their employees and officials will be included as "Additional Insured" and "Loss Payee" on c T- all policies issued to satisfy the above requirements. 2 Prior to the issuance of the Notice to Proceed - Construction and commencement of work 0 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: E • Certificate of Insurance, or • A certified copy of the actual insurance policy. GENERAL PROVISIONS III-58 Packet Pg. 2189 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase ASBESTOS ABATEMENT LIABILITY INSURANCE REQUIREMENTS FOR CONTRACT c� BETWEEN 0 U U MONROE COUNTY, FLORIDA 0 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, and Key West by the Sea Association, Inc., their employees and officials will be included as "Additional Insured" on all policies issued >- to satisfy the above requirements. U) ,E c� 0 U 06 LO 4- 0 T- 0 E 0 E c� GENERAL PROVISIONS III-59 Packet Pg. 2190 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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. 0 U 150.02 OBJECTIVES/POLICY STATEMENT (Sub-section 26.1, 26.23) U The Sponsor has established a Disadvantaged Business Enterprise (DBE) program in c 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 market place outside the DBE Program. CU The Director of Airports has been delegated as the DBE Liaison Officer. In that capacity, the c c, Director of Airports is responsible for implementing all aspects of the DBE program. 06 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. LO 150.03 NON-DISCRIMINATION (Section 26.7) 0 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 6 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 ill 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 individuals of a particular race, color, sex, or national origin. GENERAL PROVISIONS III-60 Packet Pg. 2191 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 to FAA updates representing significant changes in the program. 150.05 FEDERAL FINANCIAL ASSISTANCE AGREEMENT ASSURANCE (Section 26.13) U U The Sponsor has signed the following assurance, applicable to all FAA-assisted contracts and their administration: 0 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 U) The Sponsor will ensure that the following clauses are placed in every FAA-assisted contract and subcontract: A. Nondiscrimination - 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 49 CFR Part CU 26 in the award and administration of FAA assisted contracts. Failure by the contractor to carry out these requirements is a material breach of this contract, which L) may result in the termination of this contract or such other remedy as the recipient 06 deems appropriate, which may include, but is not limited to: 1. Withholding monthly progress payments, LO 2. Assessing Sanctions 0 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 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 GENERAL PROVISIONS III-61 Packet Pg. 2192 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 c satisfactory performance of its contract no later than 30 working days from the U receipt of each payment the prime contractor receives from the Monroe County BOCC. 0 E. Retainage - The prime contractor is required to pay all subcontractors for satisfactory performance of their contracts no later than 30 days after the prime contract has received payment from Monroe County, which includes any release of retainage. 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. 150-07 OTHER CONTRACT PROVISIONS U) 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: https://fdotxwp02.dot.state.fl.us/EgualOpportunityOfficeBusinessDirectory/ B. Bidders List. If the recipient's DBE program provides for collecting information for a CU 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" t0 interpreting 49 CFR Section 26 .11 lists various methods by which a recipient can 06 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. LO C. Good Faith Efforts. In accordance with 49 CFR Section 26.51, the recipient must 0 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 GENERAL PROVISIONS III-62 Packet Pg. 2193 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 c) nondiscrimination based on race, color, sex, or national origin in the award or W performance of this contract. All firms qualifying under this solicitation are encouraged to submit bids/proposals. Award of this contract will be conditioned upon c 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 CFR Part 26 (Attachment 1), 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 CFR Sections 26, "How is DBE participation counted toward goals?" or 26.53(g), both of which are included as Attachment 2. 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. c 2) DBE Identification Form within seven days of the preconstruction conference. A 06 separate form should be completed for each DBE firm. 3) DBE Payment Certification Form for each DBE firm that is working as a subcontractor should be submitted with each pay request. Page 1 of these forms LO is due by the 101h of each month and must be signed and notarized both by the 0 contractor and the DBE firm. Page 2 should be submitted when final payment has been made to the DBE firm. E 4) DBE Expenditure Report Form for each DBE firm that is working as a 0 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-63 Packet Pg. 2194 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase ATTACHMENT 1 DISADVANTAGED BUSINESS ENTERPRISE (DBE) UTILIZATION For the FY2020-2022, the Airport has established a triennial race-neutral goal of 23.2% for the utilization of DBEs on all federally funded contracts. 0 The undersigned bidder/ offeror has satisfied the requirements of the bid specification in the U following manner (please check the appropriate space): 0 The bidder/ offeror is committed to a minimum of % DBE utilization on this Contract. The bidder/ offeror (if unable to meet the race-neutral DBE goal) is committed to a minimum of % DBE utilization on this Contract and submits documentation demonstrating good faith efforts. Please refer to 49 CFR Appendix A to Part 26—Guidance Concerning Good Faith Efforts. Name of bidder/ offeror's firm: U) State Registration No. By E Signature Title c� CU 0 U 06 LO 4- 0 E 0 E c� GENERAL PROVISIONS III-64 Packet Pg. 2195 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase ATTACHMENT 2 LETTER OF INTENT c� Name of bidder/ offeror's firm: 0 U U Address: 0 City: State: Zip: Name of DBE firm: Address: City: State: Zip: Telephone: Description of work to be performed by DBE firm: , U) The bidder/ offeror is committed to utilizing the above-named DBE firm for the work described above. The estimated dollar value of this work is $ Affirmation c� CU The above-named DBE firm affirms that it will perform the portion of the Contract for the estimated dollar values as stated above. t0 06 By (Signature) (Title) If the bidder/ offeror does not receive award of the prime contract, any and all LO representations in this Letter of Intent and Affirmation shall be null and void. 0 (Submit this page for each DBE subcontractor and attach copy of FLUCP DBE Certification.) 0 c� GENERAL PROVISIONS III-65 Packet Pg. 2196 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase c� r Key West IDITterna't'iolnall&Florida bees D ar'athi1on Airports DBE Pr'ogr n tj U PRCMIOSEDEMBIE',IUTIIILMATICMMY 0 DISADVANTAGED BUISINIIESS ENTERPRISE MBt)PARTrciPA-nJ N � CL THIS FORM MUSTEIEFULLYCOMPLETIEDFOR EACH P ']PPOSE'E)b DBE CONTRACrM/SLPBCO :ANID,SUBMITTED INO, S L,ATEIII:'7'HAN'7CKAY'SFMIO MTINE'.IPRE'CCIPISTIPRIJCnONCONF'EIPENCE':TOTIHIE':IEPISIMRIEE'RIARCMHIIT'E'CT ILL. PROJECT INAMYIE:: AMIIPORT NAME: � ,P,IP PROJECT INIUMHaMIIERI:,, P'PIIIME CONTRACTOR: ADDRESS::: CONTACT RA E: t% TE',IL/F ,a'EIMAK: DBE GOAL FOG R PROJECT U) DEW"nFII TI FI0F'ISMRE:FIIIRIVS'1TOIP'ARTlC1P��:TEIhI k7gRFl1kSST 11P'IFlp�tidIIICME'.IF�'iH:IEw'�CHI ICIMI'E'.:FIIIL'Raq IIIN1fE'.IW[7WE[7q TM9 PEfkFE3MkR�R II hI :'!Hl(1R;q,CRfE: qp E 1., NAME CT IGISE(FIRM: ESTPR TEIC4 PAR7101P'ATIOIY: dJ ESTR ATEID PERCENTAGEOfTOTALPRCUECT::: Y& a+ "ER VIIIEW Of WORK TO BE PERFORMED: U 0 L) 06 2., NA ME OF ICIISE IFIR M: ESTR ATEICV PARTICIPATION: ESTWATEID PERCENTAGE OF TOTAL PROJECT: % (� OVERMVEEJ'Of WORK TO BE PERFORMED: t19 4- 0 E 6 IF"IROPCGElm ME',LI'TIL11Gv'WT'l0]•'•Rtli FORM IF S,oiP';Y � E GENERAL PROVISIONS III-66 Packet Pg. 2197 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase cW r Key West IIIrRte IRatioRnialI&Flotilla Rays Marathilon Airports D IIIBE Progr L) t3 PROPOSED DBIE,IBRTIIILRZATIONY BRNS,ADVANdTAGECI BUSINIESS ENTERRPRRI E',IDBEI PA T11ICIPATIIO'Nll 0 CIL 3. INAME OF IG1ME(FIRM: ESTIMATED PARTICIPATION:$ � ESTIMATED PIERCE'NTAGE Of TOTAL PROJECT: �S OVERR"rr•IIIEWOf WORKTOERE',PEPFCI'RR.MIED: CIL 4, INAME OF IG1ME(FIRM: ESTIMATED PARTICIPATION:$ ESTIMATED PIERCE'NTAGE Of TOTAL PROJECT: �S OVERR"rr•IIIEWOf WORKTOERE',PEPFCI'RR.MIED: U) E 2 The undersigned certrtifieztlwe intent trf the PrinneCbmtractor to enter into a cont:ract with the DME Contracton'Subcantracbur to... IPrmiide the 2itmm-ir vnerndedwork'wao6swtedvAth this project. � U II of Prime Cia�mtiraetolr � 0 L) natwure I11 I¢e L59 IP'riint,N time amid'Title NOTES: 4- 0 1., THIS FORM 115 DUE rM ILATE',IP:'T'HAIN 7 DAWS FROM THE!PRECONSTRUCrIGN CONFERENCE 2. ICHSTTRIdLMO RIRIGIINAdLAND ONE COPY TO ENGWIEERIARCHIITECT 3., A II IDENnFICATIM FCMRM MUST BE SWRBRNATfTERS FOR ALL PROPOSED II 6 PROPOSED CWEIE',UTILIZATION,FORM IF1mve 2,of P E GENERAL PROVISIONS III-67 Packet Pg. 2198 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 1, Key IIIrMternationlall&Florida Keys Marathioon Airports DIIIBE Program 0 U PROPOSED DKO E',ILRTIIILEZATICTIH U CNSxADVAINTA GEOLI BUISI IIIESS ENTERPRISE', Il3t)PAKrR:IIPA-n]DPMI 0 THIS F4 RIM MUST®EI FULLY COMPLETED FOR.EACH PIRDPOSED DOE!Ed;ENTRACTOIRd15EJl NTR AND SU IITIMEDIRfC, CL LATER THL4.H 3 DAYS FROM THE IP'PECOONSRUCTICOH CONFERENCE TO THE ENGIIIIMEERIAM CHITIECT' � PROJECT INAMiME: AMRP RT'NA.IeME: AMPINUMBER::: PRIME R: CL ADDRESS: CONTACT'NAME: TE',IL/FxtiYVEMaMA L:: Ct13E',GOAL FOR RPROJECTP, % � ffRSW1101MXLWMVSj i'P! IDENTIFICATION IOhi OF DOE'FORMS TO IP'AIRTICMIPATE IN COMAiCT � I'PRiCIN1fiIIC4E'.IP IRi IEihiCH ICiRTE'.FIRM EINTE:NDECP w IMAMMME MTHF IDOE IFIRM: i) a.+ ADDRIESS � CONTACT'NAME: TEIL/Fxti1C,a"EMaMA L:: IMAMtibME GT AGENCY WHERE!CETLTIFRIIED: EXPIRATION DATE"OF DOE CERT111FIICATE: � IS CICPh OF DUE CERTIIIFIICATIE.ATTACHEIT HERETO?' � ESTIMATED PARTICIPATION IN THIS I CONTRACTOR AT'INIT'IAL4''COPIGIIIIMAIL BID I: � 1. WASTIHIISDIRE',CONTRACTORINCLLUDEDIIIMIJIINRr'MBIIIDOFPRIMECCiIMTRACTOR? 0 IF AH WEIR:IHS NO,PRIM M UNTRACTOR MUST PRO MBE SUIESTITUTION LETTER TO EXPLAIN REASONS FOR 06 I GFOTHER MME'1E AMNTRACTOR ANDMR ADDITION OF THE DOE CONTRACTOR. �y 2., ESTIRATE',IC4 PAICTIrJIIP'JY,TR'OIS AT IIIMiITIA!L®dIIC4:$ 3., ESTIMATED PERCENTAGEOF TOTAL PROJECT FOR THIS DOE IR. TOR: MM Z3 4, IpETIMIRLSPEC111F11'CWdCo1N:M'TOIDEPERFOREMI D: LO 4- 0 E IDLE IDENTIFICATION FBI IPasx I or IF 6 E U GENERAL PROVISIONS III-68 Packet Pg. 2199 Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase Key West llinternationiall&Florida Keys Marathioon Airports DIIBE Program 0 U PROPOSED EKBE UTILEZATION U w INSADVANTAGED BUISINIIESS ENTERPRISE fbBt)PAKrrciPA-n0N a 0 ESTIMATED PARTICIPATION ffPYTMHIS!III!!! EC NTRACUTOMRATM 1. IESTIMATE:ID,PAKnUlIPATH'ONATPRE�CONirMUGnONCONF:E:REfiCE:$ CL 2., ESTIMATED KRCENTAGE OF TOTAL PME�CT FOR THaS DBE C04MACTDR: Ili 3. IDETAILSPEa]IFIICVXM:X:TOIRKRFORhMD: U- CL INamie of DOE Contr2etor/Subcontr2cftr SuGn2tuire (gate CV) Priht N2ime 2nid Title w U) The undenigned certifies t:he intent oft:he Pirime Cbmt:mctor to enter into 2 ceintinict with the DBE Ccintmctar/5UbmntMCbUr ta 1p'raviide the;ibmm-referenmd work zsod2rted with this 1p�roject. E INamue of Prime Cofftr;ictor scsn2tuire (gate 0 U Prfint:142me 2rmd Title 06 LSY NOTES,:: Ul) 4- 1. THIS FORM 115 DUE NO ILATE:IR:THAN 7 DAYS FROC M THE PRECONSTRUCTION CONFERENCE 0 2., DISTRIOLMON:GRIGNAL AND ONE COPW TO ENQUEERIARCHITECT 3., A IDISE IDENTIFICATIM FORM MST BE SUISM7TED FOR ALL IP'ROPOMD IDOES E DBE IDENTIFICATION FORMI Fase 2 or 2 2 0 E GENERAL PROVISIONS 111-69 Packet Pg. 2200 Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase Key West llinternationiall&Florida Keys MarathiOon Airports DIIBE Prograim 0 U DBE PAYMENT CEIRTIFICAMON U w INSADVANTAGED BUISINIIESS ENTERPRISE fbBt)mirwipA.-nCIN a 0 THIS 15,TO CERTII Ff THAT '110,u JVVRVMCNP R ECEIIV ED�VAOIZHU�OR(IF11 NALp PROGRESS PMUENT OF: C011"Cill CHIQ ON:: FROU: LL. AM rc� dlffllffl: MMACM:P, FOR LABOR AND MATERIALS USED ON: PROJECT NAME: AIRPORT: CL AMOR7 PROJECT NUMBER: SFGNED BY OFFICLAL OF PRIME CONTRACTOR: PIR11 ME CADN7R&C7OR SI&NA71LIFLE: 717LE: NOTAREED: PER SONALLY K NOWIN TO IME: >- DRIVER'S LICENSE N UIMBElk 07KER 11DEW11 FIICATIION: U) 50MR14 AND SF£SC.RIIBEID BEFOIRE IMIE THIS: IDAYOF 20 E 70TAL IPAII D TO THIS ME THIS MON'7H: 70TAL PRE"OUSLY PAID 70 THIS USE: TOTAL IPAII D TO THIS INBIE TO IDATIE',: SFGNED BY OFFICLAL OF DBE CONTRACTDFLi 0 DBE CO1M7RkC7OR SIGNATURE: U 717LE: 06 NOTAREED: PER SONALLY K NOWIN TO IME: DRIVER'S LICENSE N UIMBElk, 07KER 11DEW11 FIICATIION: Ul) 50MR14 AND SF£SC.RIIBEID BEFOIRE IMIE THIS: IDAYOF 20 4- 0 E FROPOHD 101RE UMUZ.70fi FORIM Rlzr IG,imR Z 2 0 E GENERAL PROVISIONS 111-70 Packet Pg. 2201 Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase Key West llinternationiall&Florida Keys Marathioon Airports DIIBE Prograim 0 U DES',PAYMENT CERT1FIJCA'n0NI U w INSAIDIVANTAGED BUISINIIESS ENTERPRIM fbBt)PAKrrciPA-n0N� a 0 TOTAL OF:ALL PROUESS PATMEINTS: CL RETAINAGIE rAUH-HELD: &MID A'17H-HUD�: ILL. PIRGUIECT SUMMARY FM-. OAK C��MMRACM:P ESTIMATED PARTICV13ATION M' THIS DBE COINTIRAC70R AT INITIAL BID: 1 ESTIMATE D PARTIO PATION,BY THIS DBE CONTRACTOR AT IINI171AI BID: 2 ESTIMATE D PERCENTAGE OF 70TAL PROJECT FOR THIS DIME CONTRACTOR: I% CL z ACTUAL MATICIPAMN BY THIS D&E CON,7RACTUR AT FINAL CON'TRACT CLOSEOUT: 5 ACTUAL PARTICIPATION BY THIS IU&E CON7RACT`01k� 4, A117UAL PERCENTAGE OF FINAL CONTRACT AMOUNT FOR THIS IDBE CON7RACTOK� EX�PLAI N A,NY UfFEIRIENCIES&ETWIEEIN ITEMS 1 5(OVEIRRILIV5 OR UNIDEIRRIUMS ON MIS DBE COPMRACTOR ON THIS PROJEUI� w U) E 2! EX�PLAI N ANY IffFERIENCIES BETWEEN IMAS 2 4(ES711MATEP(INITIAL BID PARTICIPATION IPEIRCEIP AGIE ON'THIS DISE COURACOR VE�RSUS ACTUAL PAR71CIlIPATIOIVPE�RCE�-0'47:AGE IBY THIS DISIE CONTRACMRp: 0 U NOTES, 1 PAGIE 1 OF THIS FORM IS DUE BY THE 10h OF EACH M017K AFTER IDBE STARTS WORIK'WHETHEIR PAYME N7 115 MADE Y 13,11111'Af C0,47RACTO , Ul) 2 13157RIBUTIOIC ORIGINALAND ONE COV11TO ENG,11N EEIR,(ARCH17ECT. 4- 0 5 PAGE I OF THIS FORM 11570 BE PROVIDED UNTIL FINAL PAYINIEN7 HAS SIEEIN MAM TO THIS DIBIECCIVIR,k)C7OR. INCLUDING AITi PAYFAUff OF:ANY RMINAGE. ap 4, 1INCLUDE PAGE 2 OF:THIS FORM ON LY U POIN FINAL IPROGIRIES5 PANIMEW 70 THIS IDBE CONRACTOR. E FROPOHD IDIRE UMUZ.70N FORIM Rlzr 2 ar Z .2 0 E GENERAL PROVISIONS 111-71 Packet Pg. 2202 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 1, Key IllrtternatioJni ull&Florida Keys M arathiO n Airports DIIIBE Prograim 0 U CPIHE EXPENIXTURE REPORT U CNSaADVANTAGERII BWI BPIIIESS ENTERkPRJSE', Bt)PAKrrcIIPATnO'N 0 TFNS FCIEMe9 MUST BE!COWAP'ILETE;R IIN FULL AND SUBMITTED BY THE!PRUI ME COMPMACTOR FOR EACH DBE FIRM I.JSE;D, CL WITH IEACH PAY REEDIEST MADE BY THE IP'RrllrrbhE CiONTRACTDIC (� P'PICRJECT INAAME: AIRPORT NAME: AMP IPROJECT INUMaMBER:::, PRIME R: CL ADDRESS::° DBE', H' a P'RUMME CMrRACMR IPAY REQUEST NUMBER: � TOTAL ESTIMATED DBE CO°H1f1RAO-7 PARTICIPATION FOR THIS DBE C:09MTPACTOR: P'EIIUNTAGE',OF:TOTAL COK lEa'ACT: MJ1 COWM.AiCT ITEM LMIHIIT ITEM'1E � ITEM ING.. DES�#i API ON OF WORK IP'ERIFOR MED,BY IDBE',C G TRAC QUANTITY PRICE A10OUNT � E Cr 0 U 06 L59 IAtt�2dl4 p2ges 2m needed to drt,2l waa�rk performed) TOTAL AMOUNT MIT REMIEMD,BY IDBE'THIS IMIVOICE',IAJ D ITfEIMdI AIMVWaTf : LO 4— TOTAL AMOUNT PIREW1 OUSILY IRfQIJIESTIED I&1I DOE 11FIPCIMaM PICM'OIE IPAY REQUEST: 0 TOTAL AMOUNT RIEMI,UESTED BY DBE'TO DATE`„ dS E ICE IE.➢CIMEHLti•MfiLL/RE',REPORT EYM.pe9 Fase tl,or Y 0 E GENERAL PROVISIONS III-72 Packet Pg. 2203 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 1, Key West llinternationiall&Florida Keys M arathito a Airports DIIIBE PR'N7agraim 0 U DBE EXPENIXTURE(REPORT U I]N5iADVANTAGED BUISINIIESS ENTERPRISE fbBt)mlirriciPATIND'RNI 0 The undersigned certifies that throe DBE',Cbrtmcbw(has suceessiullY crsmrp6eted tlhe;aheiwe-referernmd w rk,asserdate'd with this CL (Project land Further assures tlhat said DU Wrtradmc will be IP�alyd in Iffu!Rq for the amur�uurit indicated above for said seraiciEs. � ILL Ifiammue of Prime Ctr�rttiractor SiGnatuure IMe IP'riht PNanne arnd Title. CL IfJf1E'. mtirn,etimr"s rdlf�ot5ra�e Ilmkcr-mmatiii�mwa�;�, a t% IlNama�eaf'Agencyr YAcreIGMEcenntr'axtorCerti�ffied: Gertifiicate Number: Expiration(date of DU ifcate: E IRlam iie of DOE'Contlr2etor n� SiG!12WIre date U IP'riimt PNarane arnd Title � sue. 0 U L59 4- 1., THIS FORM 115 DUE WITH EACH PAY REQUE5 r 0 2., IDISTRIlRLfT'IW3wIfi GRIGf.'INAL AND DNEt dEPWTOENQUEERIAIRCIHIITi'ECT E ICE IE.tCIFEMIItiflfiWRE',REF"DIET EYR.pe9 IP' e 2,or Y 0 E GENERAL PROVISIONS III-73 Packet Pg. 2204 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 1, Key West IIIrOternatio1niall&Florida Keys MarathIIon Airports DIIIBE RMrograim 0 t3 F AL IHEPCO'Wr—LITIILIIZ,T Ca'F D7' ES L) INSADVANTAGED BUI INIESa ED>aTERPRISE',fbEI PAwrrciP.A-n0'N 0 THIS:FORM MUST BE!FULLY COMPLETED FOR EACH DEE C011MACrORMBICONMACTOR THAT IPASIT'IEIPATED,IIIH'TF E CL CL CONTRACT AND,SIUIMMrMTfITEIS WITH FIIIHAJL,PAY IPEUEST IFORIP'PIIIMdIE',COMI'TIR',A,ITORI: PROJECT IHAIME: Jd RP RT NAME: Jd.IP PROJECT IHILIM>IITEPPo:::: PRIME R: � ADDRESS: CL CONTACT'NAME: TEIL/FItiIC,a"EIlaIA L:: DIISE',GCIAAL FOR PROPIIEICwTI:: SS IF au 101DICxINIMMI t% IDENTIFICATION OF ACTUAL,D'ISE PEIDFd9IkMILrd<MICE PPROVIDE FOR EACH[SIRE FIRM THAT PARTIQP.�TEiq ID�d CCh••••P�TT CT1::: °� 1. IHAMsIE ITF IGIBE IFIRMID: IB1 ACTUAL PA1'ITICIPrRT1q M: ACTUAL PERCENTAGE',OFTT.T ALP OJIIECT:: 'SS CMERVIIIEW Of WORKIPEIPrOIPMsiE;DS: 2., IHAMoIE CRf ICIBE IFIRMII:: cy ACTUAL PASITICIPrRMM: ACTUAL PERCENTAGE',COFTTT ALPIG0MCT:: S� � 0 OVERWHEW Of WORK IPEIPH ORMED3: f) 06 L59 3., IN1N,ME ITF ICEIE IFIRMII: ACTUAL PASITICIPAT1K1dDI: ACTUAL PERCENTAGE OFTTITALPIGORCT: 9& OVERVIIIEW Of WORK PERFORMED: E IPiRCPOSED DE'E',UTILIZATION,PDRM Pap:I of Y 6 E GENERAL PROVISIONS III-74 Packet Pg. 2205 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 1, Kam+West IIIrOternatiolni ull&Florida Keys MEarathio n Airports DIIIBE RMrograim 0 t3 FUNAL IREPOOLT—LITILIZATHM OF D]BES L) INSaAD VANITAGED BIIISINIIESS EDNTERPRIISIE',ME)P'ARTKciPATIONI 0 4,, INANr1IE If IgEIE IFIRDA: ACTUAL PAPTICIPATON: ACTUAL PiERCENTAGE',OF TOTAL PROJECT:: Ne"IERIIIEOIIq'19f ARK IPEIP:TIP:NIEI7: 'SOlIIr71i1WA,.RM'dTIF JAeCTAIAL Iq®E NJTIIL TNCYBI D�C4It.IPid'CUJE�CIf::: °� ACTUAL PARTIC�IPATKYN:: ACTUAL PERCENTAGE',Of TOTAL PROJECT:: � PRCIWIM EXPLANATION IMF ANM DIFFERIENCM FROM IERDIPRCOPMCSEIq DBE UTILIZATION::: t% IWr AUI a:oOor. ,zotrtams rrrsDMo IB1 Thw undersigned certifies thn'i�s IFliinaA Report on the LNtili'satY'a�e anf Dbi�zadMarrtagead B�w�wriilmesz ErvterlP�ris s for t:hnis puinjert,. n INam iue of Pri rnie Comtlr2ctor Siznatwure IDme IP'riimt:Name arnd Title 0 L) (NOTES: 06 1., THIS FORM 115 IIJUIF WITH FINAL PAY REQUEST FOR IP'IPIIIINIE CONTRACTOR � 2., DISTRIBUTION:ORIG4INA1 AND ONE CM TO ENGBNIIEE:RARCHIIT'E;CT 3. THE Q'afilz SHOWN ON THIS FORM SHOULD BT THE SAMEASTIH�OS�E GRIGMALLYILII�MID,U1NLESSANAVITHORIZIECI Z3 SILPIDSTITLITION WAS-ALLOWED,CNDTIHIE,CWONTRACTGORUSEIgDUMORE',DS sANgADbICITIONAL,gZEs"vAWERE':ADDE[)q., (� 4, THIE DOLLAR AMOUNT'SHIJLIILIq,REFLECT ANY CHA GESIIdIJ'aDE',IIINIP'ILs'A,NNEDIq"fA RKD3V9•••MEBYTIHEDB�E'.. 5., THE CONTRACTOR SHOULD E;XPIANN IIN WRITING WHY THE INAMES OF THE SUBCONTRACTORS THIS WORK ITEM6 OR 4— DOLLAR FIIGLME5,A�RE 011IFIFIERENT FROM WHAT WAS �GINALI-V SHKYWiN OhN THE IDmE',BIDDER INF�oRmATIoN 0 SUBMITTED WITH THE PR11ME CONTRACTOR'S IIINITI.AL,,rd3'MINAL BID TOIDtiMOONROE COUNTY ANIDAM THE COMPLETED T— 'IPROPOSED1gIIEUTILDZA.TIONIFORA'1"AND'DBEIDEINTIFICATICONF1ORM.' B, ANY WRITTEN EI1P�L IYIATIONSHOULD,BEATTACHED7,TOTHOISFORIAMPRIOR'70SIUBMITTAL_ E IFRCFOSED DEE',UTILIZATION FORM IMF:2 of T 6 E 6� GENERAL PROVISIONS III-75 Packet Pg. 2206 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase SECTION 160 CONSTRUCTION CONTRACT CLAUSES AIRPORT IMPROVEMENT PROGRAM c� 160-01 LABOR PROVISIONS 0 A. DAVIS BACON REQUIREMENTS - Each Sponsor entering into a Construction U Contract over Two Thousand Dollars ($2,000.00) for an Airport Development project is required to insert in the Contract the following provisions from 29 CFR 5.5. Each c 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 regulations issued 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 equivalents 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 laborers or mechanics, subject to the provisions of subparagraph a.(4) below; also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, 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 CU and fringe benefits on the wage determination for the classification of Work actually performed, without regard to skill, except as provided in paragraph d. 0 of this clause. Laborers or mechanics performing work in more than one U 06 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 LO and wage rates conformed under A. 1) (b.) 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 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: GENERAL PROVISIONS III-76 Packet Pg. 2207 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase • The Work to be performed by the classification requested is not performed by a classification in the wage determination; and • 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 U wage determination. U (i i) If the Contractor and the laborers and mechanics to be employed in the c 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, Employment Standards Administration, U.S. Department of Labor, Washington, D.C. 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within thirty (30) days of receipt and so advise the contracting officer or will notify the Contracting Officer within the thirty (30) day period that additional time is necessary. (Approved by the Office of Management and Budget under OMB control number 1215-0140.) (i i i) 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 thirty (30) days of receipt and so advise or notify the Contracting Officer within the thirty CU (30) day period that additional time is necessary. (Approved by the Office of Management and Budget under OMB control number 1215- t0 0140.) 06 0 (iv) The wage rate (including fringe benefits where appropriate) determined pursuant to subparagraphs A. 1) (b.) (ii.) or (iii.) of this paragraph, shall be paid to all workers performing work in the classification under this LO Contract from the first day on which work is performed in the classification. 0 (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 0 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 GENERAL PROVISIONS III-77 Packet Pg. 2208 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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. (Approved by the Office of Management and Budget under OMB control number 1215-0140.) 2) Withholding. The Federal Aviation Administration (FAA) shall upon its own action or upon written request of an authorized representative of the Department U of Labor withhold or cause to be withheld from the Contractor under this Contract W or any other Federal Contract with the same prime contractor, or any other 0 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 work, all or part of the wages required by the Contract, the FAA 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 until such violations have ceased. 3) Payrolls and Basic Records. (a) 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 (3) 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 section 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 CU has found under a(4) of this clause that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits U under a plan or program described in section 1(b)(2)(B) of the Davis-Bacon 06 Act, the Contractor shall maintain records which 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 LO to the laborers or mechanics affected, and records which show the costs anticipated or the actual costs incurred in providing such benefits. c 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 6 trainees, and the ratios and wage rates prescribed in the applicable programs. (Approved by the Office of Management and Budget under OMB control number 1215-0140 and 1215-0017.) c� (b) (i) The Contractor shall submit weekly, for each week in which any contract work is performed, a copy of all payrolls to the Applicant, GENERAL PROVISIONS III-78 Packet Pg. 2209 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase Sponsor, or Owner, as the case may be, for transmission to the FAA. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under paragraph c(1) above. This information may be submitted in any form desired. Optional Form WH- 347 is available for this purpose and may be purchased from the Superintendent of Documents (Federal Stock Number 029-005-00014- 1), U.S. Government Printing Office, Washington, D.C. 20402. The c prime Contractor is responsible for the submission of copies of payrolls U by all subcontractors. (Approved by the Office of Management and Budget under OMB control number 1215-0149.) 0 (ii) 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 maintained under paragraph c.(1) above 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; U) • 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. (i i i) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement CU for submission of the "Statement of Compliance" required by paragraph c.(2)(b) of this section. U 06 (iv) 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. LO 4- (c) The Contractor or subcontractor shall make the records required under — paragraph A. 3) (a.) of this section available for inspection, copying or transcription by authorized representatives of the FAA 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, CU 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. GENERAL PROVISIONS III-79 Packet Pg. 2210 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 4) Apprentices and Trainees (a) 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, Bureau of Apprenticeship and Training, or with a State Apprenticeship Agency recognized by the bureau, or if a person is employed U in his or her first ninety (90) days of probationary employment as an W apprentice in such as apprenticeship program, who is not individually registered in the program, but who has been certified by the Bureau of c Apprenticeship and Training 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 W ratios and wage rates (expressed in percentages of the journeyman's hourly U) 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 t0 applicable classification. If the Administrator determines that a different 06 practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Bureau of Apprenticeship and Training, or a State Apprenticeship Agency recognized by the Bureau, withdraws approval of an apprenticeship program, the Contractor LO will no longer be permitted to utilize apprentices at less than the applicable 0 predetermined rate for the Work performed until an acceptable program is approved. E (b) Trainees. Except as provided in 29 CFR 5.16, trainees will not be permitted 0 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 that 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 GENERAL PROVISIONS III-80 Packet Pg. 2211 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 in the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the c U corresponding journeyman wage rate on the wage determination which U 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 0 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 utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (c) 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. U) 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 paragraphs a through j of this Contract and such other clauses as the FAA 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 U any subcontractor or lower tier subcontractor with all the Contract clauses in 29 06 CFR 5.5. 7) Contract Termination: Debarment. A breach of the Contract clauses in 29 CFR 5.5 may be grounds for termination of the Contract, and for the debarment as a LO Contractor and a subcontractor as provided in 29 CFR 5.12. 0 It- 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. 6 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 of their representatives. GENERAL PROVISIONS III-81 Packet Pg. 2212 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 c for award of a Government contract by virtue of section 3(a) of the Davis- U Bacon Act or 29 CFR 5.12(a)(1). (c) The penalty for making false statements is prescribed in Criminal Code, 18 c U.S.C. 1001. B. The following clauses in paragraphs 1), 2), 3), 4)., and 5). below, required by the Contract Work Hours and Safety Standards Act, will also be inserted in full in AIP Construction contracts in excess of Two Thousand Dollars ($2,000.00) in addition to the clauses required by 29 CFR 5.5 (a) or 4.6 of Part 4 of Title 29. As used in the following, the term "laborers" and "mechanics" include 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 in any work week in which he or she is employed on such work to work in excess of forty (40) hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half (1'/2) times the basic rate >_ of pay for all hours worked in excess of forty (40) hours in such work week. U) 2) Violation; Liability for Unpaid Wages; Liquidated Damages. In the event of any violation of the clause set forth in paragraph a. above, the Contractor or any E subcontractor responsible therefore 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 t0 paragraph a. above, in the sum of ten dollars ($10.00) for each calendar day on 06 which such individual was required or permitted to work in excess of the standard workweek of forty (40) hours without payment of the overtime wages required by E the clause set forth in paragraph a. above. 3) Withholding for Unpaid Wages and Liquidated Damages. The FAA shallLO upon its own action or upon written request of an authorized representative of the c It- Department of Labor withhold or cause to be withheld, from any monies 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 0 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 b. above. 4) Subcontracts. The Contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraphs a. through d. and also a clause requiring the GENERAL PROVISIONS III-82 Packet Pg. 2213 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 a. through d. 5) Working Conditions. No contractor or subcontractor may require any laborer and mechanic employed in the performance of any contract to work in surroundings or under working conditions that are unsanitary, hazardous or dangerous to his health or safety as determined under Construction Safety and U Health Standards (29 CFR Part 1926) issued by the Department of Labor. W C. Veterans Preference. In the employment of labor (excluding executive, 0 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 U.S.C. 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. 160-02 EQUAL EMPLOYMENT OPPORTUNITY REQUIREMENTS A. Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246, as amended). 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: U 06 (i) Black (all persons having origins in any of the black African racial groups not of Hispanic origin); (ii) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or LO South American or other Spanish culture or origin regardless of race); - It- (i i i) 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 0 (iv) 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 GENERAL PROVISIONS III-83 Packet Pg. 2214 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase subcontract in excess of$10,000 (Ten Thousand Dollars) 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. c� 3) If the Contractor is participating (pursuant to 41 CFR 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 U area (including goals and timetables) shall be in accordance with that plan for W those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of c 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 p of these Specifications. The goals set forth in the solicitation from which this Contract resulted are expressed as percentages of the local 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 U) 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 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 U union with whom the Contractor has a collective bargaining agreement to refer 06 either minorities or women shall excuse the Contractor's obligations under these Specifications, Executive Order 11246, as amended, or the regulations promulgated pursuant thereto. LO 6) In order for the nonworking training hours of apprentices and trainees to be 0 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 EEO. 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: GENERAL PROVISIONS III-84 Packet Pg. 2215 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase (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 c U female individuals working at such sites or in such facilities. U (b) Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment c sources and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organization's 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, a 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 therefore 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 includes minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs CU funded or approved by the Department of Labor. The Contractor shall provide t0 notice of these programs to the sources complied under 7b above. 06 (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 LO manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all c 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 0 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 as superintendents, general foremen, etc., prior to the initiation of construction work on any job site. A written record shall be made GENERAL PROVISIONS III-85 Packet Pg. 2216 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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. U U (i) Direct its recruitment efforts, both oral and written, to minority, female, and community organizations, to schools with minority and female students; and 0 to minority and female recruitment and training organizations serving the Contractor's recruitment area and 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 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. t0 (n) Ensure that all facilities and company activities are non-segregated except 06 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 LO from minority and female construction contractors and suppliers, including - circulation of solicitations to minority and female contractor associations and other business associations. E (p) Conduct a review, at least annually, of all supervisors, adherence to and 0 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 p). The efforts of a contractor association, joint contractor-union, contractor-community, or other similar groups of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations under 7a through p of GENERAL PROVISIONS III-86 Packet Pg. 2217 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 work force 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 c comply, however, is the Contractor's and failure of such a group to fulfill an U 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 c established. The Contractor, however, is required to provide EEO 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 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, 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, as >_ amended. U) 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 OFCCP. 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 U implement specific affirmative action steps, at least as extensive as those 06 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 LO implementing regulations, or these Specifications, the Director shall proceed in accordance with 41 CFR 60-4.8. c 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 number, 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 GENERAL PROVISIONS III-87 Packet Pg. 2218 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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). U U B. Contractor Contractual Requirements. During the performance of this Contract, the Contractor, for itself, its assignees and successors in interest (hereinafter 0 referred to as the "Contractor") agrees as follows: 1) COMPLIANCE WITH REGULATIONS. The Contractor shall comply with the Regulations relative to nondiscrimination in federally assisted programs of the Department of Transportation (hereinafter, "DOT") Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time (hereinafter referred to as the Regulations), 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, shall not discriminate on the grounds of race, color, or national origin in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The Contractor shall not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regulations, including employment practices when the Contract W covers a program set forth in Appendix 3 of the regulations. U) 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 shall be notified by the Contractor of the Contractor's obligation under this Contract and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin. 4) INFORMATION AND REPORTS. The Contractor shall provide all information U 06 and reports required by the Regulations or Directives issued pursuant thereto and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the Sponsor or the FAA to be pertinent to ascertain compliance with such regulations, orders, and LO instructions. Where any information required of a Contractor is in the exclusive 0 possession of another who fails or refuses to furnish this information, the Contractor shall so certify to the Sponsor or the FAA, as appropriate, and shall set forth what efforts it has made to obtain the information. 5) SANCTIONS FOR NONCOMPLIANCE. In the event of the Contractor's noncompliance with the nondiscrimination provisions of this Contract, the sponsor shall impose such Contract sanctions as it or the FAA 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 GENERAL PROVISIONS III-88 Packet Pg. 2219 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase (b) Cancellation, termination, or suspension of the Contract, in whole or in part. 6) INCORPORATION OF PROVISIONS. The Contractor shall include the provisions of Paragraphs 1. through 5. in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations or directives issued pursuant thereto. The Contractor shall take such action with respect to any subcontract or procurement as the Sponsor or the FAA may direct as a means of enforcing such provisions including sanctions for U noncompliance. Provided, however, that in the event a Contractor becomes W involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the Contractor may request the Sponsor to enter into c such litigation to protect the interests of the Sponsor and, in addition, the Contractor may request the United States to enter into such litigation to protect the interests of the United States. C. Equal Employment OpportunitV Clause. 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, 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, 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, or national origin. 3) The Contractor will send, to each labor union or representative of workers with U which he has a collective bargaining agreement or other contract or 06 understanding, a notice to be provided advising that said labor union or workers' representatives of the Contractor's commitments under this section and shall post copies of the notice in conspicuous places available to employees and LO applicants for employment. 0 4) The Contractor will comply with all provisions of Executive Order 11246, as amended, of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. 5) The Contractor will furnish all information and reports required by Executive Order 11246, as amended, of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the FAA and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations and orders. 6) In the event of the Contractor's noncompliance with the nondiscrimination GENERAL PROVISIONS III-89 Packet Pg. 2220 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase clauses of this Contract or with any of the said 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 or federally-assisted construction contracts in accordance with procedures authorized in Executive Order 11246, as amended, of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246, as amended, of September 24, 1965, or by rule, c regulation, or order of the Secretary of Labor, or as otherwise provided by law. U 7) The Contractor will include the portion of the sentence immediately preceding paragraph 1. and the provisions of Paragraph 1. through 7. in every subcontract c or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246, as amended, of September 24, 1965, so that such provisions will be binding upon iz each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the FAA may direct as a means of enforcing such provisions, including sanctions for noncompliance; provided, however, that in the event a Contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the FAA, the Contractor may request the United States to enter into such litigation to protect the interests of the United States. D. Notice to be Posted. The "Equal Employment Opportunity is the Law" poster is to be posted by the Contractor in a conspicuous place available to employees and applicants for employment as required by paragraphs 1. and 3. of the EEO clause. W Copies of this poster will be furnished to contractors at the Pre-Construction U) Conference. E. Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246, as Amended). 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 U percentage terms for the Contractor's aggregate work force in each trade on all 06 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 % LO 0 These goals are applicable to all 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 60-4 shall be based on its implementation of the Equal Opportunity Clause, specifications set forth in 41 CFR 60-40.3(a), and its efforts to meet the GENERAL PROVISIONS III-90 Packet Pg. 2221 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 minority 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 c the goals will be measured against the total work hours performed. U 3) The Contractor shall provide written notification to the Director, OFCCP, within ten (10) working days of award of any construction subcontract in excess of c $10,000 (Ten Thousand Dollars) at any tier of construction work under the Contract resulting from this solicitation. The notification shall list the name, address, telephone number of the subcontractor; employer identification number iz of the subcontractor, estimated dollar amount of the subcontracts; 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 in Key West, Monroe County, State of Florida. F. Required Reports. , 1) Monthly Employment Utilization Reports (SF 257). This Report is to be prepared on Form CC 257 (Rev. 9-78) and sent to the Area Office, Federal Contract Compliance Program (OFCCP) that serves the geographical area in which this project is located. The Report is due by the fifth day of each month after work has commenced. The Contractor will be advised further regarding this Report including the address of the OFCCP Area Office, at the Pre-Construction E Conference. ,E 2) Annual EEO-1 Report. Contractors/subcontractors working on Federally- assisted airport construction projects are required to file with the sponsorCU annually, on or before March 31, complete and accurate reports on Standard Form 100 (Employee Information Report, EEO-1). The first such report is 0 required within thirty (30) days after award unless the Contractor/subcontractor U 06 has submitted such a report within twelve (12) months preceding the date of award (the FAA or Department of Labor, OFCCP can designate other intervals). E This form is normally furnished based on a mailing list, but can be obtained from the Equal Employment Opportunity Commission (EEOC) - Survey Division, 2401 LO E. St., NW, Washington, D.C. 20507 or by calling (703) 756-6020. This report is required if a Contractor or subcontractor meets all of the following conditions: (a) Nonexempt. Contractors/subcontractors are not exempt based on 41 CFR 60-1.5, 0 (b) Number of Employees. Has fifty (50) or more employees, E (c) Contractor/Subcontractor. Is a prime contractor or first tier subcontractor, and, (d) Dollar Level. There is a contract, subcontract, or purchase order amounting to $50,000 (Fifty Thousand Dollars) or more or serves as a depository of GENERAL PROVISIONS III-91 Packet Pg. 2222 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase government funds in any amount, or is a financial institution which is an issuing and paying agent for U.S. Savings Bonds and Savings Notes. Some subcontractors below the first tier who work at the site are required to file if they meet the requirements of 41 CFR 60-1.7. c� 3) Records. The FAA or Department of Labor OFCCP may require a Contractor to keep employment or other records and to furnish, in the form requested within reasonable limits, such information as necessary. U U G. Requirement for Certification of Non-Segregated Facilities. 0 1) Notice to Prospective Federally-Assisted Construction Contractors. (a) Certification of Non-Segregated Facilities must be submitted prior to the award of a federally assisted construction contract exceeding $10,000 (Ten Thousand Dollars) which is not exempt from the provisions of the equal opportunity clause. (b) Contractors receiving federally-assisted construction contract awards exceeding $10,000 (Ten Thousand Dollars) which are not exempt from the provisions of the Equal Opportunity Clause will be required to provide for the forwarding of the following notice to prospective subcontractors for supplies and construction contracts where the subcontracts exceed $10,000 (Ten Thousand Dollars) and are not exempt from the provisions of the Equal Opportunity Clause. 2) Notice to Prospective Subcontractors of Requirement for Certification of Non-segregated Facilities. (a) A Certificate of Non-Segregated Facilities must be submitted prior to the award of subcontract exceeding $10,000 (Ten Thousand Dollars) which is not exempt from the provisions of the Equal Opportunity Clause. (b) Contractors receiving federally-assisted construction contract awards exceeding $10,000 (Ten Thousand Dollars) which are not exempt from the provisions of the Equal Opportunity Clause will be required to provide for the forwarding of the following notice to prospective subcontractors for supplied U and construction contracts where the subcontracts exceed $10,000 (Ten 06 Thousand Dollars) and are not exempt from the provisions of the Equal Opportunity Clause. LO 4- 0 0 E c� GENERAL PROVISIONS III-92 Packet Pg. 2223 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase NOTE TO THE CONTRACTOR: This Certification is not required here if completed, signed and furnished to the Owner with the Proposal. Certification of Non-Segregated Facilities c� The Construction Contractor certifies that he does not maintain or provide, for his employees segregated facilities at any of his establishments and that he does not permit his employees to U perform their services at any location, under his control where segregated facilities are U maintained. The Construction Contractor further certifies that he will not maintain or provide, for his employees segregated facilities at any of his establishments and that he will not permit his 0 employees to perform their services at any location, under his control where segregated facilities are maintained. The 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, timeclocks, locker rooms and other storage and dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directives or are in fact segregated on the basis of race, color, religion, or national origin because of habit, local customs, or any other reason. The Construction Contractor agrees that (except where he has obtained identical certifications from proposed subcontractors for specific time periods) he will obtain identical certifications from proposed subcontractors prior to the award of subcontracts , exceeding $10,000 (Ten Thousand Dollars) which are not exempt from the provisions of the Equal Opportunity Clause and that he will retain such certifications in his files. U) ,E Signature of Contractor Title c� CU 0 U 160-03 MISCELLANEOUS CONTRACT PROVISIONS 06 A. Airport Improvement Program Project (AIP). The Work in this Contract is included E in AIP Project No. 3-12-0037-To be Determined-2022 which is being undertaken and accomplished by the Sponsor in accordance with the terms and conditions of a LO 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), 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 OWNER to any proposed assignment of any interest in or part of this Contract. C. Veterans Preference. In the employment of labor (excluding executive, GENERAL PROVISIONS III-93 Packet Pg. 2224 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 U.S.C. 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. c U D. FAA Inspection and Review. The Contractor shall allow any authorized W representative of the FAA to inspect and review any work or materials used in the performance of this Contract. c E. Foreign Trade Restrictions. The Contractor or subcontractors, by submission of an offer and/or execution of a Contract, certifies that it: 1) is not owned or controlled by one or more citizens or nationals of a foreign country included in the list of countries that discriminates against U.S. firms 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 Contractor that is a citizen or national of a foreign country on said list, or is owned or controlled directly or indirectly by one or more citizens or nationals of a foreign country on said list. 3) has not procured any product nor subcontracted for the supply of any product for use on the Project that is produced in a foreign country on said list. 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 a contractor or subcontractor who is unable to certify to the above. If the Contractor knowingly procures or subcontracts for the supply of any product or service of a foreign country on the said list for use on the Project, the FAA may direct, through the Sponsor, cancellation of the Contract at no cost to the Government. Further, the Contractor agrees that, if awarded a Contract resulting from this U solicitation, it will incorporate this provision for certification without modification in 06 each Contract and in all lower tier subcontracts. The Contractor may rely upon the certification of a prospective subcontractor unless it has knowledge that the certification is erroneous. LO The Contractor shall provide immediate written notice to the Sponsor if the Contractor learns that its certification or that of a subcontractor was erroneous when submitted or has become erroneous by reason of changed circumstances. The subcontractor agrees to provide immediate written notice to the Contractor, if at any time, it learns that its certification was erroneous by reason of changed > circumstances. This certification is a material representation of fact upon which reliance was placed when making the award. If it is later determined that the Contractor or subcontractor knowingly rendered an erroneous certification, the FAA may direct, through the Sponsor, cancellation of the Contract or subcontract for default at no cost to the Government. GENERAL PROVISIONS III-94 Packet Pg. 2225 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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. 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 U render the maker subject to prosecution under Title 18, United States Code, Section W 1001. 0 F. Subcontracts. The Contractor shall ensure in each of his subcontracts the provisions contained in Paragraphs A., C., and D. 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. G. Clean Air Act (42 U.S.C. 7401-7671q.) and the Federal Water Pollution Control Act (33 U.S.C. 1251-1387) 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. 7401-7671q.) and the Federal Water Pollution Control Act (33 U.S.C. 1251-1387), as amended—applies to Contracts and W subgrants of amounts in excess of$150,000. U) STANDARD CLAUSE FOR SOLICITATIONS, CONTRACTS, AND SUBCONTRACTS REQUIRED FOR 49 CFR PART 29 H. Certification Regarding Debarment, Suspension, Ineligibility, and Voluntary Exclusion: CU 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 U for debarment, declared ineligible, or voluntarily excluded from participation in this 06 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 LO Bidder/Offeror/Contractor or any lower tier participant is unable to certify to this statement, it shall attach an explanation to this solicitation/proposal. I. Copeland Anti-Kickback Act Contractor must comply with the requirements of the Copeland "Anti-Kickback" Act 0 (18 U.S.C. 874 and 40 U.S.C. 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 CU 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-95 Packet Pg. 2226 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase J. Breach of 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 I Consultant] written notice that describes the nature c of the breach and corrective actions the [Contractor I Consultant] must undertake in U 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 0 Owner elects to terminate the Contract. The Owner's notice will identify a specific date by which the [Contractor I Consultant] must correct the breach. Owner may proceed with termination of the Contract if the [Contractor I Consultant] 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. K. Title VI Solicitation Notice: Monroe County, in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252, 42 U.S.C. §§ 2000d to 2000d-4) and the Regulations, hereby notifies all bidders that it will affirmatively ensure that any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded >- full and fair opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. L. Compliance with Nondiscrimination Requirements 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: CU Compliance with Regulations: The Contractor (hereinafter includes consultants) will comply with the Title VI List of Pertinent Nondiscrimination Acts and Authorities, as t0 they may be amended from time to time, which are herein incorporated by reference 06 and made a part of this Contract. Non-discrimination: The Contractor, with regard to the Work performed by it during the Contract, will not discriminate on the grounds of race, color, or national origin in the selection and retention of subcontractors, including procurements of materials LO and leases of equipment. The Contractor will not participate directly or indirectly in c T- 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. 0 Solicitations for Subcontracts, Including Procurements 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. GENERAL PROVISIONS III-96 Packet Pg. 2227 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 c Contractor will so certify to the sponsor or the Federal Aviation Administration, as U appropriate, and will set forth what efforts it has made to obtain the information. 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: Withholding payments to the Contractor under the Contract until the Contractor complies; and/or Cancelling, terminating, or suspending a contract, in whole or in part. 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. W Provided, that if the Contractor becomes involved in, or is threatened with litigation U) 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. M. General Civil Rights Provisions The Contractor agrees to comply with pertinent statutes, Executive Orders and such CU rules as are promulgated to ensure that no person shall, on the grounds of race, t0 creed, color, national origin, sex, age, or disability be excluded from participating in 06 any activity conducted with or benefiting from Federal assistance. This provision binds the Contractor and sub-tier contractors from the bid solicitation period through the completion of the Contract. This provision is in addition to that required of Title VI of the Civil Rights Act of 1964. LO 0 N. 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 0 with the following non-discrimination statutes and authorities; including but not limited to: E • Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq., 78 stat. 252), (prohibits discrimination on the basis of race, color, national origin); GENERAL PROVISIONS III-97 Packet Pg. 2228 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase • 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 U.S.C. § 4601), (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or U Federal-aid programs and projects); U • Section 504 of the Rehabilitation Act of 1973, (29 U.S.C. § 794 et seq.), as c amended, (prohibits discrimination on the basis of disability); and 49 CFR part 27; • The Age Discrimination Act of 1975, as amended, (42 U.S.C. § 6101 et seq.), (prohibits discrimination on the basis of age); • Airport and Airway Improvement Act of 1982, (49 USC § 471, Section 47123), as amended, (prohibits discrimination based on race, creed, color, national origin, or sex); • The Civil Rights Restoration Act of 1987, (PL 100-209), (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); E • Titles II and III of the Americans with Disabilities Act of 1990, which prohibit E 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 (42 U.S.C. §§ 12131 — 12189) as implemented by Department of Transportation regulations at 49 CFR parts 37 and 38; t0 • The Federal Aviation Administration's Non-discrimination statute (49 U.S.C. § 06 47123) (prohibits discrimination on the basis of race, color, national origin, E and sex); • Executive Order 12898, Federal Actions to Address Environmental Justice inLO Minority Populations and Low-Income Populations, which ensures non- c discrimination against minority populations by discouraging programs, E 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. at 74087 to 74100); GENERAL PROVISIONS III-98 Packet Pg. 2229 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase • Title IX of the Education Amendments of 1972, as amended, which prohibits you from discriminating because of sex in education programs or activities (20 U.S.C. 1681 et seq). O. Contract Work Hours And Safety Standards Act (40 U.S.C. 3701-3708). Where applicable, which includes all FEMA grant and cooperative agreement programs, all contracts awarded by the COUNTY in excess of $100,000 that involve U the employment of mechanics or laborers must comply with 40 U.S.C.§§ 3702 and U 3704, as supplemented by Department of Labor regulations (29 CFR Part 5). Under 40 U.S.C. §3702 of the Act, each contractor must compute the wages of every mechanic and laborer on the basis of a standard work week of 40 hours. Work in excess of the standard work week is permissible provided that the worker is compensated at a rate of not less than one and a half times the basic rate of pay for all hours worked in excess of 40 hours in the work week. The requirements of 40 U.S.C. 3704 are applicable to construction work and provide that no laborer or mechanic must be required to work in surroundings or under working conditions which are unsanitary, hazardous or dangerous. These requirements do not apply to the purchases of supplies or materials or articles ordinarily available on the open market, or contracts for transportation or transmission of intelligence. P. Debarment and Suspension (Executive Orders 12549 and 12689) A contract award (see 2 CFR 180.220) must not be made to parties listed on the governmentwide exclusions in the System for Award Management (SAM), in >_ accordance with the OMB guidelines at 2 CFR 180 that implement Executive Orders 12549 (3 CFR part 1986 Comp., p. 189) and 12689 (3 CFR part 1989 Comp., p. U) 235), "Debarment and Suspension." SAM Exclusions contains the names of parties debarred, suspended, or otherwise excluded by agencies, as well as parties declared ineligible under statutory or regulatory authority other than Executive Order 12549. Q. Distracted 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 U While Driving" (12/30/2009), the FAA encourages recipients of Federal grant funds to 06 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 sub-grant. LO In support of this initiative, the Sponsor 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 $3,500 and involve driving a motor vehicle in performance of work activities associated with the project. R. 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. GENERAL PROVISIONS III-99 Packet Pg. 2230 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 6201 et seq). S. Federal Fair Labor Standards Act (Federal Minimum Wage) 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, and child labor standards for full and c part time workers. U 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 c this requirement directly with the U.S. Department of Labor — Wage and Hour Division T. Byrd Anti-Lobbying Amendment (31 U.S.C. 1352) Contractors that apply or bid for an award exceeding $100,000 must file the required certification. Each tier certifies to the tier above that it will not and has 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 any other award covered by 31 U.S.C. 1352. Each tier must also disclose any lobbying with non-Federal funds that takes place in connection with obtaining any Federal award. Such disclosures are forwarded from tier to tier up to the non-Federal award. U. Occupational Safety and Health Act of 1970 U) 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. Contractor must provide a work environment that is free from recognized hazards that may cause death or serious physical harm to the employee. The Contractor 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 (20 CFR Part 1910). Contractor must address any claims or disputes that pertain to a referenced requirement directly with the U.S. U Department of Labor—Occupational Safety and Health Administration. 06 V. COMPLIANCE WITH PROCUREMENT OF RECOVERED MATERIALS AS SET FORTH IN E 2 CFR§200.322. CONTRACTOR must comply with section 6002 of the Solid Waste disposal Act, as LO amended, by the Resource Conservation and Recovery Act. The requirements of 0 It- Section 6002 include procuring only items designated in guidelines of the Environmental Protection Agency (EPA) at 40 CFR part 247 that contain the highest percentage of recovered materials practicable, consistent with maintaining a 0 satisfactory level of competition, where the purchase price of the item exceeds .. $10,000 or the value of the quantity acquired during the preceding fiscal year exceeded $10,000; procuring solid waste management services in a manner that maximizes energy and resource recovery; and establishing an affirmative procurement program for procurement of recovered materials identified in the EPA guidelines. GENERAL PROVISIONS III-100 Packet Pg. 2231 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase W. Termination of Contract 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: c) c, 1. Contractor must immediately discontinue work as specified in the written notice. 0 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: a. completed and acceptable work executed in accordance with the contract documents prior to the effective date of termination; b. 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; c. reasonable and substantiated claims, costs and damages incurred in c6 settlement of terminated contracts with Subcontractors and Suppliers; and d. reasonable and substantiated expenses to the contractor directly attributable to Owner's termination action LO 4- 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 0 remedies provided by law or under this Contract. Termination for Default: Section 80-09 of FAA Advisory Circular 150/5370-10 establishes conditions, rights and remedies associated with Owner termination of this Contract due to default of the Contractor. GENERAL PROVISIONS III-101 Packet Pg. 2232 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase X. Rights To Inventions Made Under A Contract Or Agreement If the Federal award meets the definition of "funding agreement" under 37 CFR §401.2 (a) and the recipient or subrecipient wishes to enter into a contract with a small business firm or nonprofit organization regarding the substitution of parties, assignment or performance of experimental, developmental, or research work under that "funding agreement," the recipient or subrecipient must comply with the t0 requirements of 37 CFR Part 401, "Rights to Inventions Made by Nonprofit U Organizations and Small Business Firms Under Government Grants, Contracts and Cooperative Agreements," and any implementing regulations issued by the awarding agency. Y. 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. Z. Prohibition On Equipment And Services U) Prohibition on certain telecommunications and video surveillance services or equipment as set forth in 2 CFR § 200.216. Recipients and subrecipients and their contractors and subcontractors may not obligate or expend any federal funds to (1) Procure or obtain; (2) Extend or renew a contract to procure or obtain; or (3) Enter into a contract (or extend or renew a contract) to procure or obtain equipment, services, or systems that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as c U part of any system. As described in Public Law 115-232, section 889, covered 06 telecommunications equipment is telecommunications equipment produced by Huawei Technologies Company or ZTE Corporation (or any subsidiary or affiliate of such entities). LO 4- (i) For the purpose of public safety, security of government facilities, physical c T- security surveillance of critical infrastructure, and other national security purposes, video surveillance and telecommunications equipment produced by Hytera Communications Corporation, Hangzhou Hikvision Digital Technology Company, or > Dahua Technology Company (or any subsidiary or affiliate of such entities). (ii) Telecommunications or video surveillance services provided by such entities or using such equipment. (iii) Telecommunications or video surveillance equipment or services produced or provided by an entity that the Secretary of Defense, in consultation with the Director GENERAL PROVISIONS III-102 Packet Pg. 2233 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase of the National Intelligence or the Director of the Federal Bureau of Investigation, reasonably believes to be an entity owned or controlled by, or otherwise connected to, the government of a covered foreign country c� AA. Domestic Preference Domestic preference for procurements as set forth in 2 CFR §200.322 The t0 COUNTY and CONTRACTOR should, to the great extent practicable, provide a U preference for the purchase, acquisition, or use of goods, products, or materials 0 produced in the United States (including but not limited to iron, aluminum, steel, cement, and other manufactured products). These requirements of this section must be included in all subawards including contracts and purchase orders for work or products under federal award. For purposes of this section: (1) "Produced in the United States" means, for iron and steel products, that all manufacturing processes, from the initial melting stage through the application of coatings, occurred in the United States. (2) "Manufactured products" means items and construction materials composed in whole or in part of non-ferrous metals such as aluminum; plastics and polymer- based products such as polyvinyl chloride pipe; aggregates such as concrete; , glass, including optical fiber; and lumber. BB. Contracting With Small And Minority Businesses, Women's Business Enterprises, And Labor Surplus Area Firm a. If the CONTRACTOR, with the funds authorized by this Agreement, seeks to subcontract goods or services, then, in accordance with 2 C.F.R. §200.321, the CONTRACTOR shall take the following affirmative steps to assure that minority businesses, women's business enterprises, and labor surplus area firms are used whenever possible. b. Affirmative steps must include: c6 (1) Placing qualified small and minority businesses and women's business enterprises on solicitation lists; LO (2) Assuring that small and minority businesses, and women's business enterprises are solicited whenever they are potential sources; (3) Dividing total requirements, when economically feasible, into smaller tasks or E quantities to permit maximum participation by small and minority businesses, and 0 women's business enterprises; (4) Establishing delivery schedules, where the requirement permits, which encourage participation by small and minority businesses, and women's business enterprises; ° GENERAL PROVISIONS III-103 Packet Pg. 2234 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase (5) Using the services and assistance, as appropriate, of such organizations as the Small Business Administration and the Minority Business Development Agency of the Department of Commerce. 6 (6) Requiring the Prime contractor, if subcontractor are to be let, to take the affirmative steps listed in paragraph (1) through (5) of this section. 0 c, c, END OF SECTION 160 0 M U) ,E c� 0 U 06 LO 4- 0 E 0 E c� GENERAL PROVISIONS III-104 Packet Pg. 2235 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase SECTION 170 BUY AMERICAN PREFERENCE The Contractor agrees to comply with 49 USC § 50101, which provides that Federal funds may not be obligated unless all steel and manufactured goods used in AIP-funded projects are produced in the United States, unless the FAA has issued a waiver for the product; the product c) is listed as an Excepted Article, Material Or Supply in Federal Acquisition Regulation subpart L) 25.108; or is included in the FAA Nationwide Buy American Waivers Issued list. 0 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. U) ,E c� CU 0 c, 06 LO 4- 0 T- 0 E 0 E c� GENERAL PROVISIONS III-105 Packet Pg. 2236 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase CERTIFICATE OF BUY AMERICAN COMPLIANCE FOR MANUFACTURED PRODUCTS 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 by selecting one on the following certification statements. U These statements are mutually exclusive. Bidder must select one or the other (not both) by W inserting a checkmark (✓) or the letter'X". 0 ❑ Bidder or offeror hereby certifies that it will comply with 49 USC § 50101 by: a) Only installing steel and manufactured products produced in the United States, or; en b) Installing manufactured products for which the FAA has issued a waiver as indicated by inclusion on the current FAA Nationwide Buy American Waivers Issued listing, or; c) 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 Owner evidence that documents the source and origin of the steel and manufactured product. 2. To faithfully comply with providing US domestic product 3. To furnish US 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% Buy American Preferences of 49 USC § 50101(a) but may qualify for either a Type 3 or Type 4 waiver CU under 49 USC § 50101(b). By selecting this certification statement, the apparent bidder or offeror with the apparent low bid agrees: U 06 1. To the submit to the Owner within 15 calendar days of the bid opening, a formal waiver request and required documentation that support the type of waiver being requested. 2. That failure to submit the required documentation within the specified LO 4- timeframe is cause for a non-responsive determination may result in rejection c of the proposal. 3. To faithfully comply with providing US 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. c� GENERAL PROVISIONS III-106 Packet Pg. 2237 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase Required Documentation Type 3 Waiver - The cost of the item components and subcomponents produced in the United States is more that 60% of the cost of all components and subcomponents of the "item". The required documentation for a type 3 waiver is: a) Listing of all product components and subcomponents that are not comprised of 100% US domestic content (Excludes products listed on the FAA Nationwide Buy American c U Waivers Issued listing and products excluded by Federal Acquisition Regulation U Subpart 25.108; products of unknown origin must be considered as non-domestic products in their entirety). 0 b) Cost of non-domestic components and subcomponents, excluding labor costs associated with final assembly at place of manufacture. c) 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 — Total cost of project using US domestic source product exceeds the total project cost using non-domestic product by 25%. The required documentation for a type 4 of waiver is: a) Detailed cost information for total project using US domestic product b) Detailed cost information for total project using non-domestic product 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. E Date Signature c� Company Name Title 0 U 06 END OF SECTION 170 LO 4- 0 E 0 E c� GENERAL PROVISIONS III-107 Packet Pg. 2238 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase SECTION 180 CERTIFICATION OF OFFERER/BIDDER REGARDING TAX DELINQUENCY AND FELONY CONVICTIONS c� The Sponsor must ensure that no funding goes to any contractor who: c) • Has been convicted of a Federal felony within the last 24 months; or W • Has any outstanding tax liability for which all judicial and administrative remedies have 0 lapsed or been exhausted. Contract Types —This provision applies to all contracts funded in whole or part with AIP. Use of Provision — The following language is acceptable to the FAA and meets the intent of this requirement. If the sponsor uses different language, the sponsor's language must fully satisfy the requirements of DOT Order 4200.6. A bidder or offeror must complete and submit the Tax Delinquency and Felony Conviction certification included herein with their bid or offer. The Sponsor will reject as nonresponsive any bid or offer that does not include a completed Certificate of Buy American Compliance. U) ,E c� 0 c, 06 LO 4- 0 T- 0 E 0 E c� GENERAL PROVISIONS III-108 Packet Pg. 2239 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase CERTIFICATION OF OFFERER/BIDDER REGARDING TAX DELINQUENCY AND FELONY CONVICTIONS Certifications c� 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 U remedies have been exhausted or have lapsed, and that is not being paid in a timely U manner pursuant to an agreement with the authority responsible for collecting the tax liability. c 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. .3 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. t0 06 Date Signature LO 4- Company Name Title c 2 0 END OF SECTION 180 E c� GENERAL PROVISIONS III-109 Packet Pg. 2240 Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase SECTION 190 FAA BUY AMERICAN REQUIREMENTS — KWBTS FINAL PHASE— MATERIAL CONTENT BREAKDOWN 0 L) -CONFIDENTIAL- L) NUT SMECT TO DISCLOSURE UNDER EXEMPTION#4 OF THE FREEDOM OF INFORMAT14 N1 ACT UJ a FAA Bully Amefican IFtegUiIrements KWBTS Final Phase 0 Material Content Breakd J=Gwn CL Airport Sponsor: manime,County Board of County Commissioners Date, Airport Key West International Airpcwt LL Project Descriptior Key West Noise IlInsulation P�rogrami JNIPJ-Key West by the Sea Finall Phase PTOJeCt Material Stlructuire dist(Bill o�f Miateriats) z I I I jimini-SplitHYAC 2 1 ERR 3 2 ERR Controls 4 2 mini PUMPS 5 2 Fbat switch 6 2 Refrigerant Lines UJ 7 2 HYACIBrackets U) a: 2 Eliectricall Panels g, 2 circuit Breakers E dt In, 2 conduit,Vjire.,Et[.. 11 IL WAdows 12 IL slidiing Pz6o Doors, 13 IL Entry Doors, 14 2 DiPfWall,Met9l,Stuoro, Etc. 15 2 paint 0 U 16 2 wood 7rimi 06 SUBTUTAL $0.00 T07AL MATERIAL COST $0.00 T07AL MATERIAL COST—JUS ORIGIN $0.00 00 T07AL MATERIAL COST—JUS ORIGIN #DIVY01! LO 4— The lundersignedl certifie3 thal this irrfunTnafion is true and accurate to tlhe best of their kiwwledlge. 0 A.fakse certification represents a viab6on of LO U.S.C.§mol and 49,Ul.S.0 R4712)6. Signatory Ihais the burden IprGal'to establish coinpliance. E .2 Signature: 0 INainw, Thle: E page i of I END OF SECTION 190 GENERAL PROVISIONS 111-110 Packet Pg. 2241 J.3.c 0 u u w a 0 U- en z DIVISION IV U) SPECIAL PROVISIONS E 0 u 06 Lo 4- 0 E .2 0 E .a u Packet 'Pg. 2242 DIVISION IV SPECIAL PROVISIONS SP-1 - PROJECT GENERAL REQUIREMENTS...................................................................IV-1 SP-2 - NOTICE TO PROCEED, CONSTRUCTION PHASING AND WORK SEQUENCING...................................................................... IV-18 0 u u SP-3 - CONTRACT TIME AND LIQUIDATED DAMAGES.................................................. IV-1 9 w a 0 SP-4— Not Used ................................................................................................................ IV-21 SP-5 - RESIDENT PROJECT REPRESENTATIVE............................................................. IV-22 u- SP-6 - SAFETY AND SECURITY REQUIREMENTS........................................................... IV-23 SP-7 - LIST OF DRAWINGS ............................................................................................... IV-25 z SP-8 -TEMPORARY FACILITIES....................................................................................... IV-26 SP-9— Not Used................................................................................................................. IV-30 SP-10 - PRECEDENCE OF DOCUMENTS ......................................................................... IV-31 SP-1 1 - FINAL PAY REQUESTS AND RELATED FORMS................................................. IV-32 U) SP-12 - PRIME BIDDER'S DRUG TESTING AND CRIMINAL BACKGROUND E REQUIREMENTS ............................................................................. IV-33 2 .3 SP-1 3— DEFICIENCY POINTS........................................................................................... IV-36 0 u 06 LO 4- 0 E .2 0 E .a u SPECIAL PROVISIONS Packet Pg. 2243 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase SPECIAL PROVISION NO. 1 PROJECT GENERAL REQUIREMENTS c� 1. WORK LOCATION. The work will be performed at: 0 U Key West by the Sea Condominiums U Building A, B & C 2601 S. Roosevelt Blvd. 0 Key West, FL 33040 2. SCOPE OF WORK. The project consists of building construction and replacement work necessary to improve the noise insulation of condominium units at Key West by the Sea Condominium (KWBTS) in Key West, Florida. This Bid Package describes and specifies work which may include window replacement, exterior prime door replacement; sliding glass patio door replacement, removal and infill of "through-wall" portable air conditioning units, addition of ductless AC system, addition of Energy Recovery Ventilator (ERV) unit and all work related to the installation of the ductless air conditioners and ERV to include electrical panel modifications, cutting and repair of gypsum ceilings, construction of wall pilasters to house required ducts and lines W and required finishing work to include stucco repair and painting. U) Given the presence of asbestos in the existing caulking, stucco, gypsum board and ceiling, the KWBTS work will also require asbestos abatement at all surfaces disturbed to include window/door openings, wall infilling, walls and ceilings. 3. WORK PHASING AND SEQUENCING. Work phasing and sequencing requirements are stipulated in Special Provision No. 2 included hereinafter. CU 4. TIME OF COMPLETION AND LIQUIDATED DAMAGES. Work included in this Contract U shall be completed within the contract time, in calendar days, stipulated in Special 06 Provision No. 3. 5. PLANS. The Plans included in this Contract are listed in Special Provision No. 7. LO 4- 6. PROGRAM MANAGER c A. IDENTIFICATION OF THE PROGRAM MANAGER 6 1) The Program Manager is referred to throughout the Contract Documents as if > singular in number. a) Wherever the term "Program Manager' appears throughout the Contract Documents, it shall mean Project Manager, Construction Managers, Asbestos Consultant, Architect, or Engineer. ' 2) In case of termination of employment of the Program Manager, the Sponsor shall appoint a Program Manager against whom the Contractor makes no reasonable SPECIAL PROVISIONS IV-1 Packet Pg. 2244 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase objection and whose status under the Contract Documents shall be that of the former Program Manager. B. PROGRAM MANAGER'S ADMINISTRATION OF THE CONTRACT c� 1) The Program Manager will provide administration of the Contract as described in the Contract Documents and will be the Sponsor's representative: (1) during 0 construction, (2) until final payment is due and (3) with the Sponsor's U concurrence, from time to time during the correction period. During the W construction process, the Program Manager representatives will be comprised c of construction managers, project manager, architect. mechanical / electrical engineer, and asbestos consultant. The Sponsor representatives will be comprised of the Airport Noise Program Coordinator and other 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 Program Manager will advise and consult with the Sponsor. The Program Manager will have authority to act on behalf of the Sponsor. 2) The 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 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 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 Program Manager will not be responsible for the Contractor's failure to carry out the Work in accordance with the Contract Documents. The Program Manager will not have control over E 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 c U provided in the Contract Documents or when direct communications have been 06 specially authorized, the Sponsor and Contractor shall endeavor to communicate 0 through the 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. LO 4- 5) Based on the Program Manager's observations and evaluations of the Contractor's Applications for Payment, the Program Manager will review and certify the amounts due the Contractor and will issue Certificates for Payment in such amounts. > 6) The Program Manager or Sponsor will have authority to reject Work which does not conform to the Contract Documents. Whenever Program Manager or Sponsor considers it necessary or advisable for implementation of the intent of the Contract Documents, the 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 Program Manager or Sponsor nor a decision made in good faith either to SPECIAL PROVISIONS IV-2 Packet Pg. 2245 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase exercise or not to exercise such authority shall give rise to a duty or responsibility of the Program Manager or Sponsor to the Contractor, Subcontractors, material and equipment suppliers, their agents or employees, or other persons performing portions of the Work. c� 7) The 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 U information given and the design concept expressed in the Contract Documents W and only to the extent which the Program Manager or Sponsor believes desirable to protect the Sponsor's interest. The Program Manager's action will be taken with reasonable promptness, while allowing sufficient time in the 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 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 Program Manager's review of the Contractor's submittals shall not relieve the Contractor of the obligations. The Program Manager's review shall not constitute approval of safety precautions or, of any construction means, methods, techniques, sequences or procedures. The Program Manager's approval of a specific item shall not indicate approval of an >- assembly of which the item is a component. U) 8) The Program Manager will prepare Change Orders and Construction Change Directives and may authorize minor changes in the Work. 9) The 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. U 06 10) If the Sponsor and Program Manager agree, the Program Manager will provide one or more project representatives to assist in carrying out the 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 LO be incorporated in the Contract Documents. If no such exhibit has been 0 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 Program Manager will interpret and decide matters concerning performance under and requirements of the Contract Documents on written request of the Contractor.The Program Manager's response to such requests will be made with reasonable promptness and within any time limits agreed upon. The Program Manager may, as the 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 SPECIAL PROVISIONS IV-3 Packet Pg. 2246 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 Program Manager will be consistent with the intent of and reasonably inferable from the Contract Documents and will be in U writing or in the form of drawings. When making such interpretations and W decisions, the Program Manager will endeavor to secure faithful performance by both Sponsor and Contractor, will not show partiality to either, and will not be c liable for results of interpretations or decisions so rendered in good faith. 13) The Program Manager's decisions on matters relating to aesthetic effect will be E final if consistent with the intent expressed in the Contract Documents. 14) Public Necessity and Welfare: When required by public necessity or welfare, the 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 PROGRAM MANAGER 1) The Program Manager shall decide any and all questions which may arise as to the quality and acceptability of material furnished, Work performed and the U) 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 E 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. CU 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 U Specification,the Program Manager shall determine the matter at issue and shall 06 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. LO 3) The Program Manager shall have the right, as the Work progresses, to alter the - plans or the specified coordination of two or more concurrent Contracts. 0 4) The 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 SPECIAL PROVISIONS IV-4 Packet Pg. 2247 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase Work Order"will be considered as unauthorized and as having been done at the expense of the Contractor. The Program Manager will issue a "Resumption of Work Order' when, in its opinion, the conditions that justified the suspension no longer exist. c� 5) The 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 Program Manager pursuant to this Section, where U additional cost is involved, shall be subject to review and approval by the W Sponsor before becoming effective. 0 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 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 Program Manager in writing. Submission of Bid by the Contractor shall be held as an acceptance of the existing conditions by the Contractor. c� 9. SAFETY AND PROTECTION. 0 A. General Project Safety: In as much as each work area will be accessible to and used U 06 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 LO 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 0 vehicles (automobiles, trucks, etc.) shall be protected with drop cloths, shielding and . 4i. other appropriate measures to ensure maximum protection of all property and vehicles. c� 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 SPECIAL PROVISIONS IV-5 Packet Pg. 2248 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 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 c procedure, to obtain the end result within the full purpose and intent of the Drawings and U Specifications for the Project. 0 11. COORDINATION AND PROGRESS MEETINGS CL A. General: The 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 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 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 Program Manager will record results of the meeting and distribute copies to 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- E time Project Management Team consisting of a Project Superintendent and other supervisory personnel 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 CU 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 U when work is in progress. This person shall have full authority to act on the Contractor's 06 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. LO 4- 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 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 Program Manager as soon as possible when such events are E known. B. Submit special reports directly to the Sponsor within one day of occurrence. Submit a copy of the report to the Program Manager and other entities that are affected by the occurrence within one day of the occurrence. SPECIAL PROVISIONS IV-6 Packet Pg. 2249 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 14. SCHEDULE OF WORK. A. Prepare and submit, in triplicate, for the Program Manager's information, progress schedules for the Work. 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. U C. Progress schedules shall be updated monthly. W D. Percent complete shall be based on actual construction in place or dollar volume of 0 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 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. 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 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 Program Manager, print and distribute the Progress Schedule to entities with a need-to-know responsibility, including three (3) copies to the Program Manager. Post in temporary office space. Revise at intervals matching payment requests, and redistribute and repost. Provide copies required with payment requests. CU 16. MAINTENANCE OF SCHEDULE. The Contractor's Progress Schedule must be updated U on a weekly basis, and a copy thereof submitted with each of the Contractor's Applications 06 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 Program Manager will not recommend for payment, by the Sponsor, an Application for Payment without the Contractor's submission of a Monthly Schedule Update. LO 0 A. If the Contractor's Monthly Schedule Update reflects, or the 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 SPECIAL PROVISIONS IV-7 Packet Pg. 2250 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase with the Monthly Schedule Update his 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 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 U Time. W C. Should a review of work indicate a critical path (milestone) item has fallen behind the 0 approved schedule; at the option of the 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. 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 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. U) 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 Program Manager with such documentation relating thereto as the 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 0 extensions of time shall be granted for materials known to be damaged or missing U 06 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 E Contractor shall notify the Program Manager as soon as the damaged or missing products are noticed. The Contractor shall request an extension of the construction LO schedule if there is a documented delay: - T- 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 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. SPECIAL PROVISIONS IV-8 Packet Pg. 2251 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase The Time of Completion shall be extended for such reasonable time as the 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 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 Program Manager's discretion. c U Contractor agrees that neither it nor its Subcontractors shall have any claim for W damages against the Sponsor or its agents arising from delays in the Work. Contractor understands that its sole remedy is an extension of time. c 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 E 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 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 U) 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 E 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. U 06 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 E representative of the Contractor. E. Notification: On days when construction traffic is expected to be extra heavy or when LO oversized pieces of equipment are to be delivered, give minimum forty-eight (48) c hours' notice to the Program Manager. F. Personnel Traffic: 0 1) General: All construction personnel shall be restricted to construction areas. They shall wear shirts with sleeves and long pants at all times. E 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 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-9 Packet Pg. 2252 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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. c� B. The Contractor shall be responsible for clean-up and trash removal. Accumulation of trash and debris will not be allowed and the Program Manager may at any time direct 0 the Contractor to immediately remove his/her trash and debris from the site of the U Work when in the opinion of the Program Manager such trash constitutes a nuisance W or in any way hinders the Work. If the Contractor should fail to remove his/her trash c and debris from the site of the Work in a timely manner, the 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. Provide complete protection to building at designated areas where lift activity will occur, including protection to building elevation, railings and walkway. 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 W means which will ensure that none of the Work, whether completed or in progress, will U) 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 U 06 5) Light 6) Puncture 7) AbrasionLO 0 8) Heavy Traffic 9) Soiling 10) Combustion > 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 SPECIAL PROVISIONS IV-10 Packet Pg. 2253 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 c U Contractor's operations shall be immediately repaired. Repaired surfaces and U materials shall match existing adjacent undamaged surfaces and materials. Repair work shall be coordinated with the Program Manager with regard to time 0 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 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, kitchens and bathrooms. In addition, the Contractor will be required to ensure that all furniture that >_ was wrapped during the construction period is clean and free from dust. 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 CU to conservation of energy, water and materials. In addition, maximum consideration shall be given to salvaging materials and equipment involved in performance of the t0 Work but not incorporated therein. Refer to other sections for required disposition of 06 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 LO testing laboratory selected and responsible to the Program Manager shall perform all - "acceptance" testing required by the Technical Specifications or as directed by the Sponsor and/or the Program Manager. 2 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 Program Manager that specification requirements are satisfied. The Contractor shall pay for the 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, SPECIAL PROVISIONS IV-11 Packet Pg. 2254 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase the Contractor shall pay the cost of all testing deemed necessary by the 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, c equipment, structures and related items included in all Shop Drawings and other U Submittals as required by the Technical Specifications to be submitted and approved by the Program Manager prior to construction. 0 24. PROJECT DOCUMENTATION. A. Project Drawings: The successful Contractor will be furnished, at no charge, three (3) copies of Drawings and Specifications. Additional copies may be purchased at actual cost of reproduction. 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 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 Program Manager. Changes and deviations from the existing conditions shall be submitted in writing for approval by the Program Manager prior to installation. In no case shall any unspecified equipment or materials be installed without prior approval by the Program Manager. CU B. Record Documents: 0 1) Definition: Record copies are defined to include those documents or copies U 06 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 the way in which shown and specified by the original Contract Documents; and LO 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 Program Manager. Show all changes orwork added on these Record Drawings in a contrasting color. SPECIAL PROVISIONS IV-12 Packet Pg. 2255 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase (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 c distinguish between changes for different categories of work at the same U general location. Mark-up important additional information which was either shown schematically or omitted from original drawings. Give particular 0 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 E 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 Program Manager. The Program Manager will then proceed with preparation of a full set of corrected Contract Drawings. The Program U) 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 Program Manager. 3) Copies, Distribution: Upon completion of Record Drawings, the Program Manager shall prepare blue-line or black-line prints of each drawing, regardless of whether changes and additional information were recorded thereon. The CU 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 U prints maintained during the Construction Period shall be bound in the same 06 manner. The Program Manager will retain one set. At the completion of the Project, the Program Manager shall submit one set of prints, with changes noted thereon, to the Sponsor. Record Drawings shall contain the names, addresses LO and phone numbers of the General Contractor and the major sub-contractors. 0 4) The 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 SPECIAL PROVISIONS IV-13 Packet Pg. 2256 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 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 c) containing original text affected by variation. W D. Record Product Data c CL 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 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 CU different dates. The time variation, if any, shall be applicable to other provisions of this section. c c) 06 F. Prerequisites to Substantial Completion 1) Prior to requesting the Program Manager's inspection for Certification of Substantial Completion, for either the entire Work or portions thereof, complete LO the following and list known exceptions in request: 0 T_ (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 6 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. SPECIAL PROVISIONS IV-14 Packet Pg. 2257 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase (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 Program Manager. c U (h) Complete start-up testing of systems. Discontinue, or change over and U remove from project site, temporary facilities and services, along with construction tools and facilities, mock-ups, barricades and similar c elements. 2) Inspection Procedures: Upon receipt of the Contractor's request, the Program Manager will proceed with inspection or advise the Contractor of prerequisites not fulfilled. Following initial inspection, the 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 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: (a) Submit certified copy of the 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 Program Manager. (b) Complete final cleaning requirements, including touch-up of marred U CU surfaces. (c) Touch-up and otherwise repair and restore marred exposed finishes. U 2) Re-inspection Procedures: Following Substantial Completion, the Contractor 06 shall correct or remedy all Punchlist items to the satisfaction of the 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. LO Upon completion of re-inspection, the 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. 6 H. Prerequisites to Final Payment > 1) Final Payment: Final Payment will be made after final acceptance of the project by the 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. SPECIAL PROVISIONS IV-15 Packet Pg. 2258 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 U lien. This authorization to make a direct payment is not an W acknowledgement or waiver by the Sponsor that an unpaid Subcontractor or material man may seek payment from the Sponsor rather than from the c Public Construction Bond Surety as required by Sect. 255.05, F.S. (c) Furnish Contractor's Affidavit of Debts and Claims (2 copies). E (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, maintenance agreements, final certifications and similar documents. (g) Furnish a signed guarantee, in a form acceptable to the Program Manager , and Owner agreeing to repair or replace as decided by the 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 U) 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. 0 (k) Certify that all Social Security, Unemployment and all other taxes (city, U 06 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. LO 4- 0 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 Program Manager's reference during normal working hours. 1) Record Drawings: The Program Manager shall organize record drawing sheets into manageable sets, bind with durable paper cover sheets, and print suitable SPECIAL PROVISIONS IV-16 Packet Pg. 2259 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase titles, dates and other identification on cover of each set. 2) Record Specifications: Upon completion of mark-up, submit to the Program Manager for the Sponsor's records. 3) Record Product Data: Upon completion of mark-up, submit a complete set to the Program Manager for the Sponsor's records. 0 4) Record Sample Submittal: Comply with the Program Manager's instructions for c, packaging, identification, marking, and delivery to the Sponsor's sample storage c) space. 0 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 Program Manager for the Sponsor's records. 6) Maintenance Manuals: Complete, place in order, properly identify and submit to the 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 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 E and operations in relation with applicable warranties, agreements to maintain bonds, and similar continuing commitments. Permit Program Manager to video tape operating and maintenance instructions. CU c� 25. FINAL CLEANING. A. The Contractor shall keep the premises free from accumulation of construction waste U materials or dust and debris caused by Contractor's operations on a daily basis and 06 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. LO B. Removal of Protection: Remove temporary protection devices and facilities which were 0 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 0 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-17 Packet Pg. 2260 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase SPECIAL PROVISION NO. 2 NOTICE TO PROCEED, CONSTRUCTION PHASING AND WORK SEQUENCING c� NOTICE TO PROCEED 0 U 1. NOTICE TO PROCEED - PERMITS U A Notice to Proceed - Permits will be issued within five (5)days after award of contract. At 0 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 Program Manager for review and approval. D. The Contractor shall submit a detailed construction schedule to the 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. U) F. Prepare his staging area and establish staging and parking areas. G. Mobilize equipment, materials and supplies in Contractor's staging area. No men, equipment, materials or supplies will be allowed outside the staging area during this time unless otherwise authorized by the Program Manager. 2. NOTICE TO PROCEED - CONSTRUCTION c, 06 The Contractor shall submit an updated construction progress schedule to the 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. LO 4- After the Program Manager has approved the updated schedule and has confirmed that c 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-18 Packet Pg. 2261 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase SPECIAL PROVISION NO. 3 CONTRACT TIME AND LIQUIDATED DAMAGES CONTRACT TIME 0 CONTRACT U NOTICE TO U PROCEED DESCRIPTION TIME TO COMPLETE c This notice shall allow the Contractor to obtain any necessary construction permits required to accomplish the Work. Also, during this time, the 118 Calendar NOTICE TO Contractor shall order and deliver PROCEED - materials, equipment and supplies Days PERMITS needed to complete the Work. No on- site construction activities shall be , accomplished. U) NOTICE TO Noise Insulation Improvements 140 Calendar PROCEED - Construction. Days CONSTRUCTION CU 0 U 06 258 Calendar TOTAL CONTRACT TIME: Days LO 4- 0 0 E c� SPECIAL PROVISIONS IV-19 Packet Pg. 2262 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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. 0 NOTICE TO PROCEED LIQUIDATED DAMAGES U c, 0 If the Contractor fails to achieve approval of all required Notice to Proceed Submittals by the Program Manager and have a minimum of Permits two (2) weeks of products delivered for start of construction "LL L 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 condominium, the Contractor shall pay the Sponsor the sum of Notice to Proceed $1000,00 per day, thereafter for each and every calendar day of unexcused delay in achieving Final Completion beyond the >- Construction 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. c� 0 U 06 LO 4- 0 0 E c� SPECIAL PROVISIONS IV-20 Packet Pg. 2263 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase SPECIAL PROVISION NO. 4 Not Used 0 U U 0 ,E c� 0 U 06 4- 0 E 0 E c� SPECIAL PROVISIONS IV-21 Packet Pg. 2264 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase SPECIAL PROVISION NO. 5 RESIDENT PROJECT REPRESENTATIVE 1. ON-SITE OBSERVATION. The Project Observation for this Contract shall be performed by the Program Manager or his duly authorized representative. 0 U 2. DUTIES OF THE PROGRAM MANAGER. The Program Manager's duties and U responsibilities are to: A. Monitor performance of the Contractor; require correction of work that does not meet c Plans and Specifications; and report serious problems to the 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. U) 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. c� K. Recommend to the Sponsor when a Change Order or Supplemental Agreement is CU required. 0 U 06 LO 4- 0 0 E c� SPECIAL PROVISIONS IV-22 Packet Pg. 2265 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase SPECIAL PROVISION NO. 6 SAFETY AND SECURITY REQUIREMENTS 1. GENERAL INTENT. The Contractor shall comply with all security requirements specified herein. The Contractor shall designate in writing the name of his Contractor Security Officer (CSO). The CSO shall represent the Contractor on the security requirements of U the Contract. U 2. CONSTRUCTION SECURITY COMMITTEE. The committee shall be established by the 0 Contractor concurrent with the life of this Contract to monitor, coordinate and adopt new security procedures relating to this Contract. Meeting shall be scheduled by the Contractor. Committee membership shall include the CSO, the Contractor and such other personnel as the Contractor may designate. 3. CONTRACTOR PERSONNEL SECURITY ORIENTATION. The CSO shall be responsible for briefing all contractor personnel on these requirements and, from time to time, other security provisions adopted by the Construction Security Committee. All new contractor employees shall be briefed on these requirements prior to working in the construction area. 4. ACCESS TO THE SITE. Contractor's access to the Project Site shall be as shown on the Plans. No other access points shall be allowed unless approved by the Program Manager. All contractor traffic authorized to enter the Project Site shall be operated by personnel W experienced in the route or guided by contractor personnel. The Contractor shall be U) responsible for traffic control to and from the various construction areas. The Contractor shall be responsible for immediate clean-up of any debris deposited along any route resulting from his/her construction traffic. Directional signing at the access point and along the delivery route to the storage area or work sites shall be as directed by the Program Manager. c� 5. MATERIALS DELIVERY TO THE SITE. All Contractor's material deliveries to the Project CU Site shall enter the Site only at designated gates and such deliveries shall be escorted to t0 the construction site by experienced contractor personnel. 06 6. IDENTIFICATION - VEHICLES. The Contractor shall establish and maintain a list of contractor and sub-contractor vehicles authorized to operate on the Project Site. Vehicle permits shall be assigned in a manner to assure positive control of all vehicles at all times. LO Each vehicle shall display a large company sign on both sides of vehicles. The number of 0 company vehicles will be determined by the KWBTS Board prior to the start of construction. The CSO shall maintain a current list of companies authorized to enter and conduct work on the Project Site. Employee personal vehicles shall be parked only in designated areas. These vehicles shall not enter the Site at any time. All vehicles and > equipment entering the job site shall display the company's logo and/or name. c� SPECIAL PROVISIONS IV-23 Packet Pg. 2266 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 7. IDENTIFICATION - PERSONNEL. Security badges shall be issued to the Contractor by the Program Manager for use during the Project. Persons requiring photo-security badges include the 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 Program Manager reserves the right to remove any worker who does not display a photo-identification badge at all U times on the Project Site. All personnel shall wear their badges on the outermost portion W 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 c 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 Program Manager on a daily basis. The temporary badges shall be returned to the 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 Program Manager. A$250.00 fee will be assessed for each temporary badge not returned to the Program Manager. Payment will be due prior to the Program Manager releasing additional badges. Failure to return badges of terminated employees within one week or >- notify the 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. 8. CONSTRUCTION AREA LIMITS. The limits of construction, material storage areas, equipment storage areas, parking areas and other areas defined as required for the Contractor's exclusive use during construction shall be marked. The Contractor shall erect and maintain around the perimeter of these areas suitable fencing, marking, and/or warning devices visible for day/night use. U 9. CONTRACTOR SHALL MAINTAIN SECURITY AT ALL TIMES DURING 06 CONSTRUCTION. 10. PAYMENT. No separate payment for the above security requirements shall be made. All costs necessary to cover these items and services shall be included as part of other bid LO items quoted in the Bid Proposal. c 0 E c� SPECIAL PROVISIONS IV-24 Packet Pg. 2267 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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: c U U 0 Refer to Construction Drawings Volume 4 of 5 00 ,E c� CU 0 U 06 LO 4- 0 E 0 E c� SPECIAL PROVISIONS IV-25 Packet Pg. 2268 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase SPECIAL PROVISION NO. 8 TEMPORARY FACILITIES 1. GENERAL DEFINITIONS A. This section specifies certain minimum temporary facilities to be provided regardless 0 of methods and means selected for performance of the Work but not by way of U limitation and not assured for compliance with governing regulations. Use of alternate W temporary facilities may be permitted subject to the Program Manager's approval and c 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 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. Dust Control: Adequate measures shall be taken to prevent the transfer of dust to other areas of the Key West By the Sea complex. E. 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. F. Fire Protection: In addition to temporary water service for construction, provide fire extinguishers of types and sizes recommended by NFPA or any other governing authority or agency. G. Provide Type A extinguishers in field offices and for similar exposures, Type ABC in construction areas. Locate extinguishers near each entrance. Prohibit smoking except in marked, non-hazardous areas. Smoking in existing premises is prohibited. H. Environmental Protection: Review exposure to possible environmental problems with CU the Program Manager. Establish procedures and discipline among tradesmen and provide needed facilities which will protect against environmental problems (pollution t0 of air, water and soil, excessive noise and similar problems). 06 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 interruptLO existing services serving occupied or used facilities except when authorized in writing by c It- the Program Manager. Provide temporary services during interruptions to existing utilities as acceptable to the Program Manager. 6 c� SPECIAL PROVISIONS IV-26 Packet Pg. 2269 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 3. TEMPORARY STAGING/STORAGE AREAS A. The Contractor may provide a trailer or prototype building field office for his own use. The location of the field office or building must be approved by the Program Manager. All costs for connection to utilities shall be paid for by the Contractor. Water, electric and telephone will be available on site. B. Equipment not in use during construction, nights and/or holidays shall be parked in c U areas designated by the Program Manager. Parking of construction workers' private U vehicles is prohibited within the KWBTS property. C. During construction, the Contractor shall maintain these areas in a neat condition. c D. The Contractor's vehicles, equipment and materials shall be stored in the areas designated by the Program Manager. Upon completion of the Work, the staging and storage areas shall be cleaned up and returned to their original condition to the satisfaction of the Program Manager. Remove all construction fencing and barricades from the Project Site. No special payment will be made for clean-up and restoration of the storage area. E. Personal vehicles will not be permitted beyond the Contractor's parking area. Drivers of vehicles being operated beyond this area shall be subject to loss of permission to enter the construction site. Parking of construction workers' private vehicles is prohibited within the KWBTS property. F. If additional storage areas are needed, the Contractor may request it from the Program Manager. The request will be reviewed on the basis of what is to be stored and the area needed. The Contractor shall provide any necessary fencing and/or security. U) 4. TEMPORARY CONSTRUCTION FACILITIES A. Access to the work area: Contractor shall provide access to the Work Area (Means and Methods) prior to construction. This access shall comply with all governing regulations. Contractor shall obtain a specific permit for this temporary access if it is required by any regulatory agency. The cost of the access with all associated permits are the Contractor's responsibility. 0 B. De-watering: Maintain construction work free of water accumulation. Do not endanger U 06 the Work or adjacent properties. C. Miscellaneous Facilities: Provide miscellaneous facilities as needed including ladders, runways, shoring, scaffolding, railing, bracing, barriers, closures, platforms, temporary partitions and similar items. LO 4- 0 5. TEMPORARY SUPPORT FACILITIES A. General: Provide facilities and services as may be needed to properly support the primary construction process and meet governing regulations. > B. Toilets: Furnish adequate temporary sanitary facilities within the Contractor's staging and storage areas located on the Drawings for the use of workmen during the entire E period of construction. Temporary facilities shall be furnished at a minimum ratio of one toilet for each 25 workers or as required by local governing code, whichever is greater. The toilets shall be portable, chemical type or water-borne type connected to an approved existing sanitary sewer. SPECIAL PROVISIONS IV-27 Packet Pg. 2270 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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. c� 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. U U 6. TEMPORARY UTILITY SERVICES 0 A. The Contractor shall coordinate the requirements for temporary utilities with the Program Manager and shall install at the Contractor's expense all necessary utilities in a safe, acceptable manner. Should leaks, breaks, etc. occur during installation or use, the Contractor shall immediately notify the appropriate utility personnel and promptly repair the utility so as to keep disruption of service to a minimum. B. The Contractor shall provide temporary wiring if required. All wiring shall meet all safety requirements of the National Electrical Code, Florida Department of Commerce, Bureau of Workers' Compensation or local requirements. In addition, all wire shall be so sized that it is not overloaded according to the National Electrical Code and all wire used shall be fused to adequately protect that wire according to the Code referred to. C. The Contractor shall provide all temporary lines and connections from existing sources of water as required for the Work. The Contractor is responsible for proper drainage of water used. D. The Contractor shall furnish all temporary wiring, piping connections, and other apparatus that is needed to operate the utilities and shall remove all evidence of same when work is complete. E. The Contractor is responsible for obtaining and paying for all utilities that he requires at the project site. 0 7. STAGING, STOCKPILE AND SPOIL AREAS U 06 A. The staging area(s) depicted on the Plans shall be used to store all idle equipment, supplies and construction materials (other than bulk materials such as aggregate, sand and soil). LO B. The Contractor may erect and maintain throughout the life of this Contract, at his 0 expense, a six-foot high fence of chain link fabric around the perimeter of each staging area used. He may also install vehicle and pedestrian gates as necessary to provide adequate ingress/egress. C. Upon completion of all work, remove all construction fencing and barricades from the Project Site. D. The Contractor's vehicles, equipment and materials shall be stored in the area designated on the Plans. Upon completion of the Work, the storage area shall be cleaned up and returned to its original condition to the satisfaction of the Program Manager. SPECIAL PROVISIONS IV-28 Packet Pg. 2271 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase E. Personal vehicles will not be permitted beyond the Contractor's parking area. Drivers of vehicles being operated beyond this area shall be subject to loss of permission to enter the construction site. F. Equipment not in use during construction, nights and/or holidays will be parked in the Contractor's staging area. Exceptions will only be approved by the Program Manager when absolutely necessary. Parking of construction workers' private vehicles is prohibited within the KWBTS property. U U G. All other waste material, including rubble and debris, shall be removed from the Project Site at the Contractor's expense. 0 H. The Contractor shall provide all necessary temporary environmental controls as required by laws, regulations or as directed by the Program Manager. I. The cost for these temporary environmental controls shall be considered incidental to the project. U) ,E c� 0 U 06 LO 4- 0 T- 0 E 0 E c� SPECIAL PROVISIONS IV-29 Packet Pg. 2272 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase SPECIAL PROVISION NO. 9 Not Used 0 U U 0 U) nE 0 U 06 LO 4- 0 E 0 E SPECIAL PROVISIONS IV-30 Packet Pg. 2273 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 U occurring in all. They are intended to be complementary to describe and provide for a U complete work. 0 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 III) D. Special Provisions (Division IV) E. Project Specifications (Volume 2 of 5) F. Construction Drawings (Volume 4 of 5) (large scale detail drawings over smaller scale general drawings) U) ,E c� 0 U 06 LO 4- 0 E 0 E c� SPECIAL PROVISIONS IV-31 Packet Pg. 2274 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 County Procedures unless otherwise U approved by the Program Manager and Owner. U Pay Requests and related forms shall be submitted in one (1) original and one (1) copy to the c 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). c� 0 U 06 LO 4- 0 T- 0 0 E c� SPECIAL PROVISIONS IV-32 Packet Pg. 2275 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase SPECIAL PROVISION 12 WORKER BADGING, DRUG TESTING AND CRIMINAL BACKGROUND CHECK REQUIREMENTS c� After Contract Award, the Contractor shall be required to apply to the Program Manager for issuance of a Noise Insulation Program Identification (NIP ID) badge for all on-site construction U personnel, including but not limited to: all full and part-time employees, supervisory personnel, U 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. 0 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) U) 4) Amphetamines (including methamphetamines) 5) Basic Opiates (including heroin, morphine, and codeine) 6) Benzodiazepines (including valium, Xanax) 7) Barbiturates CU 8) Methadone 9) Propoxyphene U 06 10) Methaqualone (Quaaludes) 11) Expanded amphetamines MDMA/6AM (Ecstasy, Molly) 12) Expanded opiates (painkillers like Percodan, Percocet, oxycodone, LO oxymorphone, hydrocodone) c It- 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 > 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 E information. SPECIAL PROVISIONS IV-33 Packet Pg. 2276 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 0 2) National Sex Offender Registry U U 3) Criminal Background Check a) County—County of residence and neighboring counties 0 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 Program Manager. (Please note that this list , must contain the sufficient number of on-site construction personnel needed to comply with all Phase 1A 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 0 applicant for badging. U 06 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 LO and taken against a neutral background. - It- 4. After the 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 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 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 Program Manager reserves the right to SPECIAL PROVISIONS IV-34 Packet Pg. 2277 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 Program Manager. A fee will be assessed for each temporary badge not returned to the Program Manager. (Refer to Special Provision 6 Safety and Security Requirements) 0 U U 0 U) ,E c� CU 0 U 06 LO 4- 0 E 0 E c� SPECIAL PROVISIONS IV-35 Packet Pg. 2278 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase SPECIAL PROVISION NO. 13 DEFICIENCY POINTS 1. DEFICIENCY POINT SYSTEM A. The Program Manager will have the authority to issue Deficiency Points to the U Contractor, as a result of failure by the Contractor to meet construction performance U guidelines stated in this Project Manual. Pursuant to the list of deficiencies below, Deficiency Points will be issued on a per-occurrence/per-condominium unit basis and c 0 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) 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 Program Manager. 2) Fails to complete Punchlist items within the number of days identified under CU Section 01100— 1.08Q. 3) Fails to meet a pre-approved construction schedule extension period. U 06 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 LO occasions. 0 6) Submits Product Submittal that are late, incomplete, illegible or improperly organized. 7) Fails to provide proper dust control in the condominium (each occurrence)during 0 construction which must include poly protection of stored furniture, bathroom & closet doors, smoke alarms, ductless AC units, kitchen cabinets and counters, kitchen appliances, walls, light fixtures as specified in Volume 2—Section 01140 — 1.05. 8) Fails to provide proper dust control in the condominium (each occurrence)when cutting, sanding, chipping is occurring at all window and door rough openings during construction as specified in Volume 2 —Section 01140 — 1.05. SPECIAL PROVISIONS IV-36 Packet Pg. 2279 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 9) Fails to provide proper protection (each occurrence)to floors in the condominium (each occurrence) as specified in Volume 2 — Section 01140— 1.05. 10) Fails to complete Substantial Completion and/or Final Completion (each occurrence)within the approved calendar day construction period in each unit. D. FIVE (5) DEFICIENCY POINT ISSUANCE. The Contractor shall receive five (5) Deficiency Points, for each occurrence, (unless noted otherwise)when the Contractor: U U 1) Fails to meet construction completion of a condo unit within the approved calendar day construction schedule. Deficiency Points will be issued per day. 0 2) Fails to comply with all requirements as defined in the Phase 1 KW NIP Construction Safety and Phasing Plan. 3) Fails to comply with all requirements as defined in Volume 3 of 5 — Lead Based Paint and Asbestos Remediation Specifications. 4) Fails to have lead supervisory staff on-site at all times throughout the entire construction schedule to include Project Manager, Project Superintendent — Construction & Quality Control, Superintendent — Construction Logistics and Planning and/or Lead Asbestos Abatement Supervisor. 5) Fails to display security badges (or designated project identification) at all times on all NIP work sites. , 6) Depicts improper communication and/or actions to any Property Owner and/or >_ Residents. 7) Fails to follow safety or security requirements, as dictated by Program Manager. 8) Fails to maintain a safe work site and/or building security. 9) Fails to comply with established worker conduct requirements. 10) Fails to properly secure staging area, dumpsters, material POD's, tools, , materials, and/or temporary waste sites. 11) Fails to follow all asbestos abatement requirements, where required. 0 U 12) Fails to comply with the Design Documents without prior approval of the Program 06 Manager and/or Architect. 13) Fails to listen and/or follow Program Manager's directions. 14) Fails to revise and correct work performed by employee(s) and/or sub-contractor LO that do not comply with the Design Documents. 0 It- 15) Fails to utilize DBE subcontractors per in 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 > unit, per day 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 SPECIAL PROVISIONS IV-37 Packet Pg. 2280 J.3.c Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase 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 U U C. LIMITING FUTURE PROGRAM PARTICIPATION. If a Contractor receives Twenty- Five (25) Deficiency Points or more for nonperformance within the construction period, 0 Sponsor will reserve the right to suspend the Contractor from bidding on future Key West International Airport Noise Insulation Program (NIP) project bid opportunities. U) ,E c� CU 0 U 06 LO 4- 0 T- 0 E 0 E c� SPECIAL PROVISIONS IV-38 Packet Pg. 2281 J.3.d Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase Volume 2of5 0 Project Specifications (Divisions 1 -16) CL CL KeyWest International Airport Prepared for: THE MONROE COUNTY BOARD OF COUNTY COMMISSIONERS a Mr. David Rice, District 4 Mayor CL Mr. Craig Cates, District 1 Mayor Pro-Tem Ms. Michelle Coldiron, District 2 Commissioner Vacant Until Filled, District 3 Commissioner Ms. Holly Raschein, District 5 Commissioner 0 Prepared by: 0 THC. Inc. 0 3300 Breckinridge Blvd., Suite 200 Duluth, Georgia, 30096 a F In Association with: " The Sun Group, Inc. Jones & Conde, LLC. Gallagher Bassett Technical Services March 2022 Packet Pg. 2282 J.3.d Key West International Airport Noise Insulation Program Construction of Key West by the Sea—Final Phase TABLE OF CONTENTS -VOLUME 2 of 5 - PROJECT SPECIFICATIONS Division 1 -General Requirements 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 U Section 01330 Submittal Procedures U Section 01400 Quality Requirements Section 01420 References 0 Section 01500 Temporary Facilities and Controls Section 01600 Product Requirements Section 01700 Execution Requirements Section 01731 Cutting and Patching Section 01732 Selective Demolition Section 01770 Closeout Procedures Section 01781 Project Record Documents Division 2 -Site Work(Not Used) Division 3 -Concrete Section 03301 Miscellaneous Concrete cn Division 4- Masonry Section 04810 Unit Masonry Assemblies Division 5 - Metals (Not Used) Division 6 -Woods and Plastics CL Section 06100 Rough Carpentry Section 06200 Finish Carpentry Division 7 -Thermal and Moisture Protection ` 0 Section 07920 Joint Sealants 0 E c� TABLE OF CONTENTS Packet Pg. 2283 J.3.d Key West International Airport Noise Insulation Program Construction of Key West by the Sea—Final Phase Division 8 - Doors and Windows Section 08120 Aluminum Swinging Prime Entry Doors Section 08163 Acoustical Aluminum Sliding Glass Doors Section 08215 Wood Doors and Frames Section 08520 Acoustical Aluminum Windows Section 08710 Door Hardware 0 U Division 9 - Finishes U Section 09220 Portland Cement Plaster 0 Section 09260 Gypsum Board Assemblies Section 09911 Painting CL Division 10 -Specialties (Not Used) LO Divisions 11 -14(Not Used) Division 15- Mechanical Section 15010 Mechanical General Requirements Section 15100 HVAC Systems Division 16- Electrical , Section 16050 Basic Electrical Materials and Methods 0 2 CL c� 0 LO 4- 0 N 0 0 E c� TABLE OF CONTENTS Packet Pg. 2284 J.3.d SECTION 01100 SUMMARY PART 1 - GENERAL c� 1.01 WORK COVERED BY CONTRACT DOCUMENTS 0 U U 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. a 0 B. Project Location and Participating Units: 76 Key West by the Sea Final Phase— 18 Units Group 1 - Unit Numbers (4 Units): A101, A201, A401, A603, Group 2 - Unit Numbers (14 "Clean Up" Units): KWBTS Building A A208, A605 + KWBTS Building B B105, B208, B307, B309, B405, B601, B607, B611 KWBTS Building C 2 C115, C211, C219, C317S CL Note: Group 2 Units represent alternate units which may be excluded, in part or in whole, from the Contract if the total bid exceeds available FAA project funding. The order of prioritization of award for Group 2 units will be non-sequential and in the 0- order listed in the Electronic Bid Sheets. LO 4- 0 C. Sponsor: Key West International Airport/Monroe County, FL cN 0 D. Program Manager: Prime Consultant THC, Inc 3300 Breckinridge Blvd. .. Suite 200 Duluth, GA 30096 In Association with the following firms: Architect The Sun Group, Inc. 820 W. Indiantown Road, Suite 105 Jupiter, FL 33458 SUMMARY 01100 - 1 Packet Pg. 2285 J.3.d Mechanical Electrical Engineer Jones&Conde, LLC 4440 PGA Blvd., Suite 600 Palm Beach Gardens, FL 33410 Environmental Consultant �s Gallagher Bassett Technical Services 4350 W. Cypress Street—Suite 300 Tampa, Florida 33607 0 U U E. Description of Work: 0 1. The Work is generally described as building construction and replacement work necessary to improve the noise insulation of 18 condominium properties in Building A, B & C of the Key West by the Sea Condominium (KWBTS) in Key West, Florida. E 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 effect test results. Special attention will be given to caulking where called for, as well as careful alignment of building elements. 3. Key West by the Sea (KWBTS) is an environmentally sensitive, multi-family gated residential condominium. During the scheduled construction of each individual condominium unit, the property owner or tenant will relocate during their assigned g construction period. When developing the detailed construction schedule, the Contractor CU is encouraged to minimize the number of calendar days of construction in each condominium unit to reduce the property owner's total relocation time. The remainder of KWBTS buildings must remain fully accessible and operational during the progress of the work. 0 The KWBTS scope of work includes, but is not limited to, exterior window replacement, LO exterior prime door replacement; exterior sliding glass patio door replacement, removal and infill of"through-wall" portable air conditioning units, addition of ductless AC system, 0 addition of Energy Recovery Ventilator(ERV) unit and all work related to the installation of the ductless air conditioners and ERV to include electrical panel modifications, cutting and E 0 E c� SUMMARY 01100 - 2 Packet Pg. 2286 J.3.d repair of gypsum ceilings, construction of wall pilasters to house required ducts and lines and required finishing work to include stucco repair and painting. The Contractor will be required to perform asbestos remediation in each of the properties at that particular area and/or surfaces according to the Volume 3—Asbestos&Lead Based Paint Inspection Reports and Asbestos Remediation Specifications. 4. 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. 0 U 5. Upon contract award, the Contractor will be required to develop a detailed construction U 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 0 proposed construction schedule to the Program Manager for final approval. 6. This project will require Program Manager approval of work plans for all on-site activities. E Items requiring pre-approval include but are not limited to: maintenance of traffic plan, equipment locations, temporary and semi-permanent lifts, building access, on-site storage, weekday and weekend work schedules, access coordination plans for non- participating KWBTS property owners on active construction floors, nighttime security, detailed subcontractor phasing and schedule coordination, fully manned safety barricading, employee testing requirements (criminal background check, drug testing), worker badging requirements and numerous other specialized working conditions will be required to work at this facility. The Bidder shall account for all specialized conditions in his bid. For a detailed summary of Contractor requirements, see KW NIP Final Phase Construction Safety and Phasing Plan. 1.02 CONTRACT A. Project will be constructed under a general construction contract. (See 01100-Section 1.07 CU Time of Completion) c� CL 1.03 SUBCONTRACTING 0 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 titledLO "Subletting or Assigning of Contract". 0 N 0 B. Unless otherwise stipulated in the proposal or special provisions and with the assistance of E workmen under his/her immediate superintendence and reported on his/her payroll, contract 0 work of a value not less than fifteen percent (15%) of the total contract amount must be > performed by the General Contractor. E C. The Contractor may sublet to not more than one subcontractor: 1. For each category listed: a. Cleaning b. Prime Entry Doors C. Acoustical Sliding Glass Patio Doors d. Acoustical Windows e. Stucco SUMMARY 01100 - 3 Packet Pg. 2287 J.3.d f. Painting g. Gypsum Board & Metal Framing h. Masonry i. HVAC (Ductless AC System & ERV Unit) j. Electrical k. Asbestos Remediation D. The Contractor shall not sublet any part of this Contract without the permission of the Sponsor. The Contractor shall notify the Program Manager of any changes to the Subcontractor list provided in his/her Bid. Contractors shall notify the Program Manager of new subcontractors to perform work on site and shall not allow subcontractors to begin work until program U standards are met and Sponsor approval is received. U E. The Contractor shall not allow a subcontractor to sublet any part of this Contract to a sub- 0 subcontractor. 76 F. Contractor may sublet installations to product suppliers. However, if the Contractor E subcontracts installation to the supplier, that supplier may not further sublet installation to LO another subcontractor. G. 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, badging. The Contractor shall also verify that the sub-contractors have the current Construction Documents including all Addenda. H. 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 Program >_ Manager shall not be construed as an endorsement of the subcontractor. 91 U) a I. The Contractor agrees to bind every Subcontractor by the terms of these Contract Documents, g in written Contract form, signed by both parties. J. Nothing contained in the Contract Documents shall create any contractual relation between CL any Subcontractor and the Sponsor. c� 0 1.04 ASSIGNMENTS LO 4- A. No assignment by the Contractor of any principal construction Contract or any part thereof,will 0 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. E 6 1.05 CONTRACTOR PRE-QUALIFICATION REQUIREMENTS (TRAINING) E A. The Contractor is required to contact the Program Manager prior to beginning any construction. During the construction period, the Contractor and all Subcontractors will be closely reviewed by the Program Manager. In the event of unsatisfactory performance,the Sponsor retains sole discretion and authority to remove any Contractor from a Work-Site and complete the Work. SUMMARY 01100 - 4 Packet Pg. 2288 J.3.d 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 �s A. All work under this Contract shall be entirely completed within Two Hundred Fifty-Eight (258) Total Calendar Days. 0 U B. The standard work week is 8am-5:00pm, Monday through Saturday, in which conditions under U 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. In addition, the 0 Contractor will have the availability to work at KWBTS on Sundays (8am-5pm). Sunday work hours shall be limited to interior quiet work only. 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 Program Manager, unsuitable for construction operations. 2. Strikes not caused by improper acts or omissions by the Contractor. 3. Delays caused by the Sponsor, Program Manager or Property Owner other than specified herein. 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 power to control or prevent. These conditions or >_ circumstances include: 91 U) 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. LO 4. Work performed by a subcontractor of the Contractor shall be considered within the 0 control of the Contractor. N 0 E. The Contractor shall list specific dates and reasons for delays in writing to the Program Manager for consideration. > E 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. To limit the number of units affected by the work at any one time, the work shall progress contiguously thru the building by order of unit number starting with properties with the highest unit numbers. The work shall begin in Building A,then Building B then Building C. All work in one building shall be completed before progressing to the next building. SUMMARY 01100 - 5 Packet Pg. 2289 J.3.d There shall be no more than six (6) units under construction at one time which have not reached final completion. (The Program Manager will have the ability to increase the maximum number of units open from six to eight depending on the Contractor's demonstrating sufficient staffing, efficiencies and worker abilities.) The Work shall be completed within a Total Contract Time comprised of a Product Procurement Period and Construction Period as follows: �s Total Contract Time: 258 Calendar Days Pre-Construction Period 9/28/2022-1/23/2023 (118 Calendar Days) o t3 Notice to Proceed-Permits September 28, 2022 W Preconstruction Meeting and Contractor 0 Measurement Walk September 28-30, 2022 CL 76 Shop Drawings &Submittal Review September 30- November 15, 2022 LO Product Procurement November 16, 2022- January 24, 2023 Mobilize and Prepare Site January 10-23, 2023 Construction Period 1/24/2023-6/12/2023 (140 Calendar Days) Notice to Proceed-Construction January 24, 2023 cn Construction 18 Units- January 24—May 29, 2023 Post Construction/Closeout (14 Calendar Days) May 30-June 12, 2023 0 c� B. Following the execution of the Contract, the Contractor will be issued a Notice to Proceed- Permits which will start the Project Time (see Volume 1-Division IV-Special Provisions No. 2). CL 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. 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 o required submittals for approval by the Program Manager prior to the commencement of the work. 2 0 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, 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 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 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 SUMMARY 01100 - 6 Packet Pg. 2290 J.3.d in a Change Order. They will be reflected in the shop drawing process for the Program Manager's review. E. When measuring for replacement window / door units, confirming installation details or as directed by the 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 detail. No downsizing of windows or doors shall be �s permitted. Contractor to 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 U approved prior to the Notice to Proceed. The Contractor shall begin the Work to be performed U 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 Program Manager at least forty-eight(48)hours 0 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 76 Contractor is responsible. E G. The Contractor shall coordinate with the 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 fourteen (14)days before 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. 91 U) a J. The objective is to make all improvements to each building as specified in these Documents g with the minimum inconvenience to the Property Owners. CU 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) CL 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 associate actual costs. c N 0 M. All scheduling shall be coordinated through the Program Manager and the Property Owner. It E will be necessary to alter schedules to suit the availability of Property Owner or its residents. N. During the construction period,the Contractor shall reach Final Completion on all condominium properties within a not-to-exceed time period of: Twenty (20) consecutive calendar days after E starting work in each property with no Asbestos Containing Materials(ACM), Twenty-Five(25) consecutive calendar days after starting work in each property with either interior or exterior ACM and Thirty (30)consecutive calendar days after starting work in each property with ACM in both interior and exterior surfaces. The construction duration for a unit 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. SUMMARY 01100 - 7 Packet Pg. 2291 J.3.d O. Punch list items shall be addressed immediately by the Contractor at each building upon receipt of a written list from the Program Manager. Once the punch list is complete, the Program Manager will schedule the final inspection. P. Any alteration in schedule must be approved by the Program Manager at least seven (7)days prior to its rescheduled commencement. Q. Final Inspection: The Contractor shall notify the Program Manager when the punch-list is complete and the building is ready for final inspection. The Program Manager shall schedule and coordinate a final inspection with the Program Manager, Property Owner and Contractor. The Contractor shall provide the Superintendent and a carpenter at the final inspection to verify U completion and take care of any unresolved issues. The Contractor shall provide the record U drawings (with all changes annotated)and photographs for review at the final inspection. 0 R. Acoustical Post Testing. After the Final Inspection when the Program Manager has certified completion,the building may be acoustically post tested. Should the improvements fail to meet 76 the acoustical objectives known for a specific treatment, the Program Manager may order E further corrective measures to be undertaken by the Contractor. Testing will be performed by the 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: 91 U) 1. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate. CU 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. 0- Occasionally, the indicative or subjunctive mood may be used in the Section Text for LO clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by - others when so noted. N 0 a. The words "shall," "shall be," or "shall comply with," depending on the context, are E implied where a colon (:) is used within a sentence or phrase. 1.10 ASBESTOS CONTAINING MATERIALS E c� A. The Contract work shall require the removal, alteration 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 5 Asbestos&Lead Based Paint Inspection Reports and Asbestos Remediation Specification and with all applicable local, state and federal regulations regarding such work. SUMMARY 01100 - 8 Packet Pg. 2292 J.3.d 1.11 LEAD PAINT A. Lead 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 �s 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 Notifications Forms and submit in electronic PDF format to the Program Manager. 0 U U 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 0 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 Program Manager. C. Measures to control stray dust and chips shall be practiced. Such measures shall include but not be limited to the following: 1. The wetting down of all work surfaces prior to scoring/cutting. 2. The wetting down of all work surfaces requiring significant demolition prior to commencement. 3. Turning off ventilation systems prior to construction. 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, U) regulations and standards. a 2 1.13 MISCELLANEOUS PROVISIONS A. Furniture Moving: The Contractor shall include in his/her bid up to 2 hours of labor in each unit, for the purpose of moving furniture and personal items out of work areas covered under this Contract. LO B. Disturbances: The committing of nuisances on the subject properties and adjacent property 0 shall be rigorously prohibited and adequate steps shall be taken to prevent it. Any employee N 0 found violating this provision shall be discharged and not employed again on work under this E Contract. 0 PART 2 - PRODUCTS (Not Used) E c� PART 3- EXECUTION (Not Used) END OF SECTION 01100 SUMMARY 01100 - 9 Packet Pg. 2293 J.3.d SECTION 01140 WORK RESTRICTIONS PART 1 - GENERAL 0 1.01 USE OF PREMISES U U A. Key West by the Sea is smoke-free. Smoking or the use of any other tobacco products will not be permitted on the Property (including on-site Contractor Staging Areas). 0 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 in person or in their vehicles will be immediately escorted off the property and permanently barred from returning. Worker's must be actively performing a task when on site. Loitering in vehicles or in or around buildings will not be permitted. All breaks will be taken within designated fenced staging area or off-site. The use of building facilities, common areas, vending machines, etc. is prohibited. 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 LO Contractor staging area shown on the Drawings. 0 N C. Use of Existing Building: Maintain existing building in a weather-tight condition throughout construction period. Repair damage caused by construction operations. Protect building and its occupants during construction period. > D. Elevator: The Contractor shall be permitted to use existing building elevators for worker transport during construction subject to the following conditions: a. KWBTS Management has agreed to allow the use of the elevator for Contractor's Personnel (Workers)with stipulations. b. Workers must wear a mask or face covering when in or around the elevator. C. Only two (2)Workers are allowed in the elevator at one time. d. Workers cannot ride the elevator along with Residents and must exit immediately when elevator stops on a floor and a resident is waiting to ride. WORK RESTRICTIONS 01140 - 1 Packet Pg. 2294 J.3.d e. If a resident is using the elevator, Workers are to by-pass the elevator until it is clear. f. No tools, equipment, supplies or debris will be permitted to be transported in the elevator. E. 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 S portable toilet facilities, their locations and maintenance schedules shall be submitted to the Program Manager for approval. The use of any other on-site toilet facilities or building grounds is expressly prohibited. t0 F. Water and Electricity: Water and electricity as may be required by the Contractor or by W Subcontractors during the progress of the work, will be available on site. The use of those a utilities shall be in a manner acceptable to the Program Manager and Property Owner. All ° utilities required for the required Temporary Field Office will be the responsibility of the Contractor. 76 G. 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. Reference Volume 3 of 5 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications. H. 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 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, 91 paths to work areas, and work areas. The Contractor shall also provide temporary covering to protect furniture in work areas. CU I. Temporary Scaffolding: The Contractor may erect temporary fixed scaffolding along the balcony side and end wall building facades to facilitate working access to above grade floors. Scaffolding shall be limited to only cover the units currently under construction, and those units which are contiguous and shall be removed after the last unit in that grouping have reached final completion. 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 LO with the approved construction schedule for Program Manager's review and approval. The - Contractor shall provide all necessary protections and site restoration necessary to minimize N and repair all damages caused by his/her operations. J. Materials Transport and Loading: Construction materials may be loaded from the parking lot 0 side onto the building walkways using a forklift with an extendable boom to reach up to six stories. The Contractor shall take all necessary precautions including but not limited to flag personnel, safety barricading and building protections to prevent injury to persons and property E and maintenance of traffic. Prior to the start of construction activities, the Contractor shall provide a written /graphic plan for materials transport and loading for approval by the Program Manager. K. The project will requires the contractor to sequence the completion of construction work on a "building by building" basis (beginning with Building A), which will require 3 separate mobilizations of asbestos abatement and construction crews at each KWBTS building. Work at WORK RESTRICTIONS 01140 -2 Packet Pg. 2295 J.3.d each building must be fully completed and grounds restored prior to start of work at the subsequent buildings. 1.02 SECURITY BADGING, BACKGROUND CHECK AND DRUG TESTING REQUIREMENTS See Volume 1 of 5 Special Provisions 12 for requirements of this Section. c� 1.03 OCCUPANCY REQUIREMENTS 0 A. Full Occupancy: The Property Owner will fully occupy site and existing building during entire t3L) construction period (with the exception of those specific KWBTS units under construction). The Contractor shall perform the Work so as not to interfere with the occupant's operations. The 0 Contractor shall schedule his 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 exit stairs and 76 elevators. 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 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 on-site in secure modular steel storage containers. The Contractor may secure an off-site warehouse for the storage of all other window and door >_ products and supplies which cannot be accommodated on-site. 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 Program Manager. No liability or g responsibility for said on-site and off-site storage shall be placed on the Sponsor. 2 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. c� 0 1.05 PROTECTION AND SAFETY BARRICADING LO A. The buildings and premises included in the scope of this Contract are currently occupied. The 0 work is to be done with as little inconvenience as reasonably possible and without danger to N 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. c� B. Protective measures will be required to adequately protect the Property Owners, KWBTS staff, 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 WORK RESTRICTIONS 01140 - 3 Packet Pg. 2296 J.3.d sight of all tools and materials to prevent accidental injury. Unattended tools or power operated equipment will be promptly removed by the Program Manager and will not be returned until the end of the work day. C. Prior to construction, the Program Manager will develop a "Designated Furniture Storage Sketch" for each condominium based specifically on its proposed scope of work. This sketch will define the areas within the Living Room and Bedrooms that the Property Owner will have the ability to store furniture and belongings, utilizing the space from floor to ceiling. Generally, S this sketch will also define a "work clear area" for the Contractor that provides a 3-foot clearance from all windows, a 5-foot clearance from sliding patio doors and a 5-foot clearance for a corridor that spans the entire length of the condominium from the entry door through the living t0 room to provide access for ceiling cuts. The Property Owner will be required to provide a space U of 12" from all walls when stacking furniture in their "Designated Furniture Storage Sketch" areas. 0 D. The Contractor shall provide, install and maintain temporary impact &dust protection in the form of 3 mil. polyethylene sheeting (poly), canvas tarps, floor pads, drop cloths or other appropriate 76 items to minimize both damage and dust infiltration to the premises and its contents. The Contractor is required to provide sealed poly protection in numerous areas in the interior of the condominium to include, but not limited to: stored furniture, entrances to bathrooms, closet doors, smoke alarms, Ductless AC Units, kitchen cabinets and countertops, walls and lighting fixtures, etc. The Contractor is required to provide protection to all floors and walls in the condominium to prevent marking and damage. E. 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. 2 F. 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 0- Division 7 Thermal and Moisture Protection shall be stored and handled to prevent LO deterioration by keeping joint substrates and sealers protected and dry as required. - 3. The Contractor is solely responsible for maintaining suitable temperature and ventilation N for painting and staining work. All wood surfaces are to be pre-painted before installation. No exterior painting/staining shall be undertaken if air or 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. E c� 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. WORK RESTRICTIONS 01140 -4 Packet Pg. 2297 J.3.d 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 Program Manager, that all inventory has been received and verified prior to each condominium start. c� 1.08 SPECIAL WORK HOURS 0 A. All work scheduling must be coordinated with the Program Manager and approved by the U t3 Property Owner as part of the Overall Project Schedule. See Section 01100-Summary. Special work hours shall be requested in writing to the Program Manager. 0 PART 2 - PRODUCTS (Not Used) 76 PART 3- EXECUTION (Not Used) END OF SECTION 01140 M U) 2 CL c� 0 L- CL LO 4- 0 cN 0 0 E c� WORK RESTRICTIONS 01140 - 5 Packet Pg. 2298 J.3.d SECTION 01250 CONTRACT MODIFICATION PROCEDURES PART 1 - GENERAL c� 1.01 SUMMARY U A. This Section specifies administrative and procedural requirements for handling and processing U Contract modifications. 0 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 5 - 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 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 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". c� 1.04 ADDITIONAL INSTRUCTIONS LO A. The 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 N additional instructions, the 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. 6 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. E c� CONTRACT MODIFICATION 01250 - 1 PROCEDURES Packet Pg. 2299 J.3.d 1.05 PROPOSAL REQUESTS A. Program Manager-Initiated Proposal Requests: The 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 Program Manager are for information only. Do not consider them instructions either to stop work in progress or to execute the proposed S 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. t0 a. Include a list of quantities of products required or eliminated and unit costs,with total U amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities. a 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 76 the change, including, but not limited to, changes in activity duration, start and finish S 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 theCU 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. CL 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. 0 LO 1.06 CHANGE ORDER PROCEDURES - N 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 6 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 Program Manager, Contractor and Sponsor. CONTRACT MODIFICATION 01250 -2 PROCEDURES Packet Pg. 2300 PART 2 - PRODUCTS (Not Used) PART 3- EXECUTION (Not Used) END OF SECTION 01250 0 u u w a 0 CL u- z cn U) .2 CL 0 L- CL LO 4- 0 CN 0 E .2 0 E .a u CONTRACT MODIFICATION 01250 - 3 PROCEDURES Packet Pg. 2301 J.3.d c� 0 U U 0 Exhibit A Standard Operating Procedure (SOP) Airport Improvement Program Construction Project Change Orders (ARP SOP 07.00) n� CL 0 L- CL LO CN 0 E E CONTRACT MODIFICATION 01250 -4 PROCEDURES Packet Pg. 2302 J.3.d 'a `` FAA 07.00 7 o Airports �fMrs-rVLac Effective Date: 10/01/2015 c� Standard Operating Procedure (SOP) U Airport Improvement Program Construction Project Change Orders W 0 A. PURPOSE The purpose of this SOP is to establish uniform procedures for the Federal Aviation E Administration (FAA) Office of Airports (ARP)that address reviewing and approving Change Orders for airport construction projects. °0 B. SCOPE The scope of this SOP applies to all Change Orders for airport construction projects funded in 3: 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 w associated with Change Orders. U) CU C. CANCELLATION 2 This is the first version of this SOP, so it does not cancel a previous version. c� D. APPLICABLE REGULATIONS, POLICY,AND GUIDANCE 0 0- Requirements identified within this SOP originate in or are further described in various FAA Ul) 4- publications including Orders,regulations, and Advisory Circulars. See the current versions. 0 cN 1. Title 2 Code of Federal Re lations 200.3231 2 2. FAA Order 5100.38, Airport Improvement Program Handbook 0 3. Advisory Circular 150/5370-10, Standards for Specifying Construction of Airports c� Title 2 Code of Federal Regulations 200.323 replaced Part 18.36 after December 26,2014. Packet Pg. 2303 J.3.d 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. 0 U F. LIMITATIONS OF THIS SOP U The following limitations apply to this SOP: 0 1. This SOP only addresses the actions necessary for the review and approval of change 0- 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. CU 2 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. LO 4- 0 cN 0 L CHANGE TABLE Date of SOP Page Reason for Change > Change Version Changed E c� I I Packet Pg. 2304 J.3.d Effective Date: October 1, 2015 ARP SOP No. 7.00 Elliott Black 9/21/2015 Director, Offic& irport Planning and Programming Date N , jjj, w Michael J„ 'Donnell 9/14/2015 UU Director, Office of Airport Safety and Standards Date a CL _i 4,5 e Byron K. Huffman Carolyn Read Manager, Alaskan Region Airports Division Manager(Acting), Northwest Mountain z Region Airports Division T f Jim A. Johnson Manager, Central Region Airports Division Winsome A. Lenfert Manager, Southern Region Airports R � Division g . r. ,. M � Debbie Roth CL Manager, Eastern Region Airports Division Ignacio Flores Flores � ..........a.. Manager, Southwest Region Airports CL Division Ln 4- 0 N Susan Mowery-Schalk as Manager, Great Lakes Region Airports � �� Z Division > Mark A. McClardy Manager, Western-Pacific Region Airports E Division � Mary T. Walsh Manager, New England Region Airports Division Packet Pg. 2305 J.3.d 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 0 U 2. Process and Procedures............................................................................................................2 U 2.1. General Characteristics of Change Orders....................................................................2 0 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 U) a AppendixB. Change Order Contents.....................................................................................B-1 CU c� Appendix C. Samples of Change Order Correspondence.....................................................C-1 c� C.1. Sample: Change Order Approval Correspondence.................................................C-1 CL C.2. Sample: Change Order Disapproval Correspondence............................................C-3 0 AppendixD. List of Steps.........................................................................................................D-1 D.1. Standard Change Order Process...............................................................................D-1 - N D.2. Emergency Change Order Process............................................................................D-1 0 E c� iv Packet Pg. 2306 J.3.d 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 6 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 0 they pertain to Change Orders, sponsor responsibilities include: U w 1. Maintaining records that detail the significant history of their procurement actions, a 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. � U) 7. Providing justification for why the Change Order is necessary for completion of the AIP- g funded project. 1.2. FAA Airports Personnel CL W 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: 0- LO 1. Reviewing all Change Orders to determine AIP eligibility. 0 cN 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. 2 0 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 Packet Pg. 2307 J.3.d 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 0 • Allowability is U • Justification 0 • 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 U_ on the specific Change Order situation. ao Table 2-1. Types of Change Orders lll�iiiulllll III�IIIIIIIIIIIIIIIIIIIIIIIII Ilum IIIIIII�IIIII�IIII�III�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIII01111IIIIIII�IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII��IIIII�II �pl 4 I`ilbieffjathln„ iiva AddItl rjc ) rf rvi ri pu tttrd r0asonebiene 4 f work be Irmited,to that,,,,,,, est bif taed by,,,, the end,fth r , nece�jrY;t e!rating unit �Stsl'etrcr � imlete wa e han 'rddr if auts�da f 000es'„ intende b pravtt c e and any hand to rnaaar eispraud sca e�creete3hnt of wer'k:"„ eerit�`edt item �,,,,,; nsitre�r ted amdn�rrt�f�t � rrt�t unit,isne ha�alsJ q �� re ue r quark rums da rac5t be su�e�t to , „� � ompru nr th ,,,///,/ renegbtiatiarij e quent ty ( prey„ 3cf m �erntrat adtmdntsl,;,,,,,,,, afnrark,,,,, item cFta by CL IIIIII iIV • Eligible if within • Additional • The sponsor • The sponsor approved scope quantities should needs to perform should establish a CL of work. be limited to that some form of firm fixed price LO • Non-participating necessary to price analysis or before starting 1 if outside of complete work as cost analysis. extra work. N approved scope intended by sponsorThe 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 Packet Pg. 2308 J.3.d ARP SOP No. 7.00 Effective Date: October 1, 2015 Ill�lllluil it pu W � . ull III ul�ll lilllll ry � .... .... lll�iiiulllll III�IIIIIIIIIIIIIIIIIIIIIIIII Ilum IIIIIII�IIIII�IIII�III�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIII01111IIIIIII�IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII��IIIII�II • Altering materials or construction methods, post- bid, can result in a modification to AIP standards. �s Unless explicitly approved by the FAA, modification to AIP standards 0 are not allowed. C3 t3 uuullu t II Illllullll llll�llll IIIIII�IuIIllWlillllll II , „ li ibte ff�iy1#huh "Additiftal rs#iris bi aterns„i; * t c o f }rc t , uul waRp rdv3 acl quan#i#i heuMdh�ce cifverf be Irmi reaacriable�rs# # fhb ,� emd ,�� •' Leh oaf kfcfJa#�f1 „ nec �j�y,t e #abhhed by, Shang Orders if ou#side f Complete were ,,;; ccrr#ra unit are t3cafly l��tendy Shu c#le by cif vcirk y n as pr0vI$I99ay • rr�r## w 1 „ rzriab�f3e at4rul • Inefigibl 5� ser ermr## s under i#ems urnI#er may the scn bd the rz" sudti es#aksl� d by Frbuld gdnerally SIP p 1 tclle unri#h#, #ha#it # via# �ShrcehJyas rfCL Ineli i4t if from th cost cndi#r r C rder'dc irr n#�,,, svereel 4y approved sc%ope readrfy available „ 1'.h' im and ilaten 0uildxsrslsrfittil}:md#h �,,,� a44rch xegUlf e c#her criscf #tmd er# theif,need #cr est �shravrc#e high ' level dv h# Diu#wally ,,,,,,,,,,,,,,,,,,,,,,,, a#azure ` agrea�le #h w burd � �# cen#rao# r ra ea`befcire '„ portbi/m/ s.n"an #art ex#ra , effici In le _,,MI er J )J ed,,,,, ... ................................ .... ,,,,,,,,,; dusts. Allowabi pm °" depends i sponsor adjustment stment and Change quantity on the should 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 CL costs directly necessary. such as additional , necessary to If the sponsor design and 0 accomplish the proposes an inspection fees. N project may be alternative Such secondary approved. solution,the costs may or may • AIP cannot alternative must not be AIP 0 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 Packet Pg. 2309 J.3.d Effective Date: October 1, 2015 ARP SOP No. 7.00 iuiuiui plus�iu iu IIIII l�lll u i ii a u I iulpgiii i uiuiuil u u pullII�III IIIIIIII III�III�II puuuu�u i IIIIudIIIP�luiui uiflllllfiui ui luuui uluui�u�� uuu uiuiui�ulVi�u uiui uuu uiu udllliuu uiii uuuu uui uui uiu ui iui luuuluju�uli�uiiiliuiii Iluuuulilu�uiu luau u the project if the error or omission had not occurred. CD �� 1rr�itt�rt work The spcirfo� 1rr�rtt�r ezisic bofet�r�g work pub item dfa sf�6uf9 oKl �r�,,, bid i# prioe itemn„ Ity ctuexly ffet rosori6l 'rs the praledt the fi n aht <csf %b in a 1tYe e t , h 71 tF e projd�dt�,,,,,,, ,,,,,,,Orr�i aft°< warn cutren don#r .. rrt tcfi teXl prroo .............. d�dfipt�on. 0 o uoFthe T t)h Cd i paricl, w ftor�tF`le r�eodr rttj'Nrl � �p�roy�� ap ne�s��ta:an watfi o ofuar ;,,,, oontraotor# establish rte CL ... ................................ ..., cortrpt �ioe uullll Vui uuuuuuuuuuVuIIIIIII�Iuiiillu „ uuuulliuuuuulil 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 CL costs such as design or inspection fees for period of 3 performance. lululul plul�lu lu IIIII lulu u I ii a u I lulpgiii I ululull u u pullII�III IIIIIIII III�III�II puuuil�u I u�� dui a uiflllllfiui ui luuui uluui�u�� uuu uiuiui�ulVi�u uiui uuu uiu udllliuu uiii uuuu uui uui uiu ui iui luuuluju�uli�uiiiliuiii Iluuuulilu�uiu luau u 2.2. Standard Change Order Process U) r- The standard process for reviewing a Change Order assumes sufficient time is available for the g 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 CL U) emergency Change Orders. AD 0 Figure 2-1. Standard Change Order Process CL 0 . � . . 04 as E � r � r 0 as E 3 Packet Pg. 2310 J.3.d 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. U U 2.2.2. Step 2: Screen Change Order for Adequacy of Information a 0 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. LO 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 z documentation. Contact the sponsor if documentation is insufficient. d 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 g become non-allowable. To be allowable, the work item costs must be necessary to accomplish CU the original scope of work, as per the grant agreement and accepted plans and specifications. The evaluation of allowability involves the following checks: C. LO 1. Verify the extra work does not involve non-allowable work as established within FAA Order 5100.38, AIP Handbook. 0- 2. Verify the extra work conforms to applicable FAA Standards for design and construction 4- (e.g., AC 150/5370-10 and AC 150/5300-13,Airport Design). N N 3. Verify the Change Order does not adversely affect compliance with applicable AIP procurement requirements such as Buy American Preferences and Disadvantage Business 0 Enterprise participation: a. Buy American Preference. For new contract work items, evaluate the item for E 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 Packet Pg. 2311 J.3.d 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 U an overall lower DBE participation percentage from that approved at the time of W contract award. The sponsor may need to encourage the contractor to identify other a opportunities for DBE participation that fulfill the original obligation. c. Davis-Bacon. Assess whether or not the current wage rate schedule incorporated into ra the contract addresses the labor classifications necessary for the Change Order work. U_ The current wage rate schedule may need to be incorporated into the Change Order. ao 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. w 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 CU 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 LO delays were due to circumstances outside of the contractor's control. 0 N 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 2 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 Packet Pg. 2312 J.3.d 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. 6 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 U determination of AIP eligibility. There are three potential Change Order actions and U correspondence: a 0 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 0- of the project, but also should not purposely refrain from making a determination of eligibility until the end of the project. d 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) g • Email 2 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. CL c� Table 2-2. Change Order Correspondence 0 IIIILO lllslll IIIII IIII u�iu illslll IIIII IIII u�ul uluu IIIIII a N wrpC7rlCxr df i Y ',,,,,, f 1Cfr dfl Y �wiiiiiiiiiiii i Alr CYrt�,'`� IIIIII, Alr �M't '`df'T7 IIIIII Alr CYrt�,'`� IIIIII :...IIIII iiiii IIIII ��L,., IIIII � �i Or�ant„umber PI"4 0Ct„'- n tl£� IIIIIII, �r4�'Ct„�' �n tl£�. iiiiiii • C�rritr�a „Idea r er �f,,,,,,,, + Cuntr�aot, trier �� ,"'Ourtr�aot.�t ntr�� r� � �s 110able app icabl ens ficable �hlllu�llu�lu�lllll�lli lullil �pp� IIIII 'all"ipiuhiuuuuuuuuiuuliI4I e.g., Change Order e.g., Change Order e.g., Change Order No.5 No.5 No.5 Ion � rc� I bas un � ar#i�l A rc��i�T � �i a rnv I actra�n" sponscr, ,�ab�rsitd k ased urn upon o� thy#dsclr� rcr ate tcffrrntticr� dumn# ticn �ne�igile uuuuuuuluu uuul�ltl uuuuuuuuuuipupuuuuuuuuu uuiiiipuuugp l Approved Change Approved Change Restrictions on 6 Packet Pg. 2313 J.3.d Effective Date: October 1, 2015 ARP SOP No. 7.00 IIIIIIIIII � (IIIIIII � � Illlmlll III � � � IIIIIII III . � � � I im- �okul IIIII IIIIIII IIIII ujul �ulkul IIIII IIIIIII IIIII Iljlll IIIIIIIIII IIIIIII III II (III IIIIII m Order items Order items including non- participating work: - The incorporation of non-participating work items must not directly or indirectly y result in additional costs to the All eligible portion of 0 U the project. U - Maintain separate and accurate cost 0 accounting of the non-participating CL costs that will permit a third-party auditor to quickly verify proper cost allocation. �.., or Amrunfaisfec# ,� #atlrrCsf`rrcri * N(5t; (i�lIe,,,, II III"w Oharrrckr c+z #serkrcra#ink rte z Cot: ricrr parkiciatrn its grrf �l�na#icrw cif wh ;atert i ncfrr_ �arkr %�atrn� r " umula#fv uaTus Csf � �tspr�su and ..,. c#iaisrseha U) r der i#ems,,,,,,,,, , , C Amount of approved Amount of approved Not applicable contract time and disapproved iffimextension contract time extension uupul II it III IIII luq ulllllllllllllllllllllllllllllllllllllllllllllllllllpuipuuuupul gpuuuuuuuuuuuuuuuuuiuupuuquuquuugpu . ,,, „, .,,,,, ,,.,, I'��I �� rv„� u��;;� .�r r,,,,,�`Thrs�eter�Inatipp is • Thrs determ�n�tr�s� is �,,,, d#��rble,,,, �, uiuuiuilu Qhii a piu@uui�uu��uui gi,�,ryi ml Q...lu� puuuuu sc�ieky fir t pgrp�sse,, y�lefy fs�r t pur�sse,, � CL 4f estaarrr �` 0f estY�a�lrshrrr� � kr�r�rallity cf c5 #s" ekigrkalrty Cif cq # ;;;,;,�� CL under the AIf , ��%%��>%; under the Alr `19 protzrc�gr�m r `�ao#rc�rr isr^crgr�m� hradtrnri � ny re he r dc�es n��a e'WIWI 10 cN c�srnrrtt�nntf: edr1rnlfnntfdr1 furrdn acrtra r th tn 0 ixicr#re�i ,the`" crr , i, crrnI grant �esirg #ien" sblrga#�cs �� • '`Cur approy�l wrth t�� , '�"C?ur�pproy�l with t)�e � incre ern 0"ht increase,,, dcr�j t trm�does��t #rrrr�cues��t � reisresat �,, rfest ucneu'rrenceat ccndurrenceat ; actckiticrnak„„ nitro# aickrticrnaC crrtr #1rm,e trm far�C�i #rutrcn #car ecnstruetreri" hae fzhae; �ruit<e ",,,, �eruices"' • ``'f`he rrinaris�r�a#inn;cif riarkrertztinrcric,,,,, iternrrs mutii"reCy car rntlrre #I result rn 7 Packet Pg. 2314 J.3.d ARP SOP No. 7.00 Effective Date: October 1, 2015 IIIIIIIIII (IIIIIII � Illlmlll III � IIIIIII III . � I 0 im- �osul IIIII IIIIIII IIIII uful �Illslll IIIII IIIIIII IIIII Ilflll IIIIIIIIII IIIIIII III II (III IIIIII m al#I(3f1'dC tS tf3 � ACf�Ilgl�rte�S(a�tic�rr(af park �n��acur�#e des#�curi#tn��f the ,,; �sr #ha#willraa7a#a hard part y verify f�c4r uuuuuuuuuuuluuuuuuuuuuuuuuuuuuuuuuuuuuuuuuu c, pum uuuhuul uuuuuuugiiii� lluuuuuuiiuu�qulllllllll.. Forward one copy "Forward one copy Not applicable (preferably emailed (preferably emailed 0 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 76 is available." is available." S • Indicate details of this "Indicate details of this Change Order on your Change Order on your as-built drawings." as-built drawings." fli mm • ;,Md# pplfcaC le • A a�afalrc kale • at of li ableCL Vdlll a u�l IIII IIII ) IIIIII i� 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 w 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. CU 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 LO emergency Change Order process. 0 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 N typically via telephone or email. The complete description of the work may not be readily 0 available to allow a contractor to determine the necessary level of effort and risk that may apply. 2 A valid emergency Change Order is a situation where the time and material (T&M)payment > approach is justified under the AIR a� The steps for administering an emergency change will vary according to the extent and context E 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 Packet Pg. 2315 J.3.d 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 I1,2.3.1. 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. 3 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? U) c a. Are airport operations adversely affected? b. Are there immediate construction safety issues? CL 3. Is the Change Order allowable and justified? co Note: Characterizing the situation as an "emergency" does not make the work AD 0 automatically eligible. CL Ln a. Example 1: Immediate replacement or stabilizing of an isolated pocket of unsuitable — subgrade may be eligible. 04 as b. Example 2: Mitigating subgrade due to discovery of hazardous contamination may 2 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 Packet Pg. 2316 J.3.d 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 6 discussions in the grant project file. 2.3.3. Step 3: Initial Approval Action 0 U Once the sponsor provides sufficient information to provide direction to the contractor, the FAA U specialist may grant initial approval of the emergency Change Order. The type of initial approval a 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. ao 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 All? >_ and justified for the project. "" U) a 3. Permit Use of Time and Material(T&M) Payment Approach. If using this type of g approval: CU a. Require the sponsor to negotiate a value for profit to be used in the T&M; this may be CL a firmed fixed value or may be incorporated into a burdened hourly rate for the LO laborers. a� b. Require the sponsor to establish a ceiling price that cannot be exceeded unless at the - contractor's risk. LO 4- 0 c. Require the sponsor to provide active oversight of the contractor's performance to N establish the level of effort and efficiency. The sponsor must maintain detailed notes documenting the contractor's performance. 2 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 Packet Pg. 2317 J.3.d 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). 0 U U 0 CU 2 CL LO c� 0 LO 4- 0 N 0 0 E c� 11 Packet Pg. 2318 ARP SOP No. 7.00 Effective Date: October 1, 2015 This page intentionally left blank. 0 u u w a 0 z M U) .2 CL 0 L- CL LO 4- 0 CN 0 E .2 0 4i E 12 Packet Pg. 2319 J.3.d 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. 0 4. Burdened Rate: the allocation rate at which indirect costs are applied to the direct costs U of either labor or inventory. W 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. c� 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. LO 4- 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 0 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 E 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 Packet Pg. 2320 ARP SOP No. 7.00 Effective Date: October 1, 2015 This page intentionally left blank. 0 u u w a 0 z M U) .2 CL 0 L- CL LO 4- 0 CN 0 E .2 0 4i E A-2 Packet Pg. 2321 J.3.d 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 0 2. Airport Name U w 3. AIP Grant Number 0 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) U_ 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 U) Change Order work is the result of an error or omission on the part of the airport consultant. CU 2 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. a� 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 0- modifications to standards. 8 N 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� 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 Packet Pg. 2322 J.3.d 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 is value of contract to-date (with all Change Orders). U a c. The attachment must justify, in accordance with AC 150/5370-10, the original 0 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. U_ 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 U) 12. Supporting Documentation CU 2 13. Sketches/Diagrams/Drawings a� 14. Revised CSPP LOO 15. Other Information as Requested by FAA Specialist 0 LO 4- 0 N 0 0 E c� B-2 Packet Pg. 2323 J.3.d 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 0 U [Date] W 0 [Mr./Ms.] XXX Airport Manager CL 555 Airport Parkway Anywhere USA, US 99999 U_ Airport: Anywhere Airport AIP Grant No. X-XX-XXXX-XXX-XXXX [Project Name] Contract No. (if applicable) Change Order No. X M 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. U) The following contract items are approved in the total amount of$00 and [no I a# day] increase in contract time: CU 2 1. a� 2. c� AIP will not participate in the following contract items. Refer to the attachment for and explanation[*]: LO 1. 4- 0 N 2. The following limitations apply to this action: 2 • 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 Packet Pg. 2324 J.3.d 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, 6 c� 0 [FAA Specialist's Name] U U Notes to the FAA Specialist: 0 *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. M U) 2 CL c� 0 L_ CL LO 4- 0 cN 0 0 E c� C-2 Packet Pg. 2325 J.3.d 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 c� [Date] U U 0 Mr. [Ms.] XXX Airport Manager CL 555 Airport Parkway Anywhere USA, US 99999 U_ 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. CU • Extra work not allowable under the AIP. LO 0. • Cost of extra work is not reasonable. c� 0 0 Change Order No. X is disapproved. LO 4- 0 Note the following if you proceed with this work: N 0 • The incorporation of non-participating work items must not directly or indirectly result in additional costs to the AIP-eligible portion of the project. > 4i • Maintain separate and accurate cost accounting of the non-participating costs that will permit a third parry auditor to quickly verify proper cost allocation. E c� If you have questions,please call me at(555) 555-5555. d Sincerely, [FAA Specialist's Name] C-3 Packet Pg. 2326 ARP SOP No. 7.00 Effective Date: October 1, 2015 This page intentionally left blank. 0 u u w a 0 z M U) .2 CL 0 L- CL LO 4- 0 CN 0 E .2 0 4i E C-4 Packet Pg. 2327 J.3.d 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 0 b. Justification U U c. Reasonableness of costs 0 4. Step 4 —Initiate Correspondence for Action Taken (Approval/Partial Approval/Disapproval) 5. Step 5 —Archive Correspondence in Grant File M 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 2 CL LO 0 LO 4- 0 N 0 0 E c� D-1 Packet Pg. 2328 J.3.d SECTION 01290 PAYMENT PROCEDURES PART 1 - GENERAL 0 1.01 SUMMARY U U A. This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment. 0 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 U) 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 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 LO Payment. 0 B. Format and Content: Use the following categories as a guide to establish line items for each residence identified in the Schedule of Values. E 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 E 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 Packet Pg. 2329 J.3.d i. Hazmat Remediation 3. Identification: Include the following Project identification on the Schedule of Values: a. Project name and location. b. Name of 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 0 Applications for Payment may include materials or equipment purchased or fabricated and U stored, but not yet installed. W 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. S 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 U) A. Each Application for Payment shall be consistent with previous applications and payments as certified by 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. 0- LO 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 N 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 0 authorized to sign legal documents on behalf of Contractor. The Program Manager will return incomplete applications without action. 1. Entries shall match data on the Schedule of Values and Contractor's Construction E 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 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 Program Manager for PAYMENT PROCEDURES 01290 -2 Packet Pg. 2330 J.3.d review and comment. Following corrections from 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. t0 3. Program Manager reserves the right to designate which entities involved in the Work must U 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" 76 from every entity involved with performance of the Work covered by the application S 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) 91 U) 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. 8 3. Contractor's Construction Schedule (preliminary if not final). N 4. Products list. 5. Schedule of unit prices. 6. Submittals Schedule (preliminary if not final). 6 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 Packet Pg. 2331 J.3.d 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 Program Manager. c� 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: t0 1. Evidence of completion of Project closeout requirements. U 2. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid. a 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) 2 c� 0 LO 4- 0 N 0 0 E c� PAYMENT PROCEDURES 01290 -4 Packet Pg. 2332 0 u u w a 0 (L u- z MONROE COUNTY LIEN WAIVER FORMS U) .2 CL 0 L- CL Lo �8 CN 0 E .2 0 E .a u PAYMENT PROCEDURES 01290 - 5 1 Packet Pg. 2333 J.3.d 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: c� As part of this PARTIAL RELEASE, THAT UNDERSIGNED HEREBY CERTIFIES the following: 0 THAT the contract of the undersigned, as adjusted by all increases and decreases, is in the amount of L) $ as of the date of the Partial Release and the undersigned t) has received $ as payment on the adjusted contractamount as of the date of this Partial Release. CL 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 a 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 W Subcontractors'/Suppliers'amounts remaining due and owing on the adjusted contract balance as reflected above. a 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 2 the undersigned from any obligations under such Guarantee, Warranty, or Maintenance Agreement. c� WITNESS MY HAND THIS day of 20 CL c� Witness Name of Company CL LO 4- Witness Signature, Title 0 N 0 STATE OF: E 2 COUNTY OF: > Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ E 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 Packet Pg. 2334 J.3.d PROJECT NAME: MONROE COUNTY FINAL RELEASE OF LIEN KNOW ALL MEN BY THESE PRESENTS, that c� for and consideration of the sum of t) Dollars ($ ) W paid to by Monroe County, Florida receipt of which is hereby acknowledged, do(does) hereby release and quit 76 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 U) Witness Name of Company c� c� Witness Signature, Title L- CL LO 4- 0 STATE OF: CN 0 COUNTY OF: 6 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 c� to me or has produced (type of identification)as identification. NOTARY PUBLIC PAYMENT PROCEDURES 01290 - 7 Packet Pg. 2335 0 u u END OF SECTION 01290 w a 0 CL u- z cn U) .2 CL 0 L- CL Lo 4- 0 CN 0 E .2 0 E .a u PAYMENT PROCEDURES 01290 - 8 1 Packet Pg. 2336 J.3.d SECTION 01310 PROJECT MANAGEMENT AND COORDINATION PART 1 - GENERAL 0 1.01 SUMMARY U U A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following: 0 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 cn requirements for product selection and handling, warranties, and product substitutions. 5. Division 1 Section 01770 "Closeout Procedures"for coordinating Contract closeout. W 6. Volume 3 of 5 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications. 2 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. LO 4- B. Coordination: The Contractor and Sub-Contractors shall coordinate its operations with those of 0 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 E on each other for proper installation, connection and operation. 0 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. E 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. PROJECT MANAGEMENT 01310 - 1 AND COORDINATION Packet Pg. 2337 J.3.d 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. t0 5. Delivery and processing of submittals. 6. Progress meetings. W 7. Project closeout activities. 0 E. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. 76 1. Salvage materials and equipment involved in performance of, but not actually incorporated S 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. 0 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 Program Manager, provide copies in electronic PDF format to the - Sponsor and Program Manager and post a hardcopy of the list in Project field office. N 0 1.04 REQUIRED DOCUMENTS 0 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. PROJECT MANAGEMENT 01310 -2 AND COORDINATION Packet Pg. 2338 J.3.d 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. 0 6. Dates of Substantial Completion, Punch List completion, Final Completion and Closeout of L) each property. W 7. The required date for Final Completion for all work. a 0 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 S 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. F. Distribution: Following review by the Program Manager, print and distribute construction schedule with copies to the Program Manager, Superintendent, Subcontractors, and other parties required g to comply with scheduled dates. G. Schedule Updating: Revise the schedule after each meeting or activity, where revisions have been recognized or made. Contractor will be responsible for projecting a revised completion date for all proposal requests and potential scheduling alterations issued by Program Manager. Issue the updated schedule concurrently with report of each meeting. 0 LO 1.06 PROJECT MANAGEMENT PERSONNEL - N A. General: The Contractor shall provide and bear all costs in conjunction the following minimum project management personnel: 1. Project Manager— Project Lead 0 2. Project Superintendent—Construction Activities and Quality Control ; 3. Project Superintendent— Logistics and Planning 4. Other administrative personnel as required for proper performance of the work E c� The Contractor shall provide written resumes for the designated Project Manager, Project Superintendent - Construction Activities and Quality Control and Project Superintendent — Logistics & Planning as part of the Bid, for review and approval by the Program Manager. Once approved, project management personnel for the project shall not be changed except with the written consent of the Program Manager. All three (3) project management personnel must each be a full-time W2 employees of the Contractor, who are regularly employed by the Contractor. PROJECT MANAGEMENT 01310 - 3 AND COORDINATION Packet Pg. 2339 J.3.d Leased employees and 1099 employees are not acceptable. All three (3) project management personnel shall be in physical attendance and fully accessible at the Project site 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 Program Manager with the day, evening and cell phone numbers for each of its three (3) 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 have proven and verifiable high-rise S multi-story building construction management experience. 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 t0 manager shall be dedicated to the Project and shall be accessible at all times during the Project L) durations and available to attend all job meetings. Note that the Contractor's Project Superintendent(s) and Project Manager cannot be the same person. 13 0 C. Project Superintendent(s): The Contractor shall provide and bear all costs in conjunction with two (2)full-time on-site Project Superintendents and any necessary assistants on site during the 76 project duration, all satisfactory to the Program Manager. Both Project Superintendents shall S have proven and verifiable high-rise multi-story building construction experience. Both Project Superintendents shall be responsible for coordinating all the work of the Contractor and must refrain from performing any construction labor tasks. Both Project Superintendents shall be on- site during all construction and shall be the interface between the Program Manager and the workers. Both Project Superintendents shall direct the Contractors work crews and will be responsible for quality control. Both Project Superintendents shall attend all scheduled meetings with the 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 Program Manager any error, inconsistency or omission which it may discover, but it shall not be held responsible for their existence or discovery 1.07 PROJECT MEETINGS A. General: The Program Manager will schedule and conduct meetings and conferences at Project site office unless otherwise indicated. The Project site office is located at the construction trailer at Key West by the Sea. 0 B. The Contractor or his/her representative shall attend all scheduled Contractor meetings as listed: , 1. Pre-construction Conference. - 2. Pre-construction Meetings. N 3. Progress Meetings. 4. Process Meetings. 5. Substantial Inspection. 6 6. Final Inspection. C. Attendees: The 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 Program Manager, Contractor's Project Manager and Superintendents. 1. Agenda: All Parties shall prepare a meeting agenda for distribution prior to the job meetings to all invited attendees. 2. Minutes: The 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 Program Manager, Contractor within seven (7)working days of the meeting. PROJECT MANAGEMENT 01310 -4 AND COORDINATION Packet Pg. 2340 J.3.d D. Initial Pre-construction Conference: The Program Manager will schedule a pre-construction conference, at a time convenient to the Program Manager and Sponsor, but no later than ten (10) days after the issuance of Notice to Proceed-Permits. The conference will be held at the Project Site. The Program Manager shall conduct the meeting to review project organization, communication, responsibilities and personnel assignments. 1. Attendees: The Program Manager and his/her representatives/design consultants; The Sponsor, the Contractor (Project Manager, Superintendent); major subcontractors; 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: 0 a. Tentative overall construction schedule. W b. Critical work sequencing. 0 C. Communication procedures. d. Designation of responsible personnel. 76 e. Procedures for processing field issues and changes. LO 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. c� P. Lien Waivers. q. Construction period. r. Inspections. S. Close-out. LO 4- 3. A portion of this meeting will be used by the Program Manager to demonstrate and explain 0 N the goals of the Key West International Airport Noise Insulation Program. 4. Following this conference, the Program Manager and Contractor shall visit each unit for the purpose of taking measurements and documenting existing conditions. See 01100 > Summary 1.08D. Pre-Construction Measurement Visit. E E. Second Pre-construction Conference: The Program Manager will schedule a pre-construction conference before starting construction, at a time convenient to the Program Manager, but no later than ten (10)days after Notice to Proceed-Construction. F. The Contractor shall coordinate with the 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 to confirm that the Property Owner is prepared, and the pre- work responsibilities have been completed. The Contractor shall confirm with the Program PROJECT MANAGEMENT 01310 - 5 AND COORDINATION Packet Pg. 2341 J.3.d Manager no less than five (5) work days prior to the commencement of work at each unit that he/she is intending to begin work on the scheduled date. The Contractor and 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. 4. Property Owner access, involvement and site responsibilities. 5. The Contractor shall prepare a memorandum subject to the Sponsor's, Program Manager's and Property Owner's review and comment which outlines the above-mentioned items. 0 G. Weekly Construction Progress Meetings: Conduct construction progress meetings at weekly U intervals. Coordinate dates of meetings with reporting requirements and preparation of payment W requests. 0 1. Attendees: In addition to the Program Manager, Project Superintendents, Contractor, subcontractors; other entities concerned with current progress or involved in planning, 76 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 ,z 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 cn 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. c� 3) Deliveries. CL 4) Access. 5) Site utilization. 6) Progress cleaning. LO 4- 7) Quality and work standards. 0 N 8) Request for Information. 9) Request for Change. 10) Proposal Requests. 11) Construction Field Directives. E 12) Construction Change Directives. 13) Change Orders. 14) Documentation of information for payment requests. 15) Warranties. 16) Record Photographs. PROJECT MANAGEMENT 01310 - 6 AND COORDINATION Packet Pg. 2342 J.3.d 17) As-Built Documents. 18) Closeout status. 3. Reporting: Distribute minutes of the meeting to each party present and to parties who should have been present. Include a brief summary, in narrative form, of progress since the previous meeting and report. a. Schedule Updating: Revise 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" c) basis with the Contractor, major Subcontractors and Program Manager. When construction is t3 complete, the Contractor, Program Manager and Property Owner shall meet at the site to review work for Certification of Substantial Completion. 0 PART 2 - PRODUCTS (Not Used) 76 PART 3- EXECUTION (Not Used) END OF SECTION 01310 M U) 2 CL c� 0 L_ CL LO 4- 0 cN 0 0 E c� PROJECT MANAGEMENT 01310 - 7 AND COORDINATION Packet Pg. 2343 J.3.d SECTION 01320 CONSTRUCTION PROGRESS DOCUMENTATION PART 1 - GENERAL 0 1.01 SUMMARY U U A. This Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following: 0 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. cn 4. Division 1 Section 01400 "Quality Requirements" for submitting a schedule of tests and inspections. W 5. Division 1 Section 01770 "Closeout Procedures" for submitting digital photographs as Project Record Documents at Project closeout. 6. Volume 3 of 5 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation CU Specifications. cs 1.02 DEFINITIONS c� 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 LO time and resources. 1. Predecessor activity is an activity that must be completed before a given activity can be 0 started. `0 B. Event: The starting or ending point of an activity. C. Milestone: A key or critical point in time for reference or measurement. E c� 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 Packet Pg. 2344 J.3.d 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 Program Manager's final release or approval. c� 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. t0 1. Submit an electronic copy of schedule labeled to comply with requirements for submittals. U 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 Program Manager at the weekly job 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 g 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 0 PART 2 - PRODUCTS LO 4- 0 N 2.01 SUBMITTALS SCHEDULE 2 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 Packet Pg. 2345 J.3.d 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." t0 t3 B. Time Frame: Extend schedule from date established for the Notice to Proceed to date of Final Completion and Payment. a 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. 76 C. Activities: Treat each separate area as a separate numbered activity for each principal element E 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 Program Manager's administrative procedures necessary for certification of Substantial Completion. D. Constraints: Include constraints and work restrictions indicated in the Contract Documents and U) 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. N 2. Administrative submittals. 3. Construction measurement pre-walks. 4. Product submittals. 6 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 Packet Pg. 2346 J.3.d 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 0 Construction Schedule within ten (10) days of the Notice to Proceed. Base schedule on the U U Preliminary Construction Schedule and whatever updating and feedback was received since the start of Project. a 0 B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line. 76 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. g 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. LO C. Field Condition Reports: Immediately on discovery of a difference between field conditions and 0 the Contract Documents, prepare a detailed report. Submit with a written Request for Information N (RFI) which includes a detailed description of the differing conditions, together with recommendations for changing the Contract Documents. 0 PART 3- EXECUTION c� 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 Packet Pg. 2347 J.3.d 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 Program S 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. t0 2. When revisions are made, distribute updated schedules to the same parties and post in U 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 a activities. 76 3.02 CONSTRUCTION PHOTOGRAPHS E 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 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 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 g conditions and new construction elements which are being installed and are no longer visible after CU final trim or finish is installed. CL LO 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 Program Manager. L_ CL LO 4- 0 END OF SECTION 01320 cN 0 0 E c� PROGRESS 01320 - 5 DOCUMENTATION Packet Pg. 2348 J.3.d SECTION 01330 SUBMITTAL PROCEDURES PART 1 - GENERAL 0 1.01 SUMMARY U U A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other miscellaneous submittals. 0 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 5 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications. 1.02 DEFINITIONS A. Action Submittals: Written and graphic information that requires Program Manager's responsive W action. B. Informational Submittals: Written information that does not require Program Manager's approval. Submittals may be rejected for not complying with requirements. 1.03 SUBMITTAL PROCEDURES , c� A. General: Electronic copies of CAD Drawings of the Contract Drawings will not be provided by 0- Program Manager for Contractor's use in preparing submittals. LO 4- B. Commence the work of preparing submittals required by the Contract Documents immediately N 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 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 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 Packet Pg. 2349 J.3.d 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. 0 7. Payment Application. U 8. Request for Information. W 9. Request for Change. 10. Guarantees and Warranties. 0 11. Construction Schedule. 12. Record Drawings. 13. Record Photographs. S 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 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. W 4. No extension of the Contract Time will be authorized because of failure to transmit U) 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. cs 2. Provide a space approximately 4 x 6 inches on cover page to record Contractor's review CL and approval markings and action taken by Program Manager. , 3. Include the following information on cover page for processing and recording action taken: a. Project name. 0- b. Date. LO C. Name and address of Program Manager. d. Name and address of Contractor. N 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 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 Program Manager for review. H. Additional Copies: The Contractor shall initially submit one (1) hardcopy of each submittal and one electronic PDF copy. SUBMITTAL PROCEDURES 01330 -2 Packet Pg. 2350 J.3.d I. Transmittal: Package each initial submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. 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 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: 0 a. Project name. U b. Date. W C. Destination (To:). d. Source (From:). e. Category and type of submittal. f. Submittal purpose and description. 76 g. Submittal and transmittal distribution record. S 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 Program Manager in connection with construction. PART 2 - PRODUCTS U) 2.01 ACTION SUBMITTALS CU 2 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: c� a. Initial Submittal: Submit One (1) hard copies of each submittal and an electronic PDF copy. 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. - N 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 6 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. E 3. Mark each copy of each submittal to show which products and options are applicable. CU 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 Packet Pg. 2351 J.3.d 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 mocku ps. 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 S 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; t0 complete units of repetitively used materials; swatches showing color, texture, and pattern; U 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 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. S C. Sample source. LO 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 W approximate limits of the variations. U) b. Refer to individual Specification Sections for requirements for Samples that illustrate workmanship, fabrication techniques, and details of assembly, connections, CU operation, and similar construction characteristics. 6. Number of Samples for Verification: Submit two (2) sets of Samples. Program Manager will retain one(1)Sample set; remainder will be returned. Mark up and retain one returned CL Sample set as a Project Record Sample. , a. Submit a single Sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be 0- demonstrated. LO 7. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity. Sample sets may be used to N determine final acceptance of construction associated with each set. a. Samples not incorporated into the Work, or otherwise designated as Sponsor's property, are the property of Contractor. 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: E 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." SUBMITTAL PROCEDURES 01330 -4 Packet Pg. 2352 J.3.d 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." 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. t0 2. Number and title of related Specification Section(s) covered by subcontract. U 3. Drawing number and detail references, as appropriate, covered by subcontract. 0 2.02 INFORMATIONAL/ADMINISTRATIVE SUBMITTALS 76 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 91 names, dates and addresses, with contact names, addresses and Telephone numbers of contacts (Owners, Architects or Managers) with other information relevant to assurance of g qualifications. D. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that CL product complies with requirements. c� 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. LO F. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's 0 standard form, indicating and interpreting test results of material for compliance with N 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. E c� H. Warranty information: Prepare a Manufacturer Warranty package for Program Manager's review. The Manufacturer Warrantees shall be originals and as defined in the Technical Specifications Divisions 2-16. SUBMITTAL PROCEDURES 01330 - 5 Packet Pg. 2353 J.3.d 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." PART 3- EXECUTION 3.01 CONTRACTOR'S REVIEW A. Review each submittal and check for compliance with the Contract Documents. Note corrections 0 and field dimensions. Mark with approval stamp before submitting to Program Manager. L) t3 B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name 0 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. 76 3.02 PROGRAM MANAGER'S ACTION A. General: Program Manager will not review submittals that do not bear Contractor's approval stamp and will return them without action. B. Action Submittals: Program Manager will review each submittal, make marks to indicate corrections or modifications required, and return it. 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 U) review shall not constitute acceptance of deviations from the Drawings, Specifications, or g instructions, nor from local, state, or federal laws, nor regulations or requirements of boards, c� commissions, or departments having jurisdiction, nor approval of conditions which may involve infringement of patents. CL C. Informational Submittals: Program Manager will review each submittal and will not return it, or will reject and return it if it does not comply with requirements. Program Manager will forward 0 each submittal to appropriate party. LO D. Submittals not required by the Contract Documents will not be reviewed and may be discarded. 0 cN 0 END OF SECTION 01330 0 E c� SUBMITTAL PROCEDURES 01330 - 6 Packet Pg. 2354 J.3.d SECTION 01400 QUALITY REQUIREMENTS PART 1 - GENERAL 0 1.01 SUMMARY U U A. This Section includes administrative and procedural requirements for quality assurance and quality control. 0 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, Program Manager, or authorities having jurisdiction are not limited by provisions of this cn 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 through 16 Sections for specific test and inspection requirements. 3. Volume 3 of 5 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications. c� 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 0 construction complies with requirements. 2 B. Quality-Control Services: Tests, inspections, procedures, and related actions during and after 0 execution of the Work to evaluate that completed construction complies with requirements. > Services do not include contract enforcement activities performed by Program Manager. E 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 Packet Pg. 2355 J.3.d 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 c� 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 0 production capacity to produce required units. L) t3 B. Factory-Authorized Service Representative Qualifications: An authorized representative of 0 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. 76 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 91 similar conventions. U) 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. c� 1.05 QUALITY CONTROL 0 A. Contractor Responsibilities: Unless otherwise indicated, provide quality-control services LO specified and required by authorities having jurisdiction. 0 1. Where quality-control services are indicated as Contractor's responsibility, submit a N 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 Program Manager will engage a testing agency to conduct special tests and inspections as required by authorities. 1. Testing agency will notify 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 Program Manager with copy to Contractor and to authorities having jurisdiction. QUALITY REQUIREMENTS 01400-2 Packet Pg. 2356 J.3.d 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 S representative to inspect field-assembled components and equipment installation, including service connections. Report results in writing. 0 D. Retesting/Re-inspecting: Regardless of whether original tests or inspections were Contractor's U responsibility, provide quality-control services, including retesting and re-inspecting, for W construction that revised or replaced Work that failed to comply with requirements established a by the Contract Documents. ° E. Testing Agency Responsibilities: Cooperate with Program Manager and Contractor in 76 performance of duties. Provide qualified personnel to perform required tests and inspections. 1. Notify 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 91 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. CL 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 0- agency. LO 7. Security and protection for samples and for testing and inspecting equipment at Project site. N 0 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 6 replacing construction to accommodate testing and inspecting. 1. Schedule times for tests, inspections, obtaining samples, and similar activities. c� QUALITY REQUIREMENTS 01400-3 Packet Pg. 2357 J.3.d 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 0 these Specifications. Restore patched areas and extend restoration into adjoining areas U t3 in a manner that eliminates evidence of patching. 2. Comply with the Contract Document requirements for Division 1 Section "Cutting and 0 Patching." ° B. Protect construction exposed by or for quality-control service activities. 76 C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality-control services. END OF SECTION 01400 M U) 2 CL c� 0 L_ CL LO 4- 0 cN 0 0 E c� QUALITY REQUIREMENTS 01400-4 Packet Pg. 2358 J.3.d SECTION 01420 REFERENCES PART 1 - GENERAL 0 1.01 DEFINITIONS U U A. General: Basic Contract definitions are included in the Conditions of the Contract. 0 B. "Approved": The term "reviewed," when used to convey Program Manager's action on Contractor's submittals, applications, and requests, is limited to 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 Program Manager, requested by 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 W the construction industry that control performance of the Work. U) 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 CL 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 LO use. 0 N 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 E 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 Packet Pg. 2359 J.3.d 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. t0 U B. Publication Dates: Comply with standards in effect as of date of the Contract Documents, unless otherwise indicated. a 0 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, 76 comply with the most stringent requirement. Refer uncertainties and requirements that are different, but apparently equal, to 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 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. c� F. AAMA American Architectural Manufacturers Association www.aamanet.org LO AIA American Institute of Architects (The) N www.aiaonline.org 2 AITC American Institute of Timber Construction 0 ALSC American Lumber Standard Committee E 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 Packet Pg. 2360 J.3.d 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 0 www.cellulose.org U U CSI Construction Specifications Institute (The) www.csinet.org CSSB Cedar Shake & Shingle Bureau 76 www.cedarbureau.org S LO 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) CU IGCC Insulating Glass Certification Council www.igcc.org LSGA Laminated Safety Glass Association , (See GANA) 0 NeLMA Northeastern Lumber Manufacturers'Association LO www.nelma.org 0 N NFRC National Fenestration Rating Council www.nfrc.org E 6 NGA National Glass Association > www.glass.org E NHLA National Hardwood Lumber Association c� www.natlhardwood.org NLGA National Lumber Grades Authority www.nlga.org NWWDA National Wood Window and Door Association (See WDMA) REFERENCES 01420 - 3 Packet Pg. 2361 J.3.d SGCC Safety Glazing Certification Council www.sgcc.org SIGMA Sealed Insulating Glass Manufacturers Association www.sigmaonline.org/sigma SMA Screen Manufacturers Association c� UL Underwriters Laboratories Inc. www.u l.com 0 U WCLIB West Coast Lumber Inspection Bureau W www.wclib.org 0 WDMA Window& Door Manufacturers Association (Formerly: NWWDA - National Wood Window and Door 76 Association) S 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. 2 FBC Florida Building Commission www.floridabuilding.org ICC International Code Council 0- www.iccsafe.org LO 4- 0 N 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 0 addresses are subject to change and are believed to be accurate and up-to-date as of the date .. of the Contract Documents. c� CFR Code of Federal Regulations www.a ccess.g po.gov/n a ra/cf r CPSC Consumer Product Safety Commission www.cpsc.gov REFERENCES 01420 -4 Packet Pg. 2362 J.3.d 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 0 FAA Federal Aviation Administration U Department of Transportation w www.faa.gov 0 FED-STD Federal Standard (See FS) 76 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 w U) PART 2 - PRODUCTS (Not Used) 2 PART 3- EXECUTION (Not Used) CL c� END OF SECTION 01420 L- CL LO 4- 0 cN 0 0 E c� REFERENCES 01420 - 5 Packet Pg. 2363 J.3.d SECTION 01500 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 0 1.01 SUMMARY U U A. This Section includes requirements for temporary facilities and controls, including temporary utilities, support facilities, and security and protection facilities. 0 B. Support facilities include, but are not limited to, the following: 1. Project identification and temporary signs. 2. Field offices. 3. Storage Trailers. 4. Portable Toilet Facilities, 5. Temporary Fencing. 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 5 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation + Specifications. U) 1.02 USE CHARGES A. General: Cost or use charges for temporary facilities are not chargeable to Sponsor or 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: CL 1. Sponsor's construction forces. , 2. Occupants of Project. 3. Program Manager. 4. Testing agencies. 5. Personnel of authorities having jurisdiction. ` 0 N 0 1.03 QUALITY ASSURANCE E 2 0 A. Standards: Comply with ANSI A10.6, NECA's "Temporary Electrical Facilities," and NFPA 241. > E 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 Packet Pg. 2364 J.3.d PART 2 - PRODUCTS 2.01 MATERIALS A. Not Used 2.02 EQUIPMENT A. General: Provide equipment suitable for use intended. 0 t3 t3 B. Field Offices: As deemed necessary by the Program Manager, the Contractor shall provide a field office with close proximity to the work under this Contract. Field office shall be an air- 0 conditioned space with toilet and telephone facilities available for use. Field office shall be available to Sponsor, Program Manager for meetings or as required to supervise and/or facilitate work of the Contract. Contractor shall provide work space for the Program Manager at the field 76 office. This shall include, but not be limited to: desk or work table, file cabinet, access printing/copying/scanning machine, and telephone. 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. D. Drinking-Water Fixtures: Drinking-water fountains, including paper cup supply. PART 3- EXECUTION U) 3.01 INSTALLATION, GENERAL A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. c� 0 3.02 SUPPORT FACILITIES INSTALLATION LO 4- A. General: Comply with the following: 0 1. Locate field offices, storage sheds, sanitary facilities, and other temporary construction and `0 support facilities in locations as approved by the Program Manager. 2. Provide incombustible construction for offices, shops, and sheds located within construction area or within 30 feet of building lines. Comply with NFPA 241. > 3. 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 TEMPORARY FACILITIES 01500 -2 Packet Pg. 2365 J.3.d information for on-site waste storage and separation of recyclable materials. Provide information on destination of each type of waste material and means to be used to dispose of all waste materials. C. Common-Use Field Office: Provide an insulated, weathertight, air-conditioned field office for use as a common facility by all personnel engaged in construction activities; of sufficient size to accommodate required office personnel and meetings. Keep office clean and orderly. 1. Furnish and equip offices as follows: a. Desk and four chairs, four-drawer file cabinet, a plan table, a plan rack, and bookcase. b. Water cooler. 0 2. Construct framing, sheathing, and siding using fire-retardant-treated lumber and plywood. L) 3. Paint exposed lumber and plywood with exterior-grade acrylic-latex emulsion over exterior W primer. Paint interior walls with two coats of interior latex-flat wall paint. a 4. Provide resilient floor covering and painted gypsum wallboard walls and acoustical ceiling. ° Provide operable windows with adjustable blinds and insect screens. 5. Provide fluorescent light fixtures capable of maintaining average illumination of 20 fc at desk height. Provide 110- to 120-V duplex outlets spaced at not more than 12-foot intervals, 1 per wall in each room. D. Portable Toilets Facilities for Workers: Erect temporary fencing to screen portable toilets from view of Property Owners. Service regularly to prevent nuisance odors and sanitation issues., E. Storage: This Contractor shall not store materials inside any of the properties. The Contractor shall provide on-site storage container(s),at designated areas on the Project site. 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 need for its service has endedCL 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. , The Sponsor or Program Manager reserve the right to take possession of Project - identification signs. N 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." 6 END OF SECTION 01500 E c� TEMPORARY FACILITIES 01500 - 3 Packet Pg. 2366 J.3.d SECTION 01600 PRODUCT REQUIREMENTS PART 1 - GENERAL 0 1.01 SUMMARY U U A. This Section includes the following administrative and procedural requirements: Selection of products for use in Project; product delivery, storage, and handling; manufacturers' standard 0 warranties on products; special warranties; product substitutions; and comparable products. 76 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 5 - 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," g "equipment," "system," and terms of similar intent. 1. Named Products: Items identified by manufacturer's product name, including make or CU cU 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 LO 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 0 other characteristics that equal or exceed those of specified product. B. Substitutions: Changes in products, materials, equipment, and methods of construction from 6 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. c� 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 Packet Pg. 2367 J.3.d 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. t0 d. Manufacturer's name and address. e. Supplier's name and address. W f. Projected delivery date or time span of delivery period. a 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. 76 a. At Contractor's option, initial submittal may be limited to product selections and E 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. Program Manager's Action: Program Manager will respond in writing to Contractor within fifteen (15) days of receipt of completed product list. Program Manager's response will include a list of unacceptable product selections and a brief explanation of reasons for this action. 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 U) and title and Drawing numbers and titles. a 1. Substitution Request Form: Use CSI Form 13.1A. 2. Documentation: Show compliance with requirements for substitutions and the following, as applicable: cs 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. 0- C. Product Data, including drawings and descriptions of products and fabrication and LO installation procedures. - d. Samples, where applicable or requested. N 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. E 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 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 Packet Pg. 2368 J.3.d 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. 3. Program Manager's Action: If necessary, Program Manager will request additional information or documentation for evaluation within one (1)week of receipt of a request for substitution. 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 Program Manager cannot make a decision on use of a proposed substitution within time allocated. 0 t3 t3 1.04 QUALITY ASSURANCE a 0 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 76 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. 91 3. Inspect products on delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected. g 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. c� B. Storage: Provide a secure location and enclosure at Project site for storage of materials and equipment by construction forces. Coordinate location with Program Manager. LO 4- 0 1.06 PRODUCT WARRANTIES N 0 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 0 product warranties do not relieve Contractor of obligations under requirements of the Contract ; Documents. E 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 Packet Pg. 2369 J.3.d 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 0 for a complete installation and indicated use and effect. L) t3 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 0 successfully in similar situations on other projects. 3. The Sponsor and Program Manager reserve the right to limit selection to products with warranties not in conflict with requirements of the Contract Documents. 76 4. Where products are accompanied by the term "as selected," Program Manager will make selection. 5. Where products are accompanied by the term "match sample," sample to be matched is 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 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. CL 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. - N 0 2.02 PRODUCT SUBSTITUTIONS 6 A. Timing: 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 discretion of Program Manager. c� B. Conditions: Program Manager will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, 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. 2. Substitution request is fully documented and properly submitted. PRODUCT REQUIREMENTS 01600 -4 Packet Pg. 2370 J.3.d 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 E c� 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: t0 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. a 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 sponsor's, if requested. 5. Samples, if requested. PART 3- EXECUTION (Not Used) END OF SECTION 01600 U) 2 CL c� 0 L- CL LO 4- 0 cN 0 0 E c� PRODUCT REQUIREMENTS 01600 - 5 Packet Pg. 2371 J.3.d SECTION 01700 EXECUTION REQUIREMENTS PART 1 - GENERAL 0 1.01 SUMMARY U U A. This Section includes general procedural requirements governing execution of the Work including, but not limited to, the following: 0 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 5 - 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 0- of the work to provide a complete and operable system. No allowances shall subsequently be LO 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. N 0 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. E 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 Packet Pg. 2372 J.3.d 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 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 t0 the Work are indicated to fit to other construction, verify dimensions of other construction by field U measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work. 0 C. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings. Refer to Section 1140-1.05 for "Designated Furniture Storage 76 Sketch"for each unit by Program Manager. D. 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 Program Manager. Include a detailed description of problem encountered, together with recommendations for changing the Contract Documents. Submit requests on AIA Form, "Request for Information." 3.03 INSTALLATION A. General: Locate the Work and components of the Work accurate)p y, 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. g 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� 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. LO D. Conduct construction operations so no part of the Work is subjected to damaging operations or 0 loading in excess of that expected during normal conditions of occupancy. N 0 E. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels. 0 E c� EXECUTION REQUIREMENTS 01700 -2 Packet Pg. 2373 J.3.d F. 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 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. 0 H. Hazardous Materials: Use products, cleaners, and installation materials that are not considered L) hazardous. W 0 3.04 PROGRESS 76 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 CU damage and deterioration at time of Substantial Completion. c� CL 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. LO G. Waste Disposal: Legally dispose of all waste materials off-site. Burying or burning waste 0 materials on-site will not be permitted. Washing waste materials down sewers or into waterways N will not be permitted. E 2 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. EXECUTION REQUIREMENTS 01700 -3 Packet Pg. 2374 J.3.d 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. 0 Comply with requirements in Division 1 Section 01731 "Cutting and Patching." L) t3 1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. 0 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 M U) 2 CL c� 0 L- CL LO 4- 0 cN 0 0 E c� EXECUTION REQUIREMENTS 01700 -4 Packet Pg. 2375 J.3.d SECTION 01731 CUTTING AND PATCHING PART 1 - GENERAL 0 1.01 SUMMARY U U A. This Section includes procedural requirements for cutting and patching. 0 B. Related Sections include the following: 1. Divisions 2 through 16 Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work. S 2. Volume 3 of 5 - 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. U) 1.03 SUBMITTALS A. Cutting and Patching Proposal: Submit a proposal describing procedures at least ten (10)days before the time cutting and patching will be performed, requesting approval to proceed. Include the following information: 1. Extent: Describe cutting and patching, show how they will be performed, and indicate why , they cannot be avoided. 2. Changes to Existing Construction: Describe anticipated results. Include changes to 0- structural elements and operating components as well as changes in building's appearance LO and other significant visual elements. 3. Products: List products to be used and firms or entities that will perform the Work. N 4. Dates: Indicate when cutting and patching will be performed. 5. Utilities: List utilities that cutting and patching procedures will disturb or affect. List utilities that will be relocated and those that will be temporarily out of service. Indicate how long 0 service will be disrupted. 6. Program Manager's Approval: Obtain approval of cutting and patching proposal before cutting and patching. Approval does not waive right to later require removal and E replacement of unsatisfactory work. 1.04 QUALITY ASSURANCE A. Structural Elements: Do not alter or cut structural elements without specific engineering approval provided by the Program Manager. CUTTING AND PATCHING 01731 - 1 Packet Pg. 2376 J.3.d 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 t0 aesthetic qualities. Remove and replace construction that has been cut and patched in a visually U unsatisfactory manner. 0 E. Cutting and Patching Conference: Before proceeding, meet at Project site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before 76 proceeding. 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. c� PART 3- EXECUTION c� 3.01 EXAMINATION c� 0 A. Examine surfaces to be cut and patched and conditions under which cutting and patching are to be performed. LO 1. Compatibility: Before patching, verify compatibility with and suitability of substrates, 0 including compatibility with existing finishes or primers. N 2. Proceed with installation only after unsafe or unsatisfactory conditions have been corrected. 0 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. CUTTING AND PATCHING 01731 -2 Packet Pg. 2377 J.3.d 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, and water spray. 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. 0 3.03 PERFORMANCE U U A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and 0 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 76 condition. B. Cutting: Cut existing construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, 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. a 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. CL 5. Proceed with patching after construction operations requiring cutting are complete. c� C. Patching: Patch construction b fillip repairing, refinishin closing u and similar operations Y 9, 9, 9 p, p following performance of other Work. Patch with durable seams that are as invisible as possible. LO Provide materials and comply with installation requirements specified in other Sections of these 0 Specifications. N 0 1. Inspection: E 2 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. CUTTING AND PATCHING 01731 - 3 Packet Pg. 2378 J.3.d 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 S 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 t0 Contractor at his/her own expense, all to the satisfaction of the Program Manager. U Following the removal of scaffolding and/or vertical lift stations, the Contractor shall patch and paint all surfaces disturbed by the scaffolding. Patched areas shall match existing 0 adjacent surfaces and shall not be visually discernable from adjacent surfaces. 5. Existing Electrical Items at New Wall/Ceiling Modifications: 76 Where a new wall or ceiling modification (or vertical/horizontal duct enclosure) is being ,- LO 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 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. g 7. Existing Floor Finishes-Cut Back/Protect at New Wall/Door Modifications: c� Where a new door is to be installed, the existing carpeting and/or pad, or other floor finish CL 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. LO 8. New Ductwork Penetrations: - At New, Wall, or Ceiling Ductwork Openings, the floor,wall and/or ceiling finish affected by `0 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. c� 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: CUTTING AND PATCHING 01731 -4 Packet Pg. 2379 J.3.d 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 S 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. t) Fit masonry units into bonding and coursing pattern. Mortar joint width and color to match t3 existing. 13. New Windows/Doors- Remove and Reinstall Items: 0 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 U- LO safe reinstallation. 14. New Ceilings- Extend Electrical Items: 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, g Sand, Prime and Paint new surfaces to receive specialty finishes to be installed by CU others. CL c� END OF SECTION 01731 L- CL LO 4- 0 cN 0 0 E c� CUTTING AND PATCHING 01731 - 5 Packet Pg. 2380 J.3.d SECTION 01732 SELECTIVE DEMOLITION PART 1 - GENERAL 0 1.01 SUMMARY U U A. This Section includes the following: 1. Demolition and removal of selected portions of a building or structure. 0 B. Related Sections include the following: 1. Division 1 Section 01100 "Summary"for use of the premises and phasing requirements. 2. Division 1 Section 01140 "Work Restrictions"for restrictions on use of the premises due to Owner or tenant occupancy. 3. Division 1 Section 01500 "Temporary Facilities and Controls" for temporary construction and environmental-protection measures for selective demolition operations. 4. Division 1 Section 01731 "Cutting and Patching" for cutting and patching procedures for selective demolition operations. 5. Division 15 Sections for demolishing, cutting, patching, or relocating mechanical items. 6. Division 16 Sections for demolishing, cutting, patching, or relocating electrical items. 7. Volume 3 of 5 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications. cn 1.02 DEFINITIONS U) A. Remove: Detach items from existing construction and legally dispose of them off-site, unless indicated to be removed and salvaged or removed and reinstalled. 1.03 MATERIALS OWNERSHIP , c� A. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain Property Owner's property, demolished materials shall become Contractor's property LO and shall be taken away from the Property on the same day they are removed. Removed items shall have no salvage value and shall be carefully removed and turned over to the Property N Owner when specifically requested by the Program Manager. 0 1.04 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. B. Proposed Dust-Control and Noise-Control Measures: Submit drawing of each unit that clearly indicates the measures proposed for use, proposed locations of containment areas, and areas for storage of Property Owner's personal items and furniture to remain within the unit. C. Schedule of Selective Demolition Activities: Indicate the following: SELECTIVE DEMOLITION 01732 - 1 Packet Pg. 2381 J.3.d 1. Detailed sequence of selective demolition and removal work,with starting and ending dates for each activity. Ensure Property Owner's on-site operations are uninterrupted. 2. Interruption of utility services. 3. Coordination for shutoff, capping, and continuation of utility services. 1.05 QUALITY ASSURANCE A. Demolition Firm Qualifications: An experienced firm that has specialized in demolition work similar in material and extent to that indicated for this Project. 0 B. Regulatory Requirements: Comply with governing EPA notification regulations before beginning L) 9 Y q pY 9 9 9 9 9 L) selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. 0 C. Standards: Comply with ANSI A10.6 and NFPA 241. D. Pre-demolition Conference: Conduct conference at Project site to comply with requirements in Division 1 Section 01310 "Project Management and Coordination." Review methods and procedures related to selective demolition including, but not limited to, the following: 1. Inspect and discuss condition of construction to be selectively demolished. 2. Review structural load limitations of existing structure. 3. Review and finalize selective demolition schedule and verify availability of materials, demolition personnel, equipment, and facilities needed to make progress and avoid delays. 4. Review requirements of work performed by other trades that rely on substrates exposed by selective demolition operations. M 1.06 PROJECT CONDITIONS A. Adjacent properties Adjacent Property Owners will occupy portions of building immediately U)� adjacent to selective demolition area. Conduct selective demolition so adjacent Property Owner's g operations will not be disrupted. Provide not less than 72 hours' notice through the Program Manager of activities that will affect Property Owner's operations. c� CL B. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. 1. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from authorities having jurisdiction. 0 C. Property Owner assumes no responsibility for condition of areas to be selectively demolished. LO 1. Conditions existing at time of Field Measurement Visit will be maintained by Property 0 Owner as far as practical. N 2. If materials suspected of containing hazardous materials are encountered, do not disturb; E immediately notify Program Manager. 0 D. Storage or sale of removed items or materials on-site will not be permitted. E. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations. 1. Maintain fire-protection facilities in service during selective demolition operations. SELECTIVE DEMOLITION 01732 -2 Packet Pg. 2382 J.3.d PART 2 - PRODUCTS (Not Used) PART 3- EXECUTION 3.01 EXAMINATION A. Verify that utilities have been disconnected and capped. B. Survey existing conditions and correlate with requirements indicated to determine extent of 0 U selective demolition required. U C. When unanticipated mechanical, electrical, or structural elements that conflict with intended 0 function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to Program Manager. 76 D. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities. 3.02 UTILITY SERVICES A. Existing Utilities: Maintain services indicated to remain and protect them against damage during selective demolition operations. B. Do not interrupt existing utilities serving occupied or operating facilities unless authorized in , writing by Program Manager and authorities having jurisdiction. Provide temporary services during interruptions to existing utilities, as acceptable to Property Owner and to authorities having >- jurisdiction. 9' 1. Provide at least 72 hours' notice to Program Manager and Property Owner if shutdown of service is required during changeover. g CU C. Utility Requirements: Refer to Division 15 and 16 Sections for shutting off, disconnecting, removing, and sealing or capping utilities. Do not start selective demolition work until utility CL disconnecting and sealing have been completed and verified in writing. c� 0 3.03 PREPARATION LO A. Dangerous Materials: Drain, purge, or otherwise remove, collect, and dispose of chemicals, 0 gases, explosives, acids, flammables, or other dangerous materials before proceeding with N 0 selective demolition operations. 0 B. Temporary Facilities: Provide temporary barricades and other protection required to prevent > injury to people and damage to adjacent buildings and facilities to remain. 1. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building. 2. Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new construction, to prevent water leakage and damage to structure and interior areas. 3. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are exposed during selective demolition operations. 4. Cover and protect furniture, furnishings, and equipment that have not been removed. SELECTIVE DEMOLITION 01732 - 3 Packet Pg. 2383 J.3.d 3.04 POLLUTION CONTROLS A. Dust Control: Use water mist, temporary enclosures, and other suitable methods to limit spread of dust and dirt. Comply with governing environmental-protection regulations. 1. Do not use water when it may damage existing construction or create hazardous or objectionable conditions, such as ice, flooding, and pollution. 2. Wet mop floors to eliminate trackable dirt and wipe down walls and doors of demolition enclosure. Vacuum carpeted areas. c� B. Disposal: Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. t 1. Remove debris from elevated portions of building by chute, hoist, or other device that will L) convey debris to grade level in a controlled descent. C. Cleaning: Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began. 76 3.05 SELECTIVE DEMOLITION A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows: 1. Proceed with selective demolition systematically, from higher to lower level. Complete selective demolition operations above each floor or tier before disturbing supporting members on the next lower level. 2. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand >_ tools or small power tools designed for sawing or grinding, not hammering and chopping, 91 to minimize disturbance of adjacent surfaces. Temporarily cover openings to remain. 3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring g existing finished surfaces. 4. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain fire watch and portable fire-suppression devices during flame-cutting operations. 5. Maintain adequate ventilation when using cutting torches. 6. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site. , 7. Remove structural framing members and lower to ground by method suitable to avoid free - fall and to prevent ground impact or dust generation. N 8. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. 9. Dispose of demolished items and materials promptly. 0 10. Return elements of construction and surfaces that are to remain to condition existing before selective demolition operations began. c� 3.06 DISPOSAL OF DEMOLISHED MATERIALS A. General: Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on-site. B. Burning: Do not burn demolished materials. SELECTIVE DEMOLITION 01732 -4 Packet Pg. 2384 | C. Disposal: Legally dispose uf all waste materials offsite-ina safe and legal manner. END OF SECTION O17D2 CL z cn CL CL LO � w SELECTIVE DEMOLITION 01732 - 5 J.3.d SECTION 01770 CLOSEOUT PROCEDURES PART 1 - GENERAL 0 1.01 SUMMARY U U 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 0 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. cn 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 5 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications. .2 2 1.02 SUBMITTALS A. Submit samples of operating and maintenance and warranty packets for Program Manager's review. 0- LO 4- 1.03 SUBSTANTIAL COMPLETION 0 N 0 A. The Contractor is required to provide thorough inspection and oversight of the completed work E prior to the request for the Substantial Completion (punch-list)inspection. The 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 Program Manager, it is Substantially Complete. The Program Manager will attach a Punch List E 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 Program Manager that this work be permitted to extend beyond the date required for Final Completion. Should the 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 Packet Pg. 2386 J.3.d 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 0 list, and reasons why the Work is not complete. U U C. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, Program Manager will either proceed with inspection or notify Contractor of unfulfilled requirements. 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 Program Manager, which must be completed or corrected before certificate will be issued. S 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 91 the Final Completion inspection. U) 2. Submit certified copy of Program Manager's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by 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 0- similar documents. LO 6. Provide a copy of the record drawings to the Program Manager for review at or prior to the final inspection. N 7. Instruct Property Owner in operation, adjustment, and maintenance of products, equipment, and systems. 8. Submit complete Property Owner Warranty Manual, containing General Contractors 0 warranty and warranties for all installed products, to Construction Manager pursuant to .. Section 1770-1.07C "Warranties" B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, Program Manager will either proceed with inspection or notify Contractor of unfulfilled requirements. 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. CLOSEOUT PROCEDURES 01770 -2 Packet Pg. 2387 J.3.d 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. Bind warranties and bonds in heavy-duty, loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 8-1/2-by-1 1-inch paper. 0 2. Provide heavy paper dividers with plastic-covered tabs for each separate warranty. Mark L) t3 tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name, address, and telephone a number of Installer. 3. Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project name, and name of Contractor. B. Provide additional copies of each warranty to include in operation and maintenance manuals. C. Proposed guarantee and warranty documents must be submitted to the Program Manager for review and approval with other required submittals prior to commencement of construction. D. 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. E. The Contractor shall furnish a written warranty for installation of said work for a period of one (1) year from date of final acceptance. F. The Contractor shall furnish a warranty plan to the Program Manager for review that indicates the procedure for warranty resolution. This plan shall indicate the contact with statement regarding g a minimum time period for response and the resolution of issues. CU G. All guarantees and warranties required in the various sections of the specifications which originate CL with a Subcontractor or Manufacturer must be delivered to the 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 Program Manager, the Contractor should submit, in duplicate, a package of requested guarantees and warranties for each Property. The warranty LO packages will include product descriptions, operation and maintenance information suitable for 0 the Property Owners. All of the aforementioned submittals shall be originals as provided by the N manufacturer. Photocopies will not be accepted. 0 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. C. Contractor's contact person. d. Identification of scope and time period of warranties. CLOSEOUT PROCEDURES 01770 - 3 Packet Pg. 2388 J.3.d 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: 0 a. Manufacturer's information, including list of spare parts. U b. Name, address, and telephone number of Installer or supplier. W 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. 76 g. Copies of manufacturer's warranties and bonds. S PART 2 - PRODUCTS 2.01 MATERIALS A. Cleaning Agents: Use cleaning materials and agents recommended by 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 c� 3.01 FINAL CLEANING c� A. General: Conduct cleaning and waste-removal operations to comply with local laws and ordinances and federal and local environmental and anti-pollution regulations. 0 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 condition expected in an average LO commercial building cleaning and maintenance program. Comply with manufacturer's written 0 instructions. cN 1. Complete the following cleaning operations before requesting inspection for certification of E 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. E 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 weathering of exterior surfaces. Restore reflective surfaces to their original condition. CLOSEOUT PROCEDURES 01770 -4 Packet Pg. 2389 J.3.d e. Clean all floors, walls, countertops, cabinets, window/door areas, fixed kitchen counters, bathrooms, bedrooms, cabinets and appliances. 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. Replace chipped or broken glass and other damaged transparent materials. Polish mirrors and glass, taking care not to scratch surfaces. 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 0 that already show evidence of repair or restoration. L) 1) Do not paint over"UL" and similar labels, including mechanical and electrical W nameplates. j. Leave Project Site clean and ready for Property Owner use. C. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or 76 excess materials on property. Do not discharge volatile, harmful, or dangerous materials into S 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 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 U) 2 CL c� 0 L- CL LO 4- 0 cN 0 0 E c� CLOSEOUT PROCEDURES 01770 - 5 Packet Pg. 2390 J.3.d SECTION 01781 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 0 1.01 SUMMARY U U A. This Section includes administrative and procedural requirements for Project Record Documents, including the following: 0 1. Record Drawings. 76 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 5-Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications. 1.02 SUBMITTALS U) 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 of all change directives at, or prior to the final inspection. The Program Manager will review, initial and date each drawing and request corrections, additional information and advise if the quality of drafting is acceptable. LO The Program Manager will retain one (1) copy and the Contractor will make 0 corrections to be resubmitted. N 0 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 Program Manager at the end of the project. E c� PROJECT RECORD 01781 - 1 DOCUMENTS Packet Pg. 2391 J.3.d 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, s,�,ubcontractor, or similar entity, to prepare the marked-up Record Prints. a. Give particular attention to information on concealed elements that would be difficult U to identify or measure and record later. U b. Accurately record information in an understandable drawing technique. a 0 C. Record data as soon as possible and provide an annotated set for the Program Manager's use at the final inspection. 2. Content: Types of items requiring marking include, but are not limited to, the following: E 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 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 U) categories of the Work at the same location. a 5. Mark important additional information that was either shown schematically or omitted from original Drawings. c� 6. Note Construction Change Directive numbers,Alternate numbers,Change Order numbers, CL and similar identification, where applicable. , c� B. Format: Identifyand date each Record Drawing; include the designation "PROJECT RECORD 9� 9 DRAWING" in a prominent location. LO 1. Record Prints: Organize Record Prints and newly prepared Record Drawings into 0 manageable sets. Bind each set with durable paper cover sheets. Include identification N on cover sheets. E 2. Identification: As follows: a. Project name. > b. Date. C. Designation "PROJECT RECORD DRAWINGS." d. Name of Program Manager. E e. Name of Contractor. PROJECT RECORD 01781 -2 DOCUMENTS Packet Pg. 2392 J.3.d 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 E c� 3.01 RECORDING AND MAINTENANCE 0 t3 t3 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 0 occur; do not wait until the end of Project. B. Maintenance of Record Documents and Samples: Store Record Documents and Samples in the 76 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 Program Manager's reference during normal working hours. END OF SECTION 01781 M U) 2 CL c� 0 L- CL LO 4- 0 c� 0 E c� PROJECT RECORD 01781 - 3 DOCUMENTS Packet Pg. 2393 J.3.d SECTION 03301 MISCELLANEOUS CONCRETE PART 1 - GENERAL 0 1.01 SUMMARY U U A. This Section specifies miscellaneous concrete, including reinforcement, concrete materials, mixture design, placement procedures, and finishes. 0 76 1.02 RELATED SECTIONS E A. Related Sections include the following: 1. Volume 3 of 5 - 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. U) 1.04 QUALITY ASSURANCE 2 A. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products complying with ASTM C 94 requirements for production facilities and equipment. c� PART 2 - PRODUCTS LO 4- 0 2.01 STEEL REINFORCEMENT N 0 A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (Grade 420), deformed. 6 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 Packet Pg. 2394 J.3.d 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 0 7 days 5000 psi U U 28 days 6000 psi 0 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 U) 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. CL 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. LO 4- E. Dampen with clean water before patching and remove standing water. N 0 2 3.03 APPLICATION: 0 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 Packet Pg. 2395 J.3.d 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 c� END OF SECTION 03301 0 U U 0 CL U) 2 CL c� 0 L- CL LO 4- 0 cN 0 0 E c� MISCELLANEOUS 03301 - 3 CONCRETE Packet Pg. 2396 J.3.d SECTION 04810 UNIT MASONRY ASSEMBLIES PART 1 - GENERAL 0 1.01 SUMMARY U U A. This Section includes unit masonry assemblies consisting of the following: 1. Concrete masonry units. 0 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 5 - 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 U) 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." 0 L- C. Material Test Reports: From a qualified testing agency indicating and interpreting test results of LO the following for compliance with requirements indicated: 1. Each type of masonry unit required. N 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 c� 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 Packet Pg. 2397 J.3.d 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. B. Store aggregates where grading and other required characteristics can be maintained and contamination avoided. c� 1.06 PROJECT CONDITIONS 0 A. Protection of Masonry: During construction, cover tops of walls, projections, and sills with U t3 waterproof sheeting at end of each day's work. Cover partially completed masonry when construction is not in progress. 0 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. U) PART 2 - PRODUCTS g 2 2.01 CONCRETE MASONRY UNITS A. Concrete Masonry Units: ASTM C 90 and as follows: 1. Weight Classification: Normal weight. 0 2. Provide Type II, non-moisture-controlled units. 3. Size (Width): Manufactured to the following dimensions: LO a. 8 inches nominal; 7-5/8 inches actual. 0 4. Exposed Faces: Manufacturer's standard color and texture, unless otherwise indicated. N a. Where units are to receive a direct application of plaster, provide textured-face units made with gap-graded aggregates. 0 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. UNIT MASONRY 04810 -2 ASSEMBLIES Packet Pg. 2398 J.3.d D. Water: Potable. 2.03 REINFORCING STEEL A. Uncoated Steel Reinforcing Bars: ASTM A 615/A 615M or ASTM A 996/A 996M, Grade 60 (Grade 420). c� 2.04 MASONRY CLEANERS 0 U A. Job-Mixed Detergent Solution: Solution of 1/2-cup dry measure tetrasodium polyphosphate and U 1/2-cup dry measure laundry detergent dissolved in 1 gal. of water. 0 2.05 MORTAR AND GROUT MIXES 76 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. c� PART 3- EXECUTION c� 3.01 EXAMINATION s 0 A. Examine conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of Work. LO 1. For the record, prepare written report, endorsed by Installer, listing conditions detrimental 0 to performance of Work. N 0 2. Verify that reinforcing dowels are properly placed. 3. Proceed with installation only after unsatisfactory conditions have been corrected. 0 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 Packet Pg. 2399 J.3.d 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. 0 U 3.04 MORTAR BEDDING AND JOINTING W 0 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 of ACI 530.1/ASCE 6/TMS 602. U) B. Install galvanized steel masonry ties anchored to existing structure at each course. CU 3.06 MASONRY WASTE DISPOSAL c� A. Recycling: Unless otherwise indicated, excess masonry materials are Contractor's property. At completion of unit masonry work, remove from Project site. CL LO 4- 0 END OF SECTION 04810 CN 0 E c� UNIT MASONRY 04810 -4 ASSEMBLIES Packet Pg. 2400 J.3.d SECTION 06100 ROUGH CARPENTRY PART 1 - GENERAL 0 1.01 SUMMARY U U 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 0 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 76 under this Section also includes all miscellaneous framing, blocking, fastening and all other a 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 cn reasonably implied by same. C. This Section includes the following: 1. Wood blocking, bucks and hailers. D. Related Sections include the following: CU 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 5 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications. LO 4- 0 1.02 DEFINITIONS 2 A. Rough Carpentry: Carpentry work not specified in other Sections and not exposed, unless 0 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 Packet Pg. 2401 J.3.d 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 S 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. t0 3. Include copies of warranties from chemical treatment manufacturers for each type of L) treatment. 0 1.04 DELIVERY, STORAGE, AND HANDLING 76 A. Stack lumber, plywood, and other panels; place spacers between each bundle to provide air E 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 U) sizes for dry lumber. g 3. Provide dressed lumber, S4S, unless otherwise indicated. CU 4. Provide dry lumber with 19 percent maximum moisture content at time of dressing for 2- inch nominal thickness or less, unless otherwise indicated. c� 0 LO 4- 0 N 0 0 E c� ROUGH CARPENTRY 06100-2 Packet Pg. 2402 J.3.d 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). t0 b. Ammoniacal, or amine, copper quaternary (ACQ). U 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 76 percent for plywood. Do not use material that is warped or does not comply with requirements for untreated material. 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 c� 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. LO 4- 0 N 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. (ASME B18.2.3.8M). ROUGH CARPENTRY 06100-3 Packet Pg. 2403 J.3.d 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 t0 ASTM F 594, Alloy Group 1 or 2 (ASTM F 738M and ASTM F 836M, Grade Al or A4). U PART 3- EXECUTION 3.01 INSTALLATION, GENERAL E 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, hailers, 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. U) 3.02 WOOD GROUND, SLEEPER, BLOCKING, AND NAILER INSTALLATION g CU c� 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. c� B. Attach items to substrates to support applied loading. Recess bolts and nuts flush with 0 surfaces, unless otherwise indicated. LO C. Provide permanent grounds of dressed, pressure-preservative-treated, key-beveled lumber not 0 less than 1-1/2 inches wide and of thickness required to bring face of ground to exact thickness N of finish material. Remove temporary grounds when no longer required. 0 END OF SECTION 06100 c� ROUGH CARPENTRY 06100-4 Packet Pg. 2404 J.3.d SECTION 06200 FINISH CARPENTRY PART 1 - GENERAL 0 1.01 SUMMARY t3 t3 A. This Section includes the following: 1. Exterior standing and running trim. 0 2. Interior standing and running trim. 76 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 5 - 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. U) 3. RIS- Redwood Inspection Service. a 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. c� 1.03 SUBMITTALS LO 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. N 0 B. Wood Treatment: Wood treatment applicator's certification that moisture content of treated lumber meets specified levels. 1.04 DELIVERY, STORAGE, AND HANDLING c� 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 Packet Pg. 2405 J.3.d 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 c� 2.01 MATERIALS 0 U A. General: Provide materials that comply with requirements of the AWI quality standard for each U 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 0 characteristics indicated: B. Moisture Content: Condition wood for interior use prior to installation to moisture content of 8 76 - a 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. c� 2.03 MISCELLANEOUS MATERIALS s 0 A. Fasteners, Exterior: Provide stainless steel nails in sufficient length to penetrate minimum of 1- 1/2 inches into substrate. LO 4- 0 B. Fasteners, Interior: Finish nails and other anchoring devices of type, size, material, and finish N 0 required for application indicated to provide secure attachment, concealed where possible. 2 C. Sealants: Comply with requirements in Division 7 Section "Joint Sealants" for materials > required for sealing exterior. E c� FINISH CARPENTRY 06200 -2 Packet Pg. 2406 J.3.d 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. c� 3.02 PREPARATION 0 U U A. Clean substrates of projections and substances detrimental to application. 0 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. 76 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 trim as indicated on Drawings. Drawings may indicate new trim where no similar , existing trim is in place. 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. LO 1. Drill pilot holes in hardwood before fastening to prevent splitting. Fasten to prevent 0 movement or warping. Countersink fastener heads on exposed carpentry work and fill N holes. E 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 Packet Pg. 2407 J.3.d 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 E c� 0 t3 t3 0 2 CL c� 0 LO 4- 0 N 0 0 E c� FINISH CARPENTRY 06200 -4 Packet Pg. 2408 J.3.d SECTION 07920 JOINT SEALANTS PART 1 - GENERAL 0 1.01 SUMMARY t3 t3 A. This Section includes sealants for the following applications: 1. Exterior joints in the following vertical surfaces and non-traffic horizontal surfaces: 0 a. Perimeter joints between materials listed above and frames of doors and windows. b. Otherjoints as indicated. 76 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 5 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation cn 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. LO 1.03 SUBMITTALS 0 N A. Product Data: For each joint-sealant product indicated. 2 B. Samples for Initial Selection: Manufacturer's color charts consisting of strips of cured sealants 0 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 Packet Pg. 2409 J.3.d 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. c� 1.05 DELIVERY, STORAGE, AND HANDLING t0 t3 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 0 mixing instructions for multi-component materials. B. Store and handle materials in compliance with manufacturer's written instructions to prevent 76 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. c� 1.07 WARRANTY c� 0 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 LO addition to, and run concurrent with, other warranties made by Contractor under requirements of 0 the Contract Documents. N 0 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 Packet Pg. 2410 J.3.d 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. 0 PART 2 - PRODUCTS L) t3 0 2.01 PRODUCTS AND MANUFACTURERS A. Available Products: Subject to compliance with requirements, products that may be 76 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. U) 2.03 ELASTOMERIC JOINT SEALANTS g CU c� 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. 0 2.04 LATEX JOINT SEALANTS LO 4- 0 A. Latex Sealant Standard: Comply with ASTM C 834 for each product of this description N indicated in the Latex Joint-Sealant Schedule at the end of Part 3. 2 0 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 Packet Pg. 2411 J.3.d 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. t0 U 2.06 MISCELLANEOUS MATERIALS a 0 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 g c� 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. c� B. Proceed with installation only after unsatisfactory conditions have been corrected. LO 3.02 PREPARATION 0 N 0 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 Packet Pg. 2412 J.3.d 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 t0 manufacturer, based on preconstruction joint-sealant-substrate tests or prior experience. Apply L) 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. a 0 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 76 cleaning methods required to remove sealant smears. Remove tape immediately after tooling a 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. g 1. Do not leave gaps between ends of sealant backings. CU 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. CL c� D. Install bond-breaker tape behind sealants where sealant backings are not used between sealants and back of joints. LO E. Install sealants by proven techniques to comply with the following and at the same time - backings are installed: N 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 6 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 Packet Pg. 2413 J.3.d 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. 0 3. Inspect tested joints and report on the following: L) a. Whether sealants in joints connected to pulled-out portion failed to adhere to joint W 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. 76 C. Whether sealant dimensions and configurations comply with specified S 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. CU 2 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. 0- LO 4- 0 3.06 PROTECTION N 0 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 6 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. c� JOINT SEALANTS 07920 - 6 Packet Pg. 2414 J.3.d 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). t0 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, a O. ° a. Use O Joint Substrates: Coated glass, color anodic aluminum, aluminum coated with a high-performance coating, galvanized steel, brick, granite, limestone, 76 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 CU END OF SECTION 07920 c� 0 LO 4- 0 N 0 0 E c� JOINT SEALANTS 07920 - 7 Packet Pg. 2415 J.3.d SECTION 08120 ALUMINUM SWINGING PRIME ENTRY DOORS PART 1 GENERAL 1.1 SECTION INCLUDES A. Swing Doors: Large Missile Impact-resistant aluminum swing doors, frames, sidelites, 0 U transoms, and structural mullions, including aluminum extrusions, finish, glass, door U hardware, water-barrier thresholds, and weather strips, for high velocity hurricane zone (HVHZ)construction. 0 1. Type Designation: EP-VG, EP-OG 76 1.2 RELATED SECTIONS E A. Section 07190—Vapor and Air Barriers. B. Section 07900—Joint Sealants C. Volume 3 of 5-Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications. 1.3 REFERENCES A. American Architectural Manufacturers Association: 1. AAMA 701/702: Pile weatherstripping and replaceable weather seals. 2. AAMA 2603: Organic coatings on aluminum. 3. AAMA 2605: High-performance organic coatings on aluminum. B. American Society of Civil Engineers 1. ASCE 7: Minimum Design Loads for Buildings and other Structures. c� C. American Society for Testing and Materials: 1. ASTM B 221: Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes. 2. ASTM E 283: Standard Test Method for Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences LO Across the Specimen. 3. ASTM E 330: Standard Test Method for Structural Performance of Exterior Windows, N Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference. 4. ASTM E 331: Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference. D. Florida Building Code- Building, 2020 FBC (71h Edition): 1. Sections governing construction in a high-velocity hurricane zone (HVHZ). E a. FBC 1620: HVHZ Wind Loads (Structural). b. FBC 2410: HVHZ General (Glass and Glazing). C. FBC 2411: HVHZ Windows, Doors, Glass and Glazing. 2. Miami Dade County Test Application Standards (TAS) adopted by FBC: a. TAS 201-94.1: Impact Test Procedures. b. TAS 202-94.1: Criteria for Testing Impact Resistant Building Envelope Components (Uniform Static Air Pressure Method). ALUMINUM SWINGING 08120 - 1 PRIME ENTRY DOORS Packet Pg. 2416 J.3.d C. TAS 203-94.1: Criteria for Testing Products Subject to Cyclic Wind Pressure Loading. 1.4 PERFORMANCE REQUIREMENTS A. Impact-Resistant Aluminum Window and Door Performance: 1. Structural Test: FBC TAS 202 and ASTM E 330. 2. Water Infiltration Resistance: FBC TAS 202 and ASTM ES47/E 331. c� 3. Air Infiltration Resistance: FBC TAS 202 and ASTM E 283. 4. Windborne Debris Impact Resistance: Pass large missile impact tests; Florida 0 Building Code, FBC TAS 201. L) 5. Hurricane Wind Pressure Resistance: After passing large missile impact test, pass W cyclic pressure tests following FBC TAS 203. 6. Thermal Performance: U Value 1.10 max. SHGC 0.25 max. 1.5 SUBMITTALS A. Shop Drawings: Refer to Section 01330 - Administrative Requirements for complete submittal procedures. Indicate elevations, locations, markings, quantities, materials, head jamb and sill conditions, metal thickness, sizes, shapes, dimensions, finishes and wind pressures. B. Product Data: Provide detailed data on Manufacturers catalog data on each product to be used, including Miami Dade County Product Approval (NOA) and Florida Building Code (FBC) HVHZ Product Approval. C. Selection Samples: For each finish specified, two complete sets of color chips representing manufacturer's full range of available colors and patterns. Provide two 12"x12" glass samples for review. 1.6 QUALITY ASSURANCE U) A. Manufacturer Qualifications: Not less than 10 years of experience in manufacturing impact- resistant aluminum windows and doors. B. Installer Qualifications: Skilled and experienced to install manufacturer's units of the types specified. c� 1.7 DELIVERY, STORAGE, AND HANDLING A. Store products in manufacturer's unopened packaging in a clean, dry area until ready for LO 4- installation. 0 N B. Protect exposed metal and glass surfaces to prevent damage to finish. 1.8 WARRANTIES > 4i 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 CU 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. Failures include, but are not limited to, the following: 1. Failure to meet performance requirements. ALUMINUM SWINGING 08120 -2 PRIME ENTRY DOORS Packet Pg. 2417 J.3.d 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. c� 1.9 MANUFACTURERS 0 A. Acceptable Manufacturers: U U 1. (Basis of Design)Windoor, Inc. Series 450 Door 0 2. (Acceptable Alternate) Kawneer Company, Inc. 2000T Terrace Door (with optional 10" bottom rail). 76 1.10 MATERIALS A. Swing Door Design: 1. Swing Direction: Match existing door swing. Unless otherwise indicated on Drawings. 2. Door Panels: 2 inches (51 mm)thick (nominal)door panels. 3. Complete frame, threshold and weather-stripping. 4. Extruded snap-on glazing beads. 5. Extruded astragal adaptor. 6. Door Features: a. Threshold rated for water resistance. cn b. Configuration: Out-swing or In-Swing configuration. C. Glazing Beads: Ogee glazing bead profile Exterior. B. Performance Requirements: 1. Outswing Door, Transoms and Sidelites: +/- 75 psf min. with heat strengthened glass g and 3-point locking mechanism. M C. Air Infiltration Resistance: 1. Outswing and Inswing Door: When closed and locked, the test specimen shall be tested in accordance with ASTM E283 entrance doors and frame shall not exceed 0.30 cfm/sq. ft. of glass area at static air pressure difference of 6.24 psf. 0 D. Water Infiltration Resistance: , 1. Outswing and Inswing Door: When closed and locked, the test specimen shall be - tested in accordance with ASTM E331 and ASTM E 547 there shall be no N uncontrolled leakage as defined in the test method at a static air pressure differential of 12 psf. 6 E. Construction: Heavyweight extruded aluminum sections for wet glazing, precision cut and assembled with sealant filled hairline joints and no visible screws. Provide grooves in extrusions to receive 3 lines of weather stripping where doors abut frames. 1. Member Wall Thickness: 0.125 inch (3.2 mm) minimum; 0.150 inch (3.8 mm) at hardware mounting locations. 2. Member Sizes (widths including glazing beads): a. Top Rail and Stiles: 1.918 inches (48.7 mm)thick by 5.5 inches (157 mm). b. Bottom Rails: 1.918 inches (48.7 mm)thick by 8 inches (203 mm). ALUMINUM SWINGING 08120 - 3 PRIME ENTRY DOORS Packet Pg. 2418 J.3.d 3. Sightlines: a. Top Rails: 6.25 inches (15.88 cm). b. Jambs: 6.75 inches (17.146 cm). C. Sills: 8 inches (20.32 cm). 4. Door Corner Construction: Assemble using two 3/8 inch (8.9 mm) threaded compression rods in rails, secured at each end with washers and hex nuts. 5. Glazing Beads: Snap-in design, for interior wet glazing, 0.060 inch (1.52 mm) wall thickness, with at least 0.50 inch (12.7 mm)glass bite for impact-resistant glazing. 6. Finishes: Uniform at all visible surfaces exterior and interior. 7. Residential Hardware: Including concealed three point locking mechanism with integrated key lock cylinder and thumb turn (single action/one step locking). 0 a. Deadbolt Model: Baldwin Traditional Model #8231 U b. Lever Model: Baldwin Wave Levers Model #5455 W C. Hardware Finish: Satin Nickel PVD 8. Hinges: Hager—4-1/2"x 4" in stainless steel secured w/(8)#12-24x1/2" F.H. M.S. a. (3) per panel up to 7-6 3/" height b. (4) per panel over 7-6 3/4" height 9. Factory Glazing: 1" Insulating Glass Laminated Unit Makeup. (Glazing at Key West By The Sea shall meet City of Key West Turtle Ordinance requirements and have Visible Light Transmittance (VLT) of 45 percent or less.) Glass shall be similar in appearance to doors installed in previous phases of KWBTS Noise Insulation Program. a. Door Type EP-VG and EP-OG (1" Insulating Glass Makeup (Exterior to Interior): M a. 3/16" Clear LoE366#2 Tempered b. 5/16"Airspace filled with Argon Gas c. 7/16" Laminated Glass comprised of: Non-yellowing, non-crazing interlayer sandwiched between two panes of glass, 0.90 inch/90 mil (2.2 mm) Saflex PVB for Large Missile Impact Interlayer Opacity: Clear or Opaque as scheduled in Individual Homeowner Style Selection Sheets CL 1.11 FINISHES 0 A. AAMA 2605 Kynar Finish: Chromate Pretreatment plus Primer, 70 percent polyvinylidene fluoride (PVDF)coating ' 4- 1. Color: Standard Bone White 0 N 0 0 E c� ALUMINUM SWINGING 08120 -4 PRIME ENTRY DOORS Packet Pg. 2419 J.3.d PART 3 EXECUTION 2. PREPARATION A. Before start of unit installation, check openings for adequacy of pressure preservative treated wood blocking that will receive frames. Check the size, quantity, spacing, clearances, and rigidity of fastenings and their conformance to the specified NOA. c� 3. PREPARATION A. Coordinate with Section 06100 - Rough Carpentry cj 1. 3/4 inch rectangular pressure preservative treated South Yellow Pine blocking, set in t3 a full bed of sealant. 2. Fasten with to structure with drilled concrete fasteners spaced as required in NOA, so 0 that blocking is continuous and is tightly butted to fill corners of each opening. B. Coordinate with Section 07920 -Joint Sealant 1. Sealant at exterior perimeter of aluminum frames, in deeply grooved stucco or in 1/4 inch (6 mm)gaps where other exterior finish materials terminate next to frames. 2. Sealant in 1/8 inch (3.2 mm) gap at frame interior perimeters where sills and interior finish materials terminate next to frames. C. Perform cutting, fitting, forming, drilling, and grinding of frames, without damage to finish, as needed to fit project conditions and make watertight. Replace components with damage to exposed finishes. 4. DOOR INSTALLATION A. Install doors and frames in accordance with manufacturer's instructions, requirements of NOA for hurricane and impact-resistant construction, and approved shop drawings. B. Set frames plumb, square, level, and aligned to receive doors. Anchor frames to adjacent construction in strict accordance with manufacturer's recommendations, requirements of governing NOA, and within specified tolerances. C. Where aluminum surfaces contact alkaline substrates such as concrete or mortar, and metals other than stainless steel or zinc, protect from direct contact by painting reactive substrate and dissimilar metals with a heavy coating of bituminous paint in the field. 0 D. Hang doors and adjust hardware to achieve specified clearances and proper door operation. LO E. Demonstrate doors and hardware are in good working order. 0 N 5. CLEANING 2 A. Refer to manufacturer's instructions for proper cleaning and maintenance of the products. 0 c� END OF SECTION 08120 ALUMINUM SWINGING 08120 - 5 PRIME ENTRY DOORS Packet Pg. 2420 J.3.d SECTION 08163 ACOUSTICAL ALUMINUM SLIDING GLASS DOORS c� Part 1 GENERAL 0 U U 1.01 SUMMARY 0 A. This Section includes sliding aluminum-framed glass doors for exterior locations. 1. Type designation: EG 76 B. Related Sections include the following: 1.02 RELATED REQUIREMENTS 1. Division 1 Section "Quality Requirements"for field testing of installed units. 2. Division 7 Section "Sealants" for perimeter sealants. 3. Project Manual Volume 3-Asbestos & Lead Based Paint Test Reports. 1.03 REFERENCE STANDARDS A. AAMA-WDMA/CSA 101/I.S.2/A440-11 "North American Fenestration , Standard/Specification for Windows, Doors and Skylights" B. AAMA 501.5-07 "Test Method for Thermal Cycling of Exterior Walls" C. AAMA 502 "Voluntary Specification for Field Testing of Newly Installed Fenestration Products" g D. AAMA 611-98 "Voluntary Specification for Anodized Architectural Aluminum" E. AAMA 701/702 "Voluntary Specification for Pile Weatherstripping and Replaceable CL Fenestration Weatherseals" F. AAMA 1503-09 "Voluntary Test Method for Thermal Transmittance and Condensation Resistance of Windows, Doors and Glazed Wall Sections" 0- 0- G. AAMA 2603-02 "Voluntary Specification, Performance Requirements and Test LO Procedures for Pigmented Organic Coatings on Aluminum Extrusions and Panels" 0 N H. AAMA 2604-05 "Voluntary Specification, Performance Requirements and Test Procedures for High Performance Organic Coatings on Aluminum Extrusions and Panels" I. AAMA 2605-05 "Voluntary Specification, Performance Requirements and Test > Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels" J. ANSI Z97.1-2004 "Safety Glazing Materials Used in Buildings — Safety Performance Specifications and Methods of Test" K. ASTM B221-14 "Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes" L. ASTM E90-09 "Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements" ALUMINUM ACOUSTICAL SLIDING GLASS DOORS 08163- 1 Packet Pg. 2421 J.3.d M. ASTM E283-00 (2012) "Standard Test Method for Determining Rate of Air Leakage Through Exterior Window, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen" N. ASTM E330M-14 "Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights, and Curtain Walls by Uniform Static Air Pressure Difference" O. ASTM E331-09 "Standard Test Method for Determining Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences S Across the Specimen" P. ASTM E413-10 "Classification for Rating Sound Insulation" Q. ASTM E547-09 "Standard Test Method for Water Penetration of Exterior Windows, L) Skylights, Doors, and Curtain Walls by Cyclic Static Air Pressure Difference" W R. ASTM E966-10e1 "Standard Guide for Field Measurements of Airborne Sound Insulation 0 of Building Facades and Facade Elements" S. ASTM E987-09 "Test Method for Deglazing Force of Fenestration Products" T. ASTM E1332-10a "Standard Classification for Rating Outdoor-Indoor Sound Attenuation" U. ASTM E1886-13a "Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials" V. ASTM E1996-12 "Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors and Impact Protective Systems Impacted by Windborne Debris in Hurricanes" W. ASTM E2068-08 "Test Method for Determination of Operating Force of Sliding Windows and Doors" X. ASTM E2235-04 (2012) "Standard Test Method for Determination of Decay Rates for Use in Sound Insulation Test Methods" U) Y. ASTM F842-14 "Standard Test Methods for Measuring the Forced Entry Resistance of Sliding Door Assemblies, Excluding Glazing Impact" Z. NFRC 100-2014 "Procedure for Determining Fenestration Product U-Factors" AA. NFRC 200-2014 "Procedure for Determining Fenestration Product Solar Heat Gain CL Coefficient and Visible Transmittance at Normal Incidence" BB. NFRC 303-2014 "Procedure for Constructing a Laminate in Optics" CC. NFRC 500-2014 "Procedure for Determining Fenestration Product Condensation LO Resistance Values" - DD.TAS 201-94 "Impact Test Procedures" EE.TAS 202-94 "Criteria for Testing Impact and Nonimpact Resistant Building Envelope Components Using Uniform Static Air Pressure" 6 FF. TAS 203-94 "Criteria for Testing Products Subject to Cyclic Wind Pressure Loading" 1.04 PERFORMANCE REQUIREMENTS c� A. All sliding glass doors will have one operating panel and one stationary panel. The stationary panel will have the option of being opened with a thumb turn lock. Door handing shall match existing conditions unless otherwise noted. ALUMINUM ACOUSTICAL SLIDING GLASS DOORS 08163-2 Packet Pg. 2422 J.3.d B. Except as otherwise indicated, provide door units complying with requirements of TAS 201, 202, 203 Classification Performance Grade doors. Doors for this project will be able to withstand a design load of(+70 psf)/(-70 psf). C. Uniform Load Deflection Test 1. With the panel in a closed position, test in accordance with ASTM E330M-14/TAS 202-94 with a static air pressure difference of 70 pounds per square foot, pressure to be applied both positively and negatively. 2. Static air pressure difference shall be 1.5 times the design pressure used in 1.03 A (1.5 is the factor used to provide a margin of safety in aluminum doors and is the C) minimum recommended by the AAMA). L) 3. The door shall be evaluated for deflection during each load, for permanent damage 0 after each load and for any effects on normal operation. 76 D. Uniform Load Structural Test 1. With the panel in a closed position, test in accordance with ASTM E330M-14 with a static air pressure difference of 105 pounds per square foot, pressure to be applied both positively and negatively. 2. Static air pressure difference shall be 1.5 times the design pressure used in 1.03 A (1.5 is the factor used to provide a margin of safety in aluminum doors and is the minimum recommended by the AAMA). 3. At conclusion of the test, there shall be no glass breakage; permanent damage to , fasteners, hardware parts, support arms, or actuating mechanisms, nor any other damage which would cause the door to be inoperable. Permanent deformation of any >- frame, panel, or ventilator member shall not exceed L/175 of its span. U) E. Air Infiltration g CU c� 1. With the panel in a closed and locked position, the door shall be tested in accordance with ASTM E283-12 and shall meet the following performance requirements. a. Air infiltration shall not exceed 0.89 cfm/ft2 at 6.27 psf. F. Water Resistance LO 1. With the panel in the closed and locked position, the door shall be subjected to a 0 pressure drop of 10.75 psf minimum. All tests shall be performed with the screen N removed. Tests shall be conducted in accordance with ASTM E547-09/TAS 202-94. E 2 G. Thermal Performance > 1. When tested in accordance with NFRC 100-2014 the thermal transmittance due to conduction (Uc) shall not exceed 0.51 on the entire specimen. E c� 2. When tested in accordance with NFRC 500-2014 the Condensation Resistance enumerator(CR)shall not be less than 45 on the entire specimen. 3. When tested in accordance with AAMA 1503-09 the Condensation Resistance Factor enumerator(CRF) shall not be less than 62 on the entire specimen. ALUMINUM ACOUSTICAL SLIDING GLASS DOORS 08163- 3 Packet Pg. 2423 J.3.d 4. When tested in accordance with NFRC 201-2014 the Solar Heat Gain Coefficient (SHGC)shall be less than 0.25. G. Forced Entry Resistance 1. When tested in accordance with ASTM F842-14, the door shall perform to a minimum Performance Level 10. H. Sound Transmission 1. Sound Transmission Class (STC). When tested in accordance with ASTM E90-09, 0 the door shall perform to a minimum STC-41. Testing shall be performed in a U U NVLAP Certified Test Laboratory. 0 2. Outdoor Indoor Transmission Class (OITC). When tested in accordance with ASTM E1332-10a, the door shall perform to a minimum of OITC-33. Testing shall be 76 performed in a NVLAP Certified Test Laboratory. S I. Turtle Code Glass 1. Meet requirements of Florida Building Code and City of Key West Turtle protection Ordinance. 1.05 QUALITY ASSURANCE A. II testing shall be performed by an independent architectural testing laboratory accredited by the American Architectural Manufacturers Association (AAMA), the National Voluntary Laboratory Accreditation Program (NVLAP) and the International Conference of Building Officials (ICBO) and such other accreditation as may be required by state of local building regulations. U) B. The manufacturer shall provide the architect and Program Manager a notarized affidavit CU of compliance certifying that the doors furnished for this project are identical in every aspect of design, component parts (including sealants and the application thereof, reinforcing members, etc.) and fabrication techniques as the doors tested in the laboratory for which test reports have been furnished. , c� 1.06 SUBMITTALS 0_' A. Product Data: Include construction details, material descriptions, fabrication methods, LO dimensions of individual components and profiles, hardware, finishes, and operating 0 instructions for each type of aluminum window indicated. N 0 B. Shop Drawings: Include dimensioned plans, elevations, sections, details, hardware, certified attachments, operational clearances, and the following: > 1. Details, including reinforcement and stiffeners, Joinery, drainage, glazing. 2. Color and finish samples. 3. Type of caulking and installation protection of dissimilar materials. c� 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 door 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. ALUMINUM ACOUSTICAL SLIDING GLASS DOORS 08163-4 Packet Pg. 2424 J.3.d 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. 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, and sound transmission. Test results based on use of downsized test units will not be accepted. c� E. Provide current Florida Building Commission Product Approval exhibiting conformance with requirements of this specification section and windborne debris and impact in compliance with Florida Building Code. U U F. Certificates: Furnish an affidavit in triplicate from the Door Manufacturer, certifying that materials used on this Project conform to these Specifications and are identical in all 0 appropriate respects to windows identified in the Independent Laboratory Test Reports. G. Sample Warranty: Furnish Sample Warranty issued by the Door Manufacturer meeting warranty requirements of this Section. 1.07 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 door units, or suitable replacements, >_ shall be available throughout the warranty period. Failures include, but are not limited to, 91 the following: 1. Failure to meet performance requirements. g 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. c� 0 LO 4- 0 N 0 0 E c� ALUMINUM ACOUSTICAL SLIDING GLASS DOORS 08163- 5 Packet Pg. 2425 J.3.d Part 2 PRODUCTS 2.01 MANUFACTURER A. Basis of Design is the Series SCW5000 — Sliding Glass Door Impact as manufactured by St. Cloud Window, Inc., 390 Industrial Blvd. Sauk Rapids, MN 56379. Phone: 800-383-9311 Fax: 320-255-1513 [www.stcloudwindow.com] B. Or Approved Equal C. Terminology used herein may include reference to that manufacturer's proprietary products. Such references shall be construed only for the purpose of establishing the U quality of materials and workmanship to be applied under this section and shall not be U construed as limiting competition. 0 2.02 MATERIALS 76 A. Aluminum Extrusions 1. Shall be extruded aluminum alloy 6063-T6 per ASTM B221-14. 2. All primary panel and frame members shall have a nominal extrusion wall thickness of minimum 0.08". 3. Sill frame shall consist of thermally-broken, extruded aluminum, including a baffled weep system to drain precipitation. B. Insect Screen 1. All screen frames to be tubular extruded aluminum, finished with screen mesh, securely held in place by means of reusable foam spline. Roll-formed screen frames shall not be accepted. g CU c� 2. Provide screens on operating panels as indicated on the architectural plans. c� CL 3. Mesh to be: Fiberglass c� C. Thermal Barrier 0 1. Provide continuous extruded high performance nylon 6/6 polyamide with multi LO - directional 25% glass fiber reinforcing as manufactured by Technoform or equal. All 0 polyamide material must be from a minimum of 90% virgin components, with a N maximum 10% pre-consumer regrind. Aluminum components shall be mechanically crimped into cross knurled cavities and obtain a minimum composite shear value of 800 pounds for a 4" section. Rolled in PVC, single directional glass fiber reinforced > polyamide and pour and de-bridge Urethane thermal break systems will not be acceptable. D. Weather-stripping 1. All intersections of panels to frame shall be double weather-stripped with 100% woven pile and 5-fin conforming to AAMA 701/702. Weather-stripping to be secured within extruded shapes of the aluminum profiles to prevent movement. Surface/adhesive applied weather strip shall not be accepted. ALUMINUM ACOUSTICAL SLIDING GLASS DOORS 08163- 6 Packet Pg. 2426 J.3.d E. Hardware 1. The operating panel shall have a thumb turn lock that engages into the jamb frame to lock the panel in a closed position. The lock shall be set at a predetermined height to allow the end user to close and lock the door at their level of comfort. 2. The stationary panel shall have a W, heat-stabilized nylon plug, filling the access hole. c� 3. The stationary panel shall have a thumb turn lock that engages into the jamb frame to lock the panel in a closed position. The lock shall be set at a predetermined height to allow the end user to close and lock the door at their level of comfort. U U 4. The operable panel shall have a handle fastened onto the panel jamb interior and exterior. The handle shall be set at a predetermined height to allow comfortable 0 operation by the end user. 5. Panel rollers: All operable panels shall have a minimum of two adjustable rollers. Each roller consists of two polyamide covered steel wheels, adjustable housing, operating on steel ball bearings, encased in grey polyamide. Rollers, recessed into LO the bottom panel rail, shall be installed by tightening the clamping grub screw with an Allen wrench. 6. Anti-Takeout Blocks: One anti-takeout block shall be fastened with a screw above each operating panel to prevent panel removal. F. Glazing 1. All doors to be fully factory glazed with 1'/2" overall insulated glass. 2. All glass shall be structurally glazed. U) 3. A continuous polyshim tape will be used on the exterior glazing leg and a continuous silicone cap bead over the polyshim bonding to the glass edge to prevent moisture from intruding into the door system. A continuous silicone heel bead shall be applied around the interior perimeter to prevent glass removal. CL 4. Nominal glass thickness and type shall be: 0 a) Exterior glass lite LO i. Thickness: 1/8", .030 PVB gray interlayer, 1/8" ii. Tint: gray N iii. Type: laminated iv. Coating: Low E b) Air Space- 11/16" > c) Interior glass lite i. Thickness: 1/4", .090 PVB, 1/4" ii. Tint: clear iii. Type: annealed iv. Coating: Low E ALUMINUM ACOUSTICAL SLIDING GLASS DOORS 08163- 7 Packet Pg. 2427 J.3.d (Glazing at Key West By The Sea shall meet City of Key West Turtle Ordinance requirements and have Visible Light Transmittance (VLT)of 45 percent or less.) 2.03 FABRICATION A. Door shall consist of multiple panel units installed within one frame. The mitered panel units shall be interlocked in the closed position by RPVC, UV-resistant black capstock interlock and two sets of weather-stripping. All joints of the panel, frame, and screen frame shall be securely joined by structural corner keys, threaded screws installed into the aluminum extruded screw ports, and Dow neutral cure sealant. The meeting rail shall be fastened to the jamb panel with screws. All sharp corners of the panel, frame and screen frame shall be deburred. Door unit is to be constructed in a manner that will U facilitate the replacement of worn or damaged parts, hardware, or weather-strip. U 2.04 FINISH 0 A. Interior and Exterior: 76 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 Color to be: White Part 3 EXECUTION 3.01 INSTALLATION A. All door and related door components shall be installed in accordance with local building codes, requirements of the Program Manager, and the approved shop drawings of the Manufacturer. Installation shall be by a contractor who is experienced and who shall document at least one or more projects of similar nature and scope for which the door 2 products were successfully installed. B. All materials shall be erected plumb, level and true, relative to the building structure. The , maximum variation from plumb and level shall not exceed 1/8" (plus or minus) over ten feet. LO C. Approved insulation materials shall be installed in the frame cavity on the interior portion of the door frame. Area adjacent to the exterior of the door frame shall remain un- 0 N insulated. The door installer shall use caution in the insulation operation to avoid overlapping insulation materials across the thermal-barrier connector thus bridging the E 2 two separate frame members. 0 3.02 CAULKING A. An approved sealant compound as approved by the Architect, shall be applied per the installation drawings and details at all points where the aluminum master frame and/or panning intersects the masonry or other exterior wall finish. The caulking shall be applied in a manner which ensures a continuous air and water-tight perimeter seal. Color to match the color of the aluminum doors unless specified otherwise by the Architect. ALUMINUM ACOUSTICAL SLIDING GLASS DOORS 08163- 8 Packet Pg. 2428 J.3.d 3.03 TESTING A. Laboratory Testing 1. At the discretion of the Program Manager, one or a number of operable panels shall be removed from doors installed on the project and exchanged with the appropriate attic stock. The selected stock shall be tested by a certified testing laboratory to verify that glass, glazing, hardware and finish are in conformance to the project specification. Should any component of the test specimen fail to conform to project specification, action shall be taken by the door manufacturer to correct each U deficiency for every door on the project at no additional cost to the Program Manager. U 2. The Program Manager shall assume the cost of the initial verification testing. 0 However, should product be found to be non-compliant, the manufacturer shall reimburse the Program Manager for the cost of the initial test. At the architect's discretion, subsequent testing may be required, and the cost of this test shall be borne by the manufacturer. B. Field Testing 1. On-site testing shall be conducted at Program Manager's discretion and expense. Up to three test specimens shall be selected by Program Manager or architect. 2. On-site testing shall be conducted for air infiltration and water leakage as specified in section 1.04 — A and B, by an AAMA-certified architectural testing laboratory in accordance with AAMA 502, Method B. cn 3. On-site testing shall be conducted for sound transmission as specified in section 1.04 — F and G, by NAVLAP-certified acoustic testing laboratory in accordance with ASTM E966-10e1 and include flanking test. Using ASTM E413-10 and ASTM E1332-10a, respectively, specimens tested in the field shall be within five (5) points of the g laboratory STC test results and three (3) points of the laboratory OITC test results furnished with product qualification. 4. If a test specimen shall fail any aspect of the field test, it shall be repaired or replaced and re-tested. At the architect's direction, up to three (3) additional doors may be tested. Upon completion of re-testing, all door units shall be repaired or replaced in the same manner as the test specimen (s) to assure compliance with project performance specification. LO 4- 0 5. The cost of re-testing and all subsequent repairs and other associated expenses N shall be borne by the door manufacturer and/or Contractor. 3.04 ADJUSTMENTS, PROTECTION, AND CLEANING > A. After installation, the erector shall remove all sealants, caulking and other misplaced materials from all surfaces, including adjacent work. The door frame, panel and glass shall be cleaned thoroughly with materials and methods recommended by the door and glass manufacturers and shall not cause any defacement of the work. B. Installer shall make any and all adjustments to door panel and hardware to cause the operating panel to function properly and in accordance with the manufacturer's standards. ALUMINUM ACOUSTICAL SLIDING GLASS DOORS 08163- 9 Packet Pg. 2429 J.3.d C. Protection of glass and door materials: Protect from contact with contaminating substances resulting from construction operations. After installation and cleaning of doors by door contractor, the general contractor shall be responsible for maintaining the cleanliness and protection of the door from damage from other trades. D. The Contractor shall be responsible for the protection of the work from damage by other trades. c� END OF SECTION 08163 0 U U 0 CL U) 2 CL c� 0 L- CL LO 4- 0 cN 0 0 E c� ALUMINUM ACOUSTICAL SLIDING GLASS DOORS 08163- 10 Packet Pg. 2430 J.3.d SECTION 08215 WOOD DOORS AND FRAMES PART 1 - GENERAL 0 1.01 SUMMARY U U A. This Section includes the following: 1. Stile and rail interior wood doors. Type: IW-2P 0 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 5 - 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 U) A. Product Data: For each type of door. Include details of core and edge construction and trim for openings. 2 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. 0- 3. Indicate doors to be factory finished and finish requirements. LO 4- C. Door Schedule: Provide schedule for doors indicating location, construction, style and N performance requirements for each door. 2 D. Certification: Provide manufacturer's certification that doors meet AWI requirements, and that 0 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." WOOD DOORS 08215- 1 Packet Pg. 2431 J.3.d 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 t0 provided deviations in size, profile, and dimensions are minor and do not alter the aesthetic U effect as judged solely by the Designer. 0 1.05 DELIVERY, STORAGE, AND HANDLING 76 A. Comply with requirements of referenced standard and manufacturer's written instructions. E 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 CL 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 LO purchaser)and shall be transferrable to future Property Owners without additional registration. 0 N 0 PART 2 - PRODUCTS 0 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. WOOD DOORS 08215-2 Packet Pg. 2432 J.3.d 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. c� 2.02 WOOD DOORS, GENERAL 0 A. Factory machine doors for hardware that is not surface applied. Locate hardware to comply U with DHI-WDHS-3. Comply with final hardware schedules, door frame Shop Drawings, W DHI A115-W series standards, and hardware templates. a 0 B. Fabricate doors in sizes indicated for Project-site fitting. 76 C. Side Panels: Fabricate panels to match adjoining doors in materials, finish, and quality of E 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 g before veneering. Apply faces with hot-press laminating; cold-press not acceptable. CU 4. Blocking: Provide wood blocking in particleboard-core doors as needed to eliminate through-bolting hardware. C. Faces: ° c� 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. LO 4- 0 N 2.04 STILE AND RAIL DOORS 2 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� 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. WOOD DOORS 08215-3 Packet Pg. 2433 J.3.d 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. t0 E. Transom and Side Panels: Fabricate panels to match adjoining doors in materials, finish, and W quality of construction. 0 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. U) PART 3- EXECUTION g 2 3.01 EXAMINATION AND PREPARATION CL 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 LO rough opening. 0 N 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. 0 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. c� 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. WOOD DOORS 08215-4 Packet Pg. 2434 J.3.d 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. t0 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. a 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 76 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 U) A. Operation: Re-hang or replace doors that do not swing or operate freely. g c� 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 CL repair or refinishing. c� 0 3.05 DOOR SCHEDULE LO A. Door Type: IW-2P 0 1. Product: Interior stile and rail (panel)door. N 2. Thickness: 1-3/8 inches. 0 END OF SECTION 08215 c� WOOD DOORS 08215-5 Packet Pg. 2435 J.3.d SECTION 08520 ACOUSTICAL ALUMINUM WINDOWS PART 1 - GENERAL 0 1.01 SUMMARY U U A. Section includes: 1. Acoustical impact resistant aluminum dual double hung windows. 0 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 5 - 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. 0 L- E. ASTM E 330 - Standard Test Method for Structural Performance of Exterior Windows, Curtain LO Walls, and Doors by Uniform Static Air Pressure Difference. N 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 2020 (71h Edition). ACOUSTICAL ALUMINUM WINDOWS 08520 - 1 Packet Pg. 2436 J.3.d 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. c� B. Design Requirements: 1. Double hung units; thermally broken aluminum dual sash units conforming to, or t0 exceeding, H-DW-C70 per AAMA/NWWDA 101/I.S.2. In meeting AAMA/NWWDA 101 U 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 a 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 76 than 40. Select window system glazing to meet or exceed all design and performance S 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. 0- a. Static air pressure difference of 1.5 times design wind class used in LO AAMA/NWWDA 101/I.S.2. b. At Conclusion of Test: No glass breakage; no permanent damage to fasteners, N 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. 6 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 E 0.65. c� 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. ACOUSTICAL ALUMINUM WINDOWS 08520 -2 Packet Pg. 2437 J.3.d 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, t0 dimensions of individual components and profiles, hardware, finishes, and operating instructions c) for each type of aluminum window indicated. 0 B. Shop Drawings: Include dimensioned plans, elevations, sections, details, hardware, certified attachments, operational clearances, and the following: 1. Mullion details, including reinforcement and stiffeners. 76 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. U) 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. LO 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 N impact in compliance with Florida Building Code. 2 F. Certificates: Furnish an affidavit in triplicate from the Window Manufacturer, certifying that 0 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. E G. Sample Warranty: Furnish Sample Warranty issued by the Window Manufacturer meeting warranty requirements of this Section. ACOUSTICAL ALUMINUM WINDOWS 08520 - 3 Packet Pg. 2438 J.3.d 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 t0 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 a acoustical window and door installation. The lead instal ler/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. 76 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 in 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. 91 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 g 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 CL LO performance, materials, components, accessories, and fabrication unless more stringent requirements are indicated. 1. Provide AAMA certified aluminum windows with an attached label. LO G. Glazing Publications: Comply with published recommendations of glass manufacturers and - GANA's "Glazing Manual" unless more stringent requirements are indicated. N 0 H. Field Measurements: Verify aluminum window openings by field measurements before fabrication and indicate measurements on Shop Drawings. Provide a manufacturer's 6 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 ACOUSTICAL ALUMINUM WINDOWS 08520 -4 Packet Pg. 2439 J.3.d 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. c� J. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Management and Coordination." Review methods and procedures t0 related to aluminum windows including, but not limited to, the following: U 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. CU 5. Glass failure. CL PART 2 - PRODUCTS 0 2.01 MANUFACTURERS LO 4- 0 A. Manufacturers: Subject to compliance with requirements, provide products by one of the cN following: 1. Dual Window: a. St. Cloud Windows, Inc.; Model 900i Series. -6 b. Approved Equal B. Requests for substitutions will be considered in accordance with provisions of Division 1 Section E "Product Requirements"with exception noted below. C. Provide all aluminum windows from a single manufacturer. ACOUSTICAL ALUMINUM WINDOWS 08520 - 5 Packet Pg. 2440 J.3.d 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� 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 t0 debridged polyurethane thermal barrier is not acceptable. D. The following Sections, Reinforcing Members, Anchors, Clips, and Accessories, Fasteners are a 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 91 strength to withstand design pressures. Cadmium-plated steel anchors, clips, and accessories are not permitted. g 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 to withstand design pressure indicated. Cadmium-plated steel reinforcing members are not permitted. 0 H. Replaceable Weather Seals: Comply with AAMA 701/702. , 4- 0 I. Weatherstripping: Manufacturer's standard or custom weatherstripping to meet performance N requirements. 2 J. Caulking: Grade "A" type caulking compound, Pecora, Tremco, Vulkem, or equal approved by 0 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 E 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. ACOUSTICAL ALUMINUM WINDOWS 08520 - 6 Packet Pg. 2441 J.3.d 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. 0 U U 2.03 HARDWARE a 0 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 g attributable to the following: Defective manufacture, fabrication, and installation; failure of CU sealants or gaskets to remain watertight and airtight; deterioration of glazing materials; or other defects in construction. 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. LO C. Safety Glass: Category II materials complying with testing requirements in 16 CFR 1201 and 0 ANSI Z97.1. Provide safety glass where required by code. N 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 E c� 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. ACOUSTICAL ALUMINUM WINDOWS 08520 - 7 Packet Pg. 2442 J.3.d 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 0 with no interior flat surfaces to prevent accumulation of water in sill. U U B. Thermal Barrier: Interlock both halves of frame, securing them together without inhibiting a 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 S 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 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 CL LO possible for applications indicated. Comply with requirements in Division 8 Section "Glazing" and with AAMA/NWWDA 101/I.S.2. 0 F. Double Hung Windows: LO 1. Fully balance each operating sash exceeding 20 lbs. in weight with a minimum of two - balances. N 2. Make sashes removable without the use of special tools. 2 0 2.06 FINISHES A. General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" E 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: ACOUSTICAL ALUMINUM WINDOWS 08520 - 8 Packet Pg. 2443 J.3.d 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 c� 3.01 EXAMINATION 0 t3 t3 A. Examine openings, substrates, structural support, anchorage, and conditions, with Installer present, for compliance with requirements for installation tolerances; rough opening dimensions; 0 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. U) a B. Remove old windows and accessories from the window opening. Scrape and remove existing g sealant from the opening that will interfere with the installation of new windows. C. Install only preservative treated lumber, as required, for all liners and blocking. All liners, sub- CL 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. 0 LO 3.03 INSTALLATION 0 N 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. c� 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. ACOUSTICAL ALUMINUM WINDOWS 08520 - 9 Packet Pg. 2444 J.3.d 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. c� 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 t0 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 a frame, area adjacent to exterior of window frame remaining uninsulated. 1. Exercise caution to avoid overlapping insulation materials across thermal barrier connectors. 76 2. Exercise caution to avoid bridging of the two separated frame members. E I. 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. 91 U) a B. Clean aluminum surfaces immediately after installing windows. Avoid damaging protective g coatings and finishes. Remove excess sealants, glazing materials, dirt, and other substances. 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 0 during construction period. LO 4- 0 N END OF SECTION 08520 0 c� ACOUSTICAL ALUMINUM WINDOWS 08520 - 10 Packet Pg. 2445 J.3.d SECTION 08710 DOOR HARDWARE PART 1 - GENERAL 0 1.01 SUMMARY t3 t3 A. This Section includes the following types of door hardware: 1. Hinges, locks and trim for swinging doors. 0 2. Sliding hardware for by-pass doors. 3. Weatherstripping and gasketing. 4. 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 5-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. CU 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. LO 4- C. Door Hardware Schedule: Prepare by or under the supervision of supplier. Coordinate Door 0 N Hardware Schedule with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish of door hardware. E 1. Organization: Organize into door hardware sets indicating designations of items required 0 for each opening. Include the following information: > a. Type, style, function, size, label, hand, and finish. b. Manufacturer. E C. Fastenings and other pertinent information. c� d. Door and frame sizes and materials. DOOR HARDWARE 08710 - 1 Packet Pg. 2446 J.3.d 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. B. Source Limitations: Obtain each type and variety of door hardware from a single manufacturer, unless otherwise indicated. c� 1.04 DELIVERY, STORAGE, AND HANDLING t0 t3 A. Inventory door hardware on receipt and provide secure lock-up for door hardware delivered to Project site. 0 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. 76 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. g c� C. Warranty Period: Not less than (1)years from date of Substantial Completion, unless otherwise indicated. c� PART 2 - PRODUCTS 0 LO 2.01 HINGES 0 N 0 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. Swinging Exterior Doors: Provide nonremovable pins with set screw in hinge barrel. D. Fasteners: Phillips flat-head screws with finish to match surface of hinges. DOOR HARDWARE 08710 -2 Packet Pg. 2447 J.3.d 1. Wood Doors: Threaded-to-the-head wood screws. 2. Metal Doors: Machine screws, with drilled and tapped holes. 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. 0 B. Bored Locks: BHMA Grade 2; backset: 2-3/4 inches, except 2-3/8 inches acceptable on narrow U U stile door with approval of the Program Manager. 1. Product: Schlage; Models A-Series as scheduled. a 2. Strike: Standard T-strike with curved lip and dust box. Provide extended lip if required by conditions. 76 C. 3 Point Locks: Comply with the following: E 1. Product: To match door manufacturer's swinging door Product Approval. Deadlocking latchbolt operated by key outside and turn inside. D. Keying: Key locks alike within each Property (Unit). 2.03 MISCELLANEOUS DOOR HARDWARE, GENERAL A. Stops and Bumpers: BHMA Grade 2 wall stop with bumper, satin chrome over 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: c� 1. Finish: BHMA 630: Satin stainless steel, over stainless-steel base metal. 0 C. Interior Hinges and other hardware: Finishes acceptable for use on interior doors: LO 1. Finish: BHMA 646: Satin nickel plated over steel base metal. 0 N D. Lockset: Finishes acceptable for use on locksets and deadbolts: 1. Finish: BHMA 619: Satin nickel plated over brass or bronze base metal. 0 2.05 GASKETING AND THRESHOLDS, GENERAL A. Provide gasketing, door bottoms and thresholds identical to the types used in tested acoustic CU door assemblies, unless otherwise approved by the door manufacturer. DOOR HARDWARE 08710 - 3 Packet Pg. 2448 J.3.d 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. c� B. Proceed with installation only after unsatisfactory conditions have been corrected. 0 t3 t3 3.02 PREPARATION 0 A. Wood Doors: Comply with DHI A115-W series. 3.03 INSTALLATION, GENERAL A. Mounting Heights: 1. Standard Steel Doors and Frames: DHI's "Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames." 2. Wood Doors: DHI WDHS.3, "Recommended Locations for Architectural Hardware for Wood Flush Doors." 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. `9' U) 3.04 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. c� 0 3.05 ADJUSTING LO 4- A. Initial Adjustment: Adjust and check door and hardware to ensure proper operation. Replace 0 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. > E 3.06 CLEANING AND PROTECTION A. Clean adjacent surfaces soiled by door hardware installation. 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. DOOR HARDWARE 08710 -4 Packet Pg. 2449 J.3.d 3.07 DOOR HARDWARE SCHEDULE A. DOOR TYPES IW: Interior swinging louvered stile and rail doors: 3 Hinges Std. wt., anti-friction Interior finish 1 Lock Bored, Schlage A-Series Interior finish, lever, passage function B. DOOR TYPE EP: Exterior Swinging Doors: 1 Lock Manufacturer's approved 3-point lock system with lever(egress compliant) 0 U U 1 Wall Stop 0 Other required hardware By door manufacturer CL END OF SECTION 08710 M U) 2 CL c� 0 L_ CL LO 4- 0 cN 0 0 E c� DOOR HARDWARE 08710 - 5 Packet Pg. 2450 J.3.d SECTION 09220 PORTLAND CEMENT PLASTER PART 1 - GENERAL 0 1.01 SUMMARY U U A. This Section includes the following: 1. Two coat, portland cement plaster(stucco)finishes. 0 B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 1 Section "Cutting and Patching". M 2. Division 4 Section "Unit Masonry Assemblies". 3. Division 8 Windows and Doors. 4. Division 9 Section "Painting". 5. Volume 3 of 5 - 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 , c� A. Deliver cementitious materials to Project site in original packages, containers, or bundles, labeled with manufacturer's name, product brand name, and lot number. LO 4- B. Store materials inside, under cover, and dry, protected from weather, direct sunlight, surface N contamination, aging, corrosion, and damage from construction traffic and other causes. 0 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 Packet Pg. 2451 J.3.d 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 0 products that may be incorporated into the Work include, but are not limited to, the following: L) t3 1. El Rey Stucco Company, Inc. 2. The Quikrete Companies. 0 2.02 MATERIALS 76 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. U) a D. Bonding Agent: Complying with ASTM C 932, and as recommended by the stucco g manufacturer. M 2 E. Protection for adjacent aluminum surfaces. CL c� 2.03 MIXING 0 A. Mechanically mix cementitious and aggregate materials for plasters to comply with applicable LO referenced application standard and with recommendations of plaster manufacturer. 0 N 0 B. Frozen, caked or lumpy materials shall not be used and shall be removed from jobsite immediately. 0 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 Packet Pg. 2452 J.3.d 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 0 application; comply with manufacturer's written instructions for application. L) t3 D. Install temporary grounds and screeds to ensure accurate rodding of plaster to true surfaces; 0 coordinate with scratch-coat work. E. Flashing: Refer to Division 7 Sections for installing flashings as indicated. 76 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. g 2 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. c� E. Corners: Make internal corners and angles square; finish external corners flush and true with plaster faces on exterior work. LO F. Number of Coats: Apply plaster of composition indicated, to comply with the following 0 requirements: N 0 1. Two Coats: Over the following plaster bases: a. Concrete unit masonry. 0 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 Packet Pg. 2453 J.3.d 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. c� 3.04 CLEANING AND PROTECTING 0 A. Remove temporary covering and other provisions made to minimize spattering of plaster on L) t3 other work. 0 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. 76 END OF SECTION 09220 2 c� 0 LO 4- 0 N 0 0 E c� PORTLAND CEMENT 09220 -4 PLASTER Packet Pg. 2454 J.3.d SECTION 09260 GYPSUM BOARD ASSEMBLIES PART 1 - GENERAL 0 1.01 SUMMARY t3 t3 A. This Section includes the following: 1. Interior gypsum wallboard. 0 2. Non-load-bearing steel framing. 76 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 5 - 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 c� A. Deliver materials in original packages, containers, or bundles bearing brand name and identification of manufacturer or supplier. LO 4- B. Store materials inside under cover and keep them dry and protected against damage from N weather, direct sunlight, surface contamination, corrosion, construction traffic, and other causes. Stack gypsum panels flat to prevent sagging. 6 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 Packet Pg. 2455 J.3.d 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. t0 2. Gypsum Board and Related Products: a. National Gypsum Company. b. United States Gypsum Co. a 0 2.02 STEEL SUSPENDED CEILING AND SOFFIT FRAMING 76 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. g c� 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 CL insulation thickness indicated. c� C. Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding power, and 0 other properties required to fasten steel members to substrates. LO 4- 0 2.04 INTERIOR GYPSUM WALLBOARD N 0 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 Packet Pg. 2456 J.3.d 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. c� 2.06 JOINT TREATMENT MATERIALS 0 A. General: Comply with ASTM C 475. L) t3 B. Joint Tape: 0 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. 91 U) B. Steel Drill Screws: ASTM C 1002, unless otherwise indicated. g c� C. Thermal Insulation: As specified in Division 7 Section "Building Insulation." c� 2.08 TEXTURE FINISHES c� 0 A. Available Products: Subject to compliance with requirements and match existing conditions. LO 4- 0 PART 3- EXECUTION 0 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 Packet Pg. 2457 J.3.d 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. c� 3.03 INSTALLING STEEL PARTITION AND SOFFIT FRAMING t0 U 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. a 0 B. Z-Furring Members: 1. Erect insulation vertically and hold in place with Z-furring members spaced 24 inches o.c. 76 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 CU avoid abutting end joints in the central area of each ceiling. Stagger abutting end joints of adjacent panels not less than one framing member. CL 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. 0 D. Locate edge and end joints over supports, except in ceiling applications where intermediate LO supports or gypsum board back-blocking is provided behind end joints. Do not place tapered 0 edges against cut edges or ends. Stagger vertical joints on opposite sides of partitions. Do not N make joints other than control joints at corners of framed openings. E 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. c� 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 Packet Pg. 2458 J.3.d 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. c� 3.05 PANEL APPLICATION METHODS 0 A. Single-Layer Application: U U 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. a 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 76 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 91 instructions. U) c� 3.07 FINISHING GYPSUM BOARD ASSEMBLIES c� 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. 0 B. Prefill open joints and damaged surface areas. LO 4- 0 C. Apply joint tape over gypsum board joints, except those with trim having flanges not intended for N 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. c� 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 Packet Pg. 2459 J.3.d 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 S recommendations. 0 END OF SECTION 09260 U U 0 2 CL c� 0 LO 4- 0 N 0 0 E c� GYPSUM BOARD 09260 - 6 ASSEMBLIES Packet Pg. 2460 J.3.d SECTION 09911 PAINTING PART 1 - GENERAL 0 1.01 SUMMARY U U A. This Section includes surface preparation and field painting of exposed exterior and interior items and surfaces. 0 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: W a. Anodized aluminum. U) 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: CL 1. Division 9 Section "Gypsum Board Assemblies". , 2. Volume 3 of 5 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications. LO 4- 1.02 DEFINITIONS N N 0 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. E 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 Packet Pg. 2461 J.3.d 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 c� 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 0 resulted in applications with a record of successful in-service performance. U U B. Source Limitations: Obtain primers for each coating system from the same manufacturer as the 0 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 g foreign materials and residue. 1. Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily. CL c� 1.06 PROJECT CONDITIONS L_ CL A. Apply waterborne paints only when temperatures of surfaces to be painted and surrounding air LO 4- are between 50 and 90 deg F. 0 N 0 B. Apply solvent-thinned paints only when temperatures of surfaces to be painted and surrounding air are between 45 and 95 deg F. 0 C. Do not apply paint in snow, 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 Packet Pg. 2462 J.3.d 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). 0 U 2. PPG Industries, Inc. (Pittsburgh Paints). U 3. Sherwin-Williams Co. (Sherwin-Williams). 0 2.02 PAINT MATERIALS, GENERAL 76 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 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: ' 4- Applied at a dry film thickness of not less than 1.5 mils. 0 3. Sherwin-Williams; Loxon Exterior Masonry Acrylic Primer A24W300: Applied at a dry film thickness of not less than 3.0 mils. 0 2.04 INTERIOR PRIMERS E A. Interior Gypsum Board Primer: Factory-formulated latex-based primer for interior application. c� 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. PAINTING 09911 - 3 Packet Pg. 2463 J.3.d 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 S 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. 0 U U 2.05 EXTERIOR FINISH COATS 0 A. Exterior Flat Acrylic Paint: Factory-formulated flat acrylic-emulsion latex paint for exterior application. 76 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. M 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. g 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. c� 0 PART 3- EXECUTION LO 4- 0 3.01 EXAMINATION cN 0 A. Examine substrates, areas, and conditions, with Applicator present, for compliance with 0 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. 1. Notify Program Manager about anticipated problems when using the materials specified over substrates primed by others. PAINTING 09911 -4 Packet Pg. 2464 J.3.d 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. c� 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. t0 1. Schedule cleaning and painting so dust and other contaminants from the cleaning U process will not fall on wet, newly painted surfaces. 0 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. 76 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. 91 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. g 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. CL 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. LO d. Backprime paneling on interior partitions where masonry, plaster, or other wet wall - construction occurs on back side. N e. Seal tops, bottoms, and cutouts of unprimed wood doors with a heavy coat of varnish or sealer immediately on delivery. 6 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. 3. Use only thinners approved by paint manufacturer and only within recommended limits. PAINTING 09911 - 5 Packet Pg. 2465 J.3.d 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 0 detrimental to formation of a durable paint film. L) t3 3. Provide finish coats that are compatible with primers used. 4. The term "exposed surfaces" includes areas visible when permanent or built-in fixtures, 0 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. 76 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. 0 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 N 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. 6 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. 5. Apply paints and stains to siding and shingles by brush. 6. Apply paints to doors and frames by brush. PAINTING 09911 - 6 Packet Pg. 2466 J.3.d 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 S defects due to insufficient sealing. F. Pigmented (Opaque) Finishes: Completely cover surfaces as necessary to provide a smooth, t0 opaque surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting, U holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections will not be acceptable. 0 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 76 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. 91 U) 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. LO 4- 0 3.05 PROTECTION N 0 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 - 7 Packet Pg. 2467 J.3.d 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. c� 3.07 INTERIOR PAINT SCHEDULE 0 U A. Gypsum Board: Provide the following finish systems over interior gypsum board surfaces: U 1. Low-Luster Acrylic-Enamel Finish: Two finish coats over a primer. a. Primer: Interior gypsum board primer. 0 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. END OF SECTION 09911 M U) 2 CL c� 0 L_ CL LO 4- 0 c� 0 E c� PAINTING 09911 - 8 Packet Pg. 2468 J.3.d SECTION 15010 MECHANICAL GENERAL PROVISIONS PART 1 - GENERAL 1.01 SUMMARY U A. The Contractor's mechanical work for this project primarily consists of removing existing U residential PTAC system components and replacing them with new split ductless air conditioning systems. In addition new energy recovery ventilators (ERV)will be installed. 0 1.02 RELATED SECTIONS 76 A. Section 15100 HVAC Systems. - B. Section 16050 Basic Electrical Materials and Methods. C. Volume 3 of 5 - Asbestos & Lead Based Paint Test Reports and Asbestos Remediation Specifications. 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 g 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. LO 4- C. All required insurance shall be provided by the Contractor for protection against public liability 0 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. 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. MECHANICAL 15010 - 1 GENERAL Packet Pg. 2469 J.3.d 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. 0 U J. If equal products from qualified manufacturers are offered as a substitution and accepted, the W Contractor is responsible for coordinating all the changes that affect the installation and the Subcontractors. 0 K. The Contractor must obtain approval from the Program Manager before executing any deviations from the Drawings and these Specifications. S 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 2020 Florida Building Code, 7th Edition - Building, Florida Building Code, 7th Edition — Energy Conservation and Florida Building Code, 7th Edition - Mechanical and with the applicable standards of the following agencies and organizations as specifically referenced in the above codes. 1. NFPA-70, National Electrical Code (NEC). U) 2. NFPA-90A, Installation of Air Conditioning and Ventilation Systems. 3. NFPA-101, Life Safety Code. CU 4. Air Distribution Council (ADC). 5. Air Filter Institute (AFI). cs 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 National Standards Institute (ANSI). LO 11. American Refrigeration Institute (ARI). N 1.06 GUARANTEE A. Guarantees for a period of one full year from the date of final acceptance and, where 0 specified, manufacturer's warranties greater than one year shall be provided from the date of > final acceptance for all the mechanical equipment and systems installed for this project. Final acceptance means the time that beneficial occupancy has been confirmed in writing to the E Contractor. c� B. The guarantee 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 MECHANICAL 15010 -2 GENERAL Packet Pg. 2470 J.3.d 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 c� 2.01 SPECIFICATIONS AND DRAWINGS 0 A. The Contract Drawings indicate the extent and general arrangements of the mechanical U systems. The Specifications and Drawings are considered as supplementary one to the W 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 76 clearances for servicing and maintenance per the specified codes and standards. Capacities S 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. U) 2.03 SUBMITTALS CU 2 A. Before ordering manufactured equipment or products the Contractor shall submit to the Program Manager six copies of the manufacturer's descriptive literature. CL 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 LO instructions, as applicable. N 2. Manufactured equipment is defined as but not limited to CU, AHU, Thermostat, Supply Registers, Return Grilles, Filters (ASHRAE Standard 52-76 efficiency rating), Refrigerant E 2 Piping, Valves and Fittings, Flexible Ducts, Flexible Connections and Piping and ERV. 0 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 E reviewed to determine if the proposed equipment and material meet the requirements set c� forth in these Specifications. C. Shop drawings shall also be submitted for the prescribed new CU stands which shall meet minimum FEMA Flood Zone elevation plus 12" and current wind load. D. Copies of data produced by a facsimile machine (FAX) or reproductions of FAX copies shall not be accepted. MECHANICAL 15010 - 3 GENERAL Packet Pg. 2471 J.3.d 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: All ERV ductwork shall be galvanized sheet metal snap-lock ductwork with connectors. The product shall conform to the following standards: UL 181, class 0 air duct. The maximum flame spread index & smoke developed index shall be zero. The product shall have a +/-4" static pressure rating, maximum temperature of 400 Degrees Fahrenheit, & a velocity rating of 5000 fpm. The use of flexible aluminum ductwork shall only be allowed within ceiling structure when approved by the program manager. 0 t3 2.05 INSULATION MATERIALS: All insulation materials including vapor barriers, jackets and W 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 U) A. Work shall start as soon as possible. The Contractor shall ensure that all work is performed in a workman like manner. 2 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. The contractor shall set all sleeves, anchor bolts or inserts required to fasten equipment before adjacent concrete is poured. LO C. The Contractor shall be responsible for the actions of his employees and for compliance with all laws and ordinances governing the work. They shall layout the work and establish N elevations in strict accordance with the Drawings, be responsible for the accuracy of the laying out, and give personal supervision to the work. The contractor shall have at all times a E competent Representative on the premises who shall be acceptable to the Program 0 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 c� 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 MECHANICAL 15010 -4 GENERAL Packet Pg. 2472 J.3.d 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. 0 3.03 WORKMANSHIP U U A. All materials and equipment shall be installed in accordance with the manufacturer's instructions, the referenced standards, and with the contract documents. 0 B. Workers skilled in the type of work involved shall do the installation. Workers shall have 76 current certifications, when required, for a particular trade. The installation procedures and S 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. W U) 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 0 L_ A. Perform and coordinate all demolition of systems and equipment as specified in the LO Drawings. Non-destructively remove systems, materials and equipment that are either re- usable or salvageable. N 0 B. Coordinate the on-site storage of abandoned equipment and materials until it is removed E from the site. Remove and legally dispose of these items and manage the truck traffic 0 required for this disposal. > 3.08 DELIVERY, STORAGE AND HANDLING c� 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. MECHANICAL 15010 - 5 GENERAL Packet Pg. 2473 J.3.d 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. 0 2. Construct ductwork for Class 1"wg: however, seal all ducts to be air-tight. Tape all joints L) in new ducts. Tighten and tape loose connections in existing ducts. L) 3. Flexible duct connections shall be not less than 6 feet nor more than 10 feet in length and provided with manufacturers connector. Flexible duct connections and tape and sealant shall be that recommended by the duct manufacturer. 4. 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. 5. 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. 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. 0 L_ 3.11 PIPE SUPPORTS CL LO 4- A. All refrigerant and condensate piping shall be anchored and supported in a manner that N N permits expansion in the desired direction and strain on equipment shall be prevented. The maximum pipe support spacing shall conform to Table 1 below. E 0 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 c� 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. MECHANICAL 15010 - 6 GENERAL Packet Pg. 2474 J.3.d TABLE 1 PIPE HANGER SPACING MAXIMUM HANGER SPACING PIPE NOM. STEEL PIPE COPPER TYPE "U 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 0 1-1/2 9 6 3/8 U U 0 3.12 CORROSION CL 76 A. Provisions shall be made to prevent corrosion due to contact of metallic pipe and equipment S 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 U) Specifications or by any applicable regulation: a CU A. Tests shall be completed before the equipment is concealed from view. B. Contractor shall provide all labor, materials and equipment used for tests. CL C. Tests shall be done in the presence of the Program Manager and, as required, the authority having jurisdiction. LO 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 N extent of the repairs. 2 E. After successful leak tests and before final connections, forcefully blow out the ducts and 0 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. E F. When system is fully installed and refrigerant piping is charged perform start up tests per c� 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. MECHANICAL 15010 - 7 GENERAL Packet Pg. 2475 J.3.d 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. c� 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 0 flat and one of enamel. U U 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. 76 3.15 EQUIPMENT IDENTIFICATION: All equipment shall be identified with names or usage, painted S 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. U) 3.18 OPERATING INSTRUCTIONS 2 A. The Contractor shall prepare for the Homeowner one copy of operation and maintenance manuals for all the system's equipment. c� B. Manuals shall include manufacturer's data books, parts list, wiring diagrams, maintenance procedures and schedules, and start up/shut down instructions. LO 4- C. The Contractor shall also provide a minimum of one hour operating and maintenance N N 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 E 2 equipment replaced similar equipment. 0 E c� END OF SECTION 15010 MECHANICAL 15010 - 8 GENERAL Packet Pg. 2476 J.3.d SECTION 15100 HVAC SYSTEMS c� PART 1 - GENERAL 1.01 OVERVIEW U U A. The HVAC system installation is part of a project that also modifies the envelope of the residences to effect sound insulation. 0 B. New factory supplied HVAC units, ERV units, air distribution devices, piping and electrical wiring will be installed. C. Package terminal air conditioning (PTAC) units will be removed and replaced by ductless HVAC systems. 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. c� 1.03 REFERENCES, CODES, AND STANDARDS 0 A. All work shall comply with the 2020 Florida Building Code, 71h edition - Mechanical and the codes and standards of these agencies and organizations and as specifically referenced LO therein and hereinafter: 0 N 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. FEMA Flood Zone Standard. 5. NFPA 90 A & B, Standard for the Installation of Air Conditioning and Ventilation Systems. 6. Sheet Metal and Air Conditioning Contractors National Association Inc. (SMACNA). 7. UL 181; UL181 A Parts I, II and II; UL 181B Parts I and II. B. In addition to the above, these modified residences are subject to the requirements of the 2020 Florida Building Code, 71h edition — Energy Conservation. The envelope modifications HVAC 15100-1 SYSTEMS Packet Pg. 2477 J.3.d and the HVAC system are subject to the prescriptive requirements of form R402-2020 in this code. PART 2 - PRODUCTS 2.01 System Description: A. The heat pump air conditioning system shall be a variable capacity multi-zone system. The system shall consist of two (2), three (3), or four (4) slim silhouette, compact, wall mounted indoor fan coil sections with digital wireless remote controller connected to a 0 compact horizontal discharge outdoor unit which shall be of an inverter driven heat pump U design. W B. Product Warranty: The product manufacturer shall warrant the product against defects in 0 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. The warranty shall state that 76 the product manufacturer shall provide all materials required to repair or replace defective materials or workmanship. C. Manufacturer shall have over 20 years of continuous experience in the U.S. market. 2.02 Quality Assurance: A. The system components shall be tested by a Nationally Recognized Testing Laboratory (NRTL) and shall bear the ETL label. B. All wiring shall be in accordance with the National Electrical Code (N.E.C.). , C. The units shall be rated in accordance with Air-conditioning Refrigeration Institute's (ARI) Standard 240 and bear the ARI Certification label. D. The units shall be manufactured in a facility registered to ISO 9001 and ISO 14001, which is a set of standards applying to product and manufacturing quality and environmental management and protection set by the International Standard Organization (ISO). g 2 2.03 CONDENSING UNITS A. The condensing unit shall be a factory fabricated, unitary, air-cooled, horizontal discharge type. 0 B. Fan: 1. The unit shall be furnished with a direct drive, high performance propeller type fan. LO 2. The condenser fan motor shall be a variable speed, direct current (DC) motor and shall 0 have permanently lubricated bearings. N 3. Fan speed shall be switch automatically according to the number of operating indoor units and the compressor operating frequency. 4. The fan motor shall be mounted with vibration isolation for quiet operation. > 5. The fan shall be provided with a raised guard to prevent contact with moving parts. 6. The outdoor unit shall have horizontal discharge airflow. C. Coil: 1. The outdoor unit coil shall be of nonferrous construction with lanced or corrugated plate fins on copper tubing. 2. The coil shall be protected with an integral guard. 3. Refrigerant flow from the outdoor unit to the indoor units shall be independently controlled by means of individual electronic linear expansion valves for each indoor unit. HVAC 15100-2 SYSTEMS Packet Pg. 2478 J.3.d 4. Outdoor unit shall be pre-charged with sufficient R-410a refrigerant for up to one hundred and thirty-one (131)feet of refrigerant piping. 5. All refrigerant lines between outdoor and indoor units shall be of annealed, refrigeration grade copper tubing, ACR Type, meeting ASTM B280 requirements, individually insulated in twin-tube, flexible, closed-cell, CFC-free (ozone depletion potential of zero), elastomeric material for the insulation of refrigerant pipes and tubes with thermal conductivity equal to or better than 0.27 BTU-inch/hour per Sq Ft / °F, a water vapor �s transmission equal to or better than 0.08 Perm-inch and superior fire ratings such that insulation will not contribute significantly to fire and up to 1" thick insulation shall have a Flame-Spread Index of less than 25 and a Smoke-development Index of less than 50 as tested by ASTM E 84 and CAN/ ULC S-102. U 6. All refrigerant connections between outdoor and indoor units shall be flare type. U D. Compressor: 0 1. The compressor shall be a high performance, hermetic, inverter driven, variable speed, dual rotary type. 2. The compressor motor shall be direct current (DC) type equipped with a factory supplied and installed inverter drive package. 3. The outdoor unit shall be equipped with a suction side refrigerant accumulator. 4. The compressor will be equipped with an internal thermal overload. 5. The compressor shall be mounted to avoid the transmission of vibration. 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 shall be run above the ceiling in the structure. Vertical ductwork that is >_ not in an air handler closet or in the attic shall be in a soffit. 91 U) 2.06 AIR DISTRIBUTION DEVICES A. Air distribution devices shall be white. 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: , 4- 0 1. For Bedrooms: Not greater than NC 25. N 2. All Other: Not greater than NC 35. 2 C. Ceiling supply diffusers shall be equipped with flow volume control dampers and adjustable, 0 curved blades accessible from the face. ; A. Wall registers shall be equipped with volume control dampers and adjustable vertical and E horizontal flow pattern blades accessible from the face. CU B. Return grilles shall be sized as shown on the Drawings and be equipped for a replaceable filter. 2.07 FILTERS HVAC 15100-3 SYSTEMS Packet Pg. 2479 J.3.d A. The air handler filter media shall be a factory supplied, semi-permanent type. 2.08 REFRIGERANT PIPE A. Refrigerant lines shall be run up the inside of the building to the ceiling to the air handler. All vertical refrigerant lines shall be enclosed in soffits. B. All refrigerant lines between outdoor and indoor units shall be of annealed, refrigeration grade copper tubing, ACR Type, meeting ASTM B280 requirements. Suction & liquid lines shall be insulated. 0 2.09 CONDENSATE PIPE U U A. The condensate pipe shall be run to the outdoors through the exterior wall where shown on the drawings. Its material shall be sch 40 PVC for gravity drain &type "M" copper tubing for the condensate pump discharge. 76 2.10 INSULATION S A. Condensate, Suction & liquid refrigerant lines 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 & condensate pipes the insulation shall be '/2 inch thick foamed plastic"Armstrong"Armaflex or equal, "K" value = 0.27 PART 3- EXECUTION 3.01 EXISTING EQUIPMENT& DUCTWORK A. Where new equipment is scheduled on the Drawings, remove the existing PTAC units and close the PTAC unit wall holes. 3.02 NEW EQUIPMENT INSTALLATION A. 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 LO manufacturer. 0 N C. The Air Handling unit shall be installed to a height as required that is open to permit return air flow into it. 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 0 its filter and to its electrical disconnect. > D. The Condensing Unit shall be installed on a platform meeting the height above grade requirements and secured to resist the wind loads, FEMA Standard, and local codes. c� E. The jacketed exterior refrigerant piping shall be secured to resist the wind loads, FEMA Standard, and local codes. F. Provide to Property Owner the operating and maintenance manual and instruct the Property Owner in scheduling and executing the air handler filter cleaning and replacing the return grille filter. HVAC 15100-4 SYSTEMS Packet Pg. 2480 J.3.d 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 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. 0 C. The Program Manager shall approve before fabrication any changes necessary to clear L) obstructions. W 3.04 TESTS 0 A. Refrigerant Pipe-Joint Test: 76 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. , c� 3.06 CLEANING AND PREPARATION LO 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 N clean, with all traces of oil, dust, dirt or paint spots removed. 2 B. Temporary filters shall be provided for all fans that are operated during construction and, after 0 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. c� 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 HVAC 15100-5 SYSTEMS Packet Pg. 2481 J.3.d 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 c� 0 U U 0 CL U) 2 CL c� 0 L- CL LO 4- 0 cN 0 0 E c� HVAC 15100-6 SYSTEMS Packet Pg. 2482 J.3.d SECTION 16050 BASIC ELECTRICAL MATERIALS AND METHODS PART 1 - GENERAL 1.01 SUMMARY U This Section includes: U A. Secondary electrical service. B. Electrical power work. 0 C. Neutral grounding system. D. Equipment grounding system. 76 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 2020 Florida Building Code,71h Edition— Building (National Electrical Code, 2017 NEC) and applicable requirements of the following g codes and standards as therein referenced: CU 2 1. Local, state, and federal codes and ordinances. 2. National Electrical Safety Code (ANSI C-2). 3. American National Standards Institute (ANSI). c� 4. National Electrical Manufacturer's Association (NEMA). 5. Life Safety Code (NFPA 101). 6. National Fire Protection Association Fire Codes (NFPA). LO 7. National Board of Fire Underwriters (NBFU). 0 8. Underwriters Laboratories, Inc. (UL). N 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 Packet Pg. 2483 J.3.d 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. 0 B. Coordination Drawings: Detailed layout drawings showing primary elements, components and L) systems of electrical equipment and materials in relationship with other building components. L) 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. 76 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. U) C. Coordinate the installation of required supporting devices, conduit, and sleeves to be set in CU 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. 0 L_ E. Coordinate the cutting and patching of building components to accommodate the installation of LO electrical equipment and materials. N 1.07 DELIVERY, STORAGE, AND HANDLING 2 A. Receive delivery of, store, and handle materials in such a manner to ensure that the materials 0 remain in like new condition and in accordance with the General Conditions and Division 1. > 1.08 FIELD INSPECTION c� A. Verify existing conditions before installation in accordance with the General Conditions and Division 1. ELECTRICAL 16050-2 Packet Pg. 2484 J.3.d 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 by law. Comply with the regulations regarding temporary enclosures, obstructions, or excavations. Pay all legal fees involved. 1.10 GUARANTEE 0 t3 A. Guarantee all work and materials provided under this contract for one (1) year after final W acceptance by the Program Manager. Repair or replace without additional cost to the Contract any defect. PART 2 - PRODUCTS 76 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 W breakers are being added to existing panels which are not being replaced, such circuit breakers U) 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. CU 2 D. Source Manufacturers: cs 1. Westinghouse/Cutler-Hammer. , 2. General Electric. 3. Siemens. 0 4. Square D. LO 4- 2.02 ENCLOSED CIRCUIT BREAKERS AND MOLDED CASE SWITCHES N N 0 A. Characteristics: Molded case type of overcurrent trip rating, number of poles, voltage, and E interrupting capacity as indicated. Minimum interrupting capacity of 22,000 AIC unless otherwise 0 noted. > B. Circuit breakers used for overcurrent protection of refrigeration or air conditioning equipment shall be HACR rated. c� 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 Packet Pg. 2485 J.3.d 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. 0 B. Source Manufacturers: U U 1. Cutler-Hammer/Westinghouse. 2. General Electric. 0 3. Siemens. 4. Square D. 76 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 U) A. Rigid Metal Conduit-Galvanized Steel (RMC-GS): Hotdipped 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� C. Rigid Nonmetallic Conduit (RNC-PVC): Polyvinylchloride, Schedule 40 or 80 as indicated, NEMA Standard TC-2 and UL Standard 651. LO 4- D. Flexible Metal Conduit(FMC): Federal Specification WW-C-566 and Underwriters'Laboratories N Standard UL-1. 2 E. Flexible Metal Conduit Liquid Tight (FMC-LT): Steel, galvanized inside and outside, with 0 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. c� G. Wireways: National Electrical Code Article 362 and Underwriters Laboratories, Inc. ELECTRICAL 16050-4 Packet Pg. 2486 J.3.d 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 0 to suit each respective location, minimum 1-1/2 in. deep and of size to accommodate devices L) noted. Provide outlet box accessories as required for each installation, including mounting L) 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. S 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. U) 2.07 JUNCTION AND PULL BOXES CU 2 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. 0 L_ 1. Where intermediate cable supports are necessary because of box dimensions, provide LO reinforced flange and removable#12 gauge galvanized channels for supports of conductors. N 0 0 E c� ELECTRICAL 16050-5 Packet Pg. 2487 J.3.d 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. B. Sizes: 0 t3 1. Power, lighting,and grounding conductors shall not be smaller than#12 AWG unless noted. W 2. Except where otherwise indicated, control conductors shall not be smaller than#14 AWG. 0 C. 600 volt insulated conductors for general use in raceways: Type THWN/THHN. D. All wiring shall be in conduit. S E. 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. F. Mechanical Splices: 1. For conductors larger than #10 AWG: Compression type. 2. For conductors#10 AWG and smaller: Wire-nut type spring connectors. G. 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 2 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: 0 L_ 1. 15 ampere 125 volt single receptacle,2 pole 3 wire grounding straight blade(single NEMA 5- LO 15R): Arrow-Hart#5261 I. 2. 15 ampere 125 volt duplex receptacle,2 pole 3 wire grounding straight blade(duplex NEMA N 5-15R): Arrow-Hart#52621. 3. 15 ampere 250 volt single receptacle,2 pole 3 wire grounding straight blade(single NEMA 6- E 15R): Arrow-Hart#56511. 0 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 E 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. ELECTRICAL 16050-6 Packet Pg. 2488 J.3.d 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#1891 I. 2. 20 ampere single pole: Arrow-Hart#1991 I. 3. 30 ampere single pole: Arrow-Hart#3991 I. 4. 30 ampere 2 pole: Arrow-Hart#39921. 5. Special purpose toggle switches shall be as indicated on the Drawings. 0 C. Characteristics - Flush Cover Plates: Appropriate type and size for the boxes and devices U installed; plastic. Plates for use with devices in exposed masonry construction shall be sized to W cover the masonry opening. 0 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 76 shall be polycarbonate or cast metal, with gaskets and stainless steel hardware. S 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. U) PART 3- EXECUTION CU 2 3.01 LOAD CENTERS cs A. Install load centers in accordance with the manufacturer's written instructions and with , recognized industry practices. 0 L_ B. Coordinate the installation of load centers with raceway installation work. Anchor enclosures LO securely to walls and other structural surfaces. N 3.02 CUTTING, PATCHING, AND PAINTING 2 A. Cut and patch the building as required to install sleeves, inserts, conduits, and electrical 0 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 E building finishes. Provide airtight patch on all new openings between conditioned space and any c� unconditioned spaces. B. Paint all patched surfaces to match the paint color in the immediate area in accordance with Division 9 requirements. ELECTRICAL 16050-7 Packet Pg. 2489 J.3.d 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. c� 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 0 threaded rods for suspended conduit hangers. Nails, perforated straps, and tie wires will not be L) accepted. L) E. Conduits above suspended ceilings shall be supported from the building structure, not by the suspended ceiling. 76 G. Install conduits penetrating fire rated ceilings, walls or floors with UL approved methods, a materials, and devices to maintain the fire rating integrity of the structure penetrated. Refer to 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. CU 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. LO 3.04 OUTLET AND DEVICE BOXES 0 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 E not below grade in outside concrete or masonry walls,or in floor slabs subject to moisture,where 0 vapor tight fixtures are required, or for any outdoor use. > 3.05 JUNCTION AND PULL BOXES c� 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. (' qi irppr)rt hnxac anrlananripntl�/of tha rnnrli iatc pntpranq therm Plara hrnrac in arraccihln lnratinnc ELECTRICAL 16050-8 Packet Pg. 2490 J.3.d 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. 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 0 smaller maybe joined using wire nut type connectors. Conductors shall be terminated using U compression or pressure type terminal lugs, or in pressure terminals. W 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 0 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. S 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. W U) D. Provide device plates of one piece, single or multigang type, selected to match the device or combination of devices. 2 E. Unless otherwise dimensioned or noted, mount devices to match similar devices in the c� residence. 3.08 DISCONNECT SWITCHES 0 L- A. Install disconnect switches, i.e., safety switches and enclosed molded case circuit breakers LO where required by Code or where indicated. 0 B. Install in accordance with manufacturer's written instructions and with recognized industry practices. E 0 C. Coordinate the installation with raceway installation work. Anchor securely to walls and other > structural surfaces. E D. Provide disconnect switches of voltage, current and horsepower (where required) ratings per c� NEC requirements. ELECTRICAL 16050-9 Packet Pg. 2491 J.3.d 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. 3.10 GROUNDING A. Installation of system neutral grounding shall comply with the requirements of Article 250 of NEC. 0 t3 B. In addition to the equipment grounding requirements of Article 250 of NEC, install copper wire W 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 76 other compounds from under the ground lugs. S 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 U) number. Identify control conductors by markers at all locations. a CU 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 , c� A. Examine existing conditions. Report discrepancies to Program Manager before starting work. Existing conditions are accepted after work commences. LO 4- B. Coordinate electrical outages with utility company & Program Manager. N N 0 C. Maintain existing system in service until new system is complete and ready for service. E 2 0 D. Remove, relocate,and extend existing installations to accommodate new construction,including > wiring devices. E E. Remove exposed abandoned conduit including conduit above accessible ceilings. Cut conduit c� flush with walls or floors, and patch surfaces. F. Repair adjacent finishes damaged during demolition and extension work. ELECTRICAL 16050-10 Packet Pg. 2492 J.3.d 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. 0 U 3.15 TESTS W 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 M U) 2 CL c� 0 L- CL LO 4- 0 cN 0 0 E c� ELECTRICAL 16050-11 Packet Pg. 2493 J.3.g Key West International Airport Noise Insulation Program Construction of 0 Key West by the Sea - Final Phase 0 Volume 5of5 Typical Project Details and Site Information KeyWest fff r- .0 % y y " International " E 0 4- S Prepared for: THE MONROE COUNTY BOARD OF COUNTY COMMISSIONERS Mr. David Rice, District 4 Mayor Mr. Craig Cates, District 1 Mayor Pro-Tem Ms. Michelle Coldiron, District 2 Commissioner Vacant Until Filled, District 3 Commissioner Ms. Holly Raschein, District 5 Commissioner CL Prepared by: Ln THC, Inc. 3300 Breckinridge Blvd., Suite 200 as Duluth, Georgia, 30096 Z In Association with: The Sun Group, Inc. Jones & Conde, LLC Gallagher Bassett Technical Services March 2022 Packet Pg. 2494 J.3.g Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase TABLE OF CONTENTS -VOLUME 5 of 5 TYPICAL PROJECT DETAILS AND SITE INFORMATION 0 U U Section I —Window and Door Installation Guidelines 0 Section II—Typical Project Details Section III—Construction Safety &Phasing Plan 76 Section IV—General Unit Information &Window and Door Glass Option Selections c CU 0 4- CU c� 0 76 2 LO 4- 0 LO 0 E 0 4i E c� TABLE OF CONTENTS Packet Pg. 2495 J.3.g 0 u u w a 0 CL u- en z cn SECTION I E WINDOW AND DOOR 0 4- 0 INSTALLATION GUIDELINES 0 L- (L -ra .2 CL Lo 4- 0 Lo 0 E .2 0 E .a u Packet 'Pg. 2496 J.3.g KWBTS 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. c� 0 U • Existing Rough Opening Preparation: W Remove existing window or door frame including all existing finishes, wood, etc. to fully expose 0 the existing substrate. 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 76 deficiencies which will inhibit proper installation and anchorage of the new frame. Any noted structural deficiencies shall be reported to the Program Manager for further evaluation prior to installation of the new buck or frame. Existing materials and finishes, (including existing bucks)within the new frame depth shall be removed unless specifically approved as acceptable by the Program Manger. 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 Program Manager. 0 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. E 0 4- 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 Project Representative who will coordinate with the Project Architect to provide direction. 76 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 LO psi. min. concrete to ensure installation of fasteners as shown in the product approval. 0 LO • Wood Buck Installation: 0 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. E 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 Window and Door Installation Guidelines 1 Packet Pg. 2497 J.3.g 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. t0 U 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 0 moisture in the wood buck to escape. 76 According to the product approvals, window and door anchorage must be one of the two options E 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 CU requirements of the Product Approval. This note does not permit downsizing of the products. CU Where Option 2 is required, the attachment of the wood buck to the existing building substrate shall be as follows: 0 Concrete or Masonry Substrate: 2 CL Fastener edge distance: maintain minimum 2" edge distance for concrete or cmu and 3/"for wood. LO 4- 0 Anchor first layer of wood buck to substrate with 1/4" Concrete screws, 1-1/4" minimum LO embedment. Fastener spacing is 6" from ends and 12" o.c. staggered. E 2 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. E c� Window and Door Installation Guidelines 2 Packet Pg. 2498 J.3.g • 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. 0 U Shims shall be made from materials capable of sustaining applicable loads, located and applied U in a thickness capable of sustaining applicable loads. Do not use wood shims. 0 • Shear Blocks at Sill: Verify that shear blocks are properly installed and spaced where shown on the Product Approval. 76 Check for full engagement of shear block into window frame. Do not stack multiple shear blocks E 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. g 0 4- END OF SECTION. c� 0 76 2 CL LO 4- 0 LO 0 E 0 E c� Window and Door Installation Guidelines 3 Packet Pg. 2499 J.3.g 0 u u w a 0 CL U- en z cn SECTION 11 c: m E TYPICAL PROJECT DETAILS 0 4- CL -ra .2 CL Lo 4- 0 Lo 0 E .2 0 E .a u Packet 'Pg. 2500 J.3.g CONSTRUCTION OF KEY WEST BY THE SEA— FINAL PHASE TYPICAL PROJECT DETAILS - ARCHITECTURAL DETAILS AW-1.1 ACOUSTICAL ALUMINUM WINDOW DETAIL 0 u AW-2.1 TYPICAL WINDOW TRIM ELEVATION w 0 CG-1.1 TYPICAL CEILING INFILL DETAIL CG-2.1 TYPICAL CEILING SOFFIT DETAIL CG-3.1 ATTIC MOUNTED ERV ENCLOSURE AND ACCESS PANEL DR-1.1 TYPICAL EXTERIOR ALUMINUM GLIDING DOOR DETAIL DR-2.1 TYPICAL EXTERIOR SWINGING PRIME DOOR DETAIL DR-3.1 TYPICAL INTERIOR WOOD DOOR DETAIL DR-4.1 TYPICAL INTERIOR DOOR TRIM ELEVATION `n ST-1.1 CROSS BRACE REMOVAL DETAIL WL-1.1 TYPICAL INTERIOR WALL PILASTER DETAIL WL-2.1 TYPICAL ERV CLOSET INTERIOR WALL DETAIL 9 WL-3.1 TYPICAL INFILL DETAIL AT EXISTING THRU WALL AC WL-4.1 LINE SET COVER ON EXTERIOR WALL MECHANICAL ELECTRICAL DETAILS ME-1.1 GROUND FLOOR CONDENSING UNIT DETAIL c� ME-1.2 BALCONY CONDENSING UNIT DETAIL ME-1.3 TYPICAL UNIT EQUIPMENT LOCATIONS ME-1.4 LIVING ROOM AHU ELEVATIONS Lo 4- 0 ME-1.5 BEDROOM AHU ELEVATIONS Lo 0 E ME-1.6 GROUND FLOOR PATIO ELEVATION 0 ME-1.7 GROUND FLOOR PATIO SECTION ME-1.8 BALCONY EXTERIOR ELEVATION & ERV CLOSET ELEVATION u ME-1.9 TYPICAL BALCONY SECTION Packet Pg. 2501 ME-1.10 TYPICAL WALL SLEEVE DETAIL ME-1.1 1 CONDENSATE DRAIN DETAILS ME-1.12 CONDENSATE PIPING ELEVATION 0 u u w a 0 z cn E 0 .2 Lo 4- 0 Lo 0 E .2 0 E .a u Packet Pg. 2502 J.3.g CUT BACK AND REMOVE U EXISTING INTERIOR FINISHES AS REQUIRED TO ALLOW FOR REMOVAL OF WINDOW. 0 PATCH AND PAINT TO MATCH U ADJACENT SURFACES. U CONTINUOUS PERIMETER ALUMINUM PROVIDE AND INSTALL NEW PANNING PROVIDED BY WINDOW WOOD WINDOW CASING, 0 MANUFACTURER. TRIM TO FIT RETURNS AND SILL PER TYP. OPENING AND BACK SEAL PANNING DETAIL AW-2.1. TO STRUCTURE. PROVIDE AND INSTALL NEW ILL FULL DEPTH PRESSURE REMOVE EXISTING STUCCO AT TREATED WOOD BLOCKING AT HEAD AND JAMB TO OPENING PERIMETER TO ALLOW ADEQUATE CLEARANCE FOR NEW PROVIDE WINDOW INSTALLATION. REPAIR SPACE. APPLY LIQUID MAX.SHIM STUCCO TO MATCH EXISTING. 4 4 WATERPROOFING M M OPENING PER ARCHITECT. ROUGH LfL 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 FOAM INSULATION. a EXTERIOR Cn INTERIOR NEW WINDOW UNIT-SEE SCHEDULE APPLY CONTINUOUS w PERIMETER SEALANT BEFORE INSTALLING TRIM 0 PROVIDE AND INSTALL NEW , WOOD WINDOW CASING, m CONTINUOUS URETHANE PERIMETER RETURNS AND SILL PER TYP. SEALANT DETAIL AW-2.2. 0 REMOVE EXISTING WINDOW WITH MINIMUM DISTURBANCE TO EXTERIOR STUCCO. PATCH STUCCO VOIDS/DAMAGE AS REQUIRED. 9= m U) CUT BACK AND REMOVE EXISTING RAISED CONC.SILL TO EXISTING INTERIOR FINISHES REMAIN. FILL ENTIRE WIDTH OF AS REQUIRED TO ALLOW WINDOW WITH 5000 PSI FAST FOR REMOVAL OF WINDOW. SETTING CONCRETE TO PROVIDE PATCH AND PAINT TO MATCH LEVEL SURFACE FOR NEW WINDOW. ADJACENT SURFACES. EXISTING CONCRETE SILL 0 CIL KEY rAW--1.1 ACOUSTICAL ALUMINUM WINDOW DETAIL 141) EXISTING 0, 1 2 3�� HEAD AND SILL DETAIL/JAMB SIMILAR 141) Scale in Inches NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND 6 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. E 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.) PROJECT: DRAWING NUMBER: KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM CONSTRUCTION OF KEY WEST BY THE SEA - FINAL PHASE AW-1.1 MARCH 2O22 Packet Pg. 2503 J.3.g c� 1X4 FLAT PAINTED TERMITE RESISTANT WOOD CASING& RETURNS U ACOUSTICAL WINDOW AS U SCHEDULED 0 a t% cu E L- 5/4 TERMITE RESISTANT PAINTED WOOD SILL WITH OGEE EDGE 1X4 TERMITE RESISTANT FLAT WOOD PAINTED APRON cu U) cu U 0 L- CL rAW--2.'�lTYPICAL WINDOW TRIM ELEVATION NOT TO SCALE 4- 0 0) NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND 2 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. E 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.) PROJECT: DRAWING NUMBER: KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM CONSTRUCTION OF KEY WEST BYTHE SEA - FINAL PHASE AW-2.1 MARCH 2O22 Packet Pg. 2504 J.3.g c� 0 u u 0 Cu 0 4- EXISTING PAINTED GYPSUM BOARD CEILING. NEW 5/8"(OR MATCH EXISTING) GYPSUM BOARD. PATCH,TEXTURE U) AND PAINT TO MATCH EXISTING CEILING.(PROVIDE NEW INSULATION TO MATCH EXISTING WHERE OCCURS) EXISTING STEEL JOIST STRUCTURE. PROVIDE ADDITIONAL METAL FURRING AND FRAMING AS REQ'D.TO SUPPORT NEW CEILING INFILL. CIL CL rCG-T.�lTYPICAL CEILING INFILL DETAIL 141) 0 1 2 3 141) Scale in Inches NOTES: E 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND 2 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. E 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.) PROJECT: DRAWING NUMBER: KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM CONSTRUCTION OF KEY WEST BYTHE SEA - FINAL PHASE `jG-1.1 MARCH 2O22 Packet Pg. 2505 J.3.g c� 0 u t3 EXISTING STEEL JOIST STRUCTURE. PROVIDE 0 ADDITIONAL METAL FURRING AND FRAMING AS REQ'D.TO SUPPORT NEW CEILING INFILL. a t% EXISTING PAINTED GYPSUM BOARD CEILING. NEW MECHANICAL PIPING 0 4— NEW 1/2"(OR MATCH EXISTING) 00 GYPSUM BOARD SOFFIT. PATCH, TEXTURE AND PAINT TO MATCH EXISTING CEILING. 881 NEW 1-1/2"20 GA.GALV.MTL. FRAMING @ 16"OC. FASTEN TO EXISTING CEILING AND WALL FRAMING. SEE FLOOR PLANS FOR LOCATIONS AND FIELD VERIFY SIZE TO AVOID CONFLICT WITH EXISTING CONDITIONS. CIL CL rCG-2.�lTYPICAL CEILING SOFFIT DETAIL 141) 0 1 2 3 ��j �:� 141) Scale in Inches NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND 2 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. E 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.) PROJECT: DRAWING NUMBER: KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM CONSTRUCTION OF KEY WEST BYTHE SEA - FINAL PHASE `jG-2.1 MARCH 2O22 Packet Pg. 2506 J.3.g c� 0 u u 0 CL ILL EXISTING WOOD ROOF TRUSSES @ 24"OC. 6" 25 GA.GALV.MTL. FRAMING ON ALL SIDES OF ENCLOSURE W/ CONTINUOUS 6" FIBERGLASS BATT m INSULATION(R-19) a ERV EQUIPMENT yw, ENCLOSURE W/5/8"GYP. BD.TAPED AND F- FINISHED. CEILING MTD.ERV. SEE MECHANICAL DRAWINGS. VERIFY ALL REQUIRED 11 11 CLEARANCES. 22.5 X 36"PAINTED STEEL L- HINGEDCEILINGACCESS ,- PANEL. L_ J 881 EXISTING GYP.BD. CEILING.CUT AND , PATCH AS REQUIRED. 0 L- CL CL CG-3.1 ATTIC MOUNTED ERV ENCLOSURE AND ACCESS PANEL 4- NOT TO SCALE 0 0) NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND 2 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. E 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.) PROJECT: DRAWING NUMBER: KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM CONSTRUCTION OF KEY WEST BY THE SEA - FINAL PHASE `jG-3.1 MARCH 2O22 Packet Pg. 2507 J.3.g CUT BACK AND REMOVE EXISTING INTERIOR FINISHES AS REQUIRED TO ALLOW FOR REMOVAL OF WINDOW. m PATCH AND PAINT TO MATCH ADJACENT SURFACES. REMOVE EXISTING STUCCO AT 0 OPENING PERIMETER TO ALLOW U ADEQUATE CLEARANCE FOR NEW PROVIDE AND INSTALL NEW U DOOR INSTALLATION. REPAIR WOOD DOOR CASING AND STUCCO TO MATCH EXISTING. RETURNS PER TYP.DETAIL. DR-4.1 CONTINUOUS URETHANE PERIMETER (� SEALANT APPLY CONTINUOUS PROVIDE AND INSTALL NEW 0 PERIMETER SEALANT FULL DEPTH FIRE-RETARD BEFORE INSTALLING TRIM TREATED WOOD BLOCKING AT HEAD&JAMB TO PROVIDE 1/4"MAX.SHIM SPACE. DO NOT DOWNSIZE NEW DOOR UNIT-SEE OPENING.APPLY LIQUID SCHEDULE. WATERPROOFING TO ROUGH OPENING PER ARCHITECT. SHIM AT ALL FASTENER m LOCATIONS. FILL ALL REMAINING VOIDS WITH FIBERGLASS BATT OR LOW EXPANDING SPRAY-IN FOAM Cn INSULATION. EXTERIOR NTERIOR 0 CUT BACK EXISTING INT.AND EXT.FLOOR FINISHES AS NECESSARY FOR DOOR SET THRESHOLD IN INSTALLATION CONTINUOUS FULL BED OF SEALANT 'ZI I 1 REMOVE EXISTING STUCCO A OPENING PERIMETER TOALLOW (� ADEQUATE CLEARANCE FOR NEW DOOR INSTALLATION. REPAIR REMOVE EXISTING CEMENTITIOUS STUCCO TO MATCH EXISTING. SETTING BED TO EXPOSE , EXISTING SLAB.PROVIDE NEW FAST SETTING 5000 PSI CONCRETE LEVELING BED. CIL KEY TYPICAL EXTERIOR ALUMINUM rDR-T.'1* GLIDING DOOR DETAIL (EG) 141) EXISTING °I HEAD AND THRESHOLD DETAIL/JAMB SIMILAR 0 W m I 141) Scale in Inches NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND 6 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. E 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.) PROJECT: DRAWING NUMBER: KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM CONSTRUCTION OF KEY WEST BYTHE SEA - FINAL PHASE D R-1.1 MARCH 2O22 Packet Pg. 2508 J.3.g CUT BACK AND REMOVE EXISTING INTERIOR FINISHES U TO ALLOW FOR REMOVAL OF DOOR,CAUSING AS LITTLE REMOVE EXISTING WINDOW WITH DAMAGE AS POSSIBLE TO 0 MINIMUM DISTURBANCE TO ADJACENT SURFACES u EXTERIOR STUCCO. PATCH STUCCO, u VOIDS/DAMAGE AS REQUIRED. x a 0 CONTINUOUS URETHANE SEALANT7r PROVIDE AND INSTALL NEW iz FULL DEPTH PROVIDE AND INSTALL NEW FIRE-RETARDANT TREATED WOOD DOOR CASING AND WOOD BLOCKING AT HEAD RETURNS PER TYP.DETAIL. AND JAMB TO PROVIDE 1/4" DR-4.1 MAX.SHIM SPACE. APPLY LIQUID WATERPROOFING TO ROUGH OPENING PER ARCHITECT. DO NOT DOWNSIZE OPENING. SHIM CONTINUOUS PERIMETER AT ALL FASTENER SEALANT m LOCATIONS. FILL ALL REMAINING VOIDS WITH I IN FIBERGLASS BATT OR LOW Cv I EXPANDING SPRAY-IN FOAM INSULATION. I IN NEW DOOR UNIT- SEE SCHEDULE EXTERIOR NTERIOR 0 SET ALUMINUM THRESHOLD NEW MARBLE THRESHOLD m m IN CONTINUOUS BED OF SEALANT FILLER AS REQUIRED. U) CUT BACK EXISTING INT.AND EXT.FLOOR FINISHES AS EXISTING STEPDOWN NECESSARY FOR DOOR \L f�j�'] INSTALLATION IF c:i CIL EXISTING CONCRETE SLAB (y KEY rDR-2.�lTYPICAL EXTERIOR SWINGING PRIME DOOR DETAIL (EP) EXISTING ° 1 2 3 HEAD AND THRESHOLD DETAIL/JAMB SIMILAR Scale in Inches NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND 2 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. E 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.) PROJECT: DRAWING NUMBER: KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM CONSTRUCTION OF KEY WEST BYTHE SEA - FINAL PHASE D R-2.1 MARCH 2O22 Packet Pg. 2509 J.3.g c� 0 u U 0 CIL NEW DOOR AND FRAME- S SEE SCHEDULE ILL a t% D D 0 m 1/4"SHIM SPACE NEW WALL CONSTRUCTION PER 0- WALL DETAIL WL-2.1 NEW PAINTED 1x4 WOOD CASING PER TYP.DETAIL DR-4.1 NEW FIRE RETARDANT TREATED WOOD BLOCKING U) m U 0 U KEY DR-3.1 TYPICAL INTERIOR WOOD DOOR DETAIL (IW) 141) EXISTING ° JAMB DETAIL(HEAD SIMILAR) 0 Scale in Inches NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND 2 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. E 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.) PROJECT: DRAWING NUMBER: KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM D R-3.1 CONSTRUCTION OF KEY WEST BYTHE SEA - FINAL PHASE MARCH 2O22 Packet Pg. 2510 J.3.g 1X4 FLAT PAINTED TERMITE RESISTANT WOOD CASING& RETURNS REPLACEMENT DOOR AS U SCHEDULED. U a t% a 0 m E cu 881 TRIM EXISTING BASE SQUARE (� AND CAULK TO NEW WOOD TRIM U 0 U rDR4'1* TYPICAL INTERIOR DOOR TRIM ELEVATION NOT TO SCALE 4- 0 0) NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND 2 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. E 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.) PROJECT: DRAWING NUMBER: KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM CONSTRUCTION OF KEY WEST BYTHE SEA - FINAL PHASE D R-4.1 MARCH 2O22 Packet Pg. 2511 J.3.g c� CUT&REMOVE EXISTING 0 EXIST.BLDG.WALL Li'xi"X-BRACE HERE, EQ.L.EQ. EQ.L.EQ. L) FLOOR TOEMAINAIN TYP EXISTING ,TYP. EXISTING JOIST TOP CHORD,�, (� Cl d w cJ 0 �B� DET. CL SECT"I" d \ Li/2"Oxi 1/2"BOTT L3"x3"xi/4"x6"LG. CHORD BRACE W/1/2"0 w/2-7/16"0 HOLES FO v F___ BOLT&WASHER,TYP. 2-3/6"O BOLTS,TYP. SECT,•,• SECT. 1 1/2"Ox1 1/2"LG EXISTING JOIST WEB BAR,TYP. BOLTS W/WASHER, TYR VHERE/IF REQUIRED,NEW NEW L1 1/2"x1 1/2"x3/16"x EXISTING JOIST BOTT EXISTING CONCRETE CL L1 1/2"xL1 1/2"BOTT AS REQ'D BOTT.CHORD CHORD BARS,TYP. FLOOR TO REMAIN,TYP. L3"x3"xi/4"x6"LG. CHORD BRACE MAY BE BRACE,TYP.WHERE EXISTING w/2-3/6"Ox3"LG.DIP. INSTALLED IN LAST BAY X-BRACING TO BE CUT. BOLTS&WASHERS,TYP. NEXT TO EXISTING TIE-BEAM. d Cx°J II EXISTING JOIST TOP Q. I CHORD,TYR EXISTING JOIST WEB BAR,TYP. 0 DET. "A" DET. "B$$ DET. " EXISTING JOIST BOTT 3"X3"X"P C$$ } 4 TYP. CHORD BARS,TYP. 1/2"00 1/2"LG.BOLTS NOTE BOTT CHORD BRACE TO BE INSTALLED NEXT TO THE EXISTING 1/2"WEB-BAR(EITHER SIDE OF JOIST,SEE DET."(f)AND TO BE BOLTED W/WASHER,W. E TO JOIST BOTT CHORD BARS AS SHOWN.TORQUE BOLT-NUT UNTIL ALL ASSEMBLY IS IN COMPRESSION,THEN CUT&REMOVE EXISTING X-BRACE WHERE SHOWN.UPSET TREADS OF FO BOLT AFTER INSTALLATION.ALL NEW STEEL TO BE ASTM A36,ALL BOLTS TO BE ASTM A307,TYP. cu 88J rs_,_,' STRUCTURAL X BRIDING MODIFICATION NOT TO SCALE o' L_ CL THIS DETAIL SHALL BE USED AS REQUIRED AT ERV CLOSET U DUCTWORK CONFLICT WITH EXISTING X-BRIDGING. EL Lo 4- 0 Lo 0 E 0 E u PROJECT: DRAWING NUMBER: KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM CONSTRUCTION OF KEY WEST BYTHE SEA - FINAL PHASE ST-1.1 MARCH 2O22 Packet Pg. 2512 J.3.g EXISTING WALL SHOWN HATCHED U 0 U U 0 76 iz EXISTING GYP.BD.WALL FINISH NEW MECHANICAL PIPING a LO zz0 QQ< D 0 0 `� �,0 O�z O O �2 LLu u Cu NEW 1/2"(OR MATCH EXISTING) GYPSUM BOARD. PATCH,TEXTURE AND PAINT TO MATCH EXISTING WALLS. NEW 2-1/2"20 GA.GALV.MTL. m FRAMING @ 16"OC. REMOVE U) EXISTING GYP.BD.AS REQUIRED TO FASTEN TO EXISTING CEILING AND WALL FRAMING. ADD MTL FRAMING CROSS MEMBERS AS REQUIRED IN EXISTING WALL/ CEILING. SEE FLOOR PLAN FOR DIMENSION AND CONFIGURATION NEW 1X6 PAINTED WOOD FLAT TRIM op A AT TOP AND BOTTOM OF PILASTER WHERE EXIST.BASE/CROWN (y MOULDING OCCURS. L-1°1 TYPICAL INTERIOR WALL PILAS ER DETAIL 0 1 2 3 1419 Scale in Inches 1419 0) NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND 2 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. E 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.) PROJECT: DRAWING NUMBER: KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM CONSTRUCTION OF KEY WEST BYTHE SEA - FINAL PHASE WL-1.1 MARCH 2O22 Packet Pg. 2513 J.3.g c� 0 u u EXISTING CONC.FLOOR/CEILING 0 ASSEMBLY `A CONTINUOUS SEALANT AT TOP PLATE ILL PATCH EXISTING CEILING WITH 5/8" GYP.BD.(OR MATCH EXISTING)ON 7/8"MTL.FURRING @ 24"OC. PROVIDE 1 LAYER%"GYPSUM BOARD TAPED AND PAINTED AT BOTH SIDES m a t% 3-5/8"25 GA.MTL.WALL FRAMING @ 16"OC. NEW PAINTED TERMITE RESISTANT 1X6 WOOD BASE AT BOTH SIDES 0 NEW 2x4 FIRE RETARDANT Cu TREATED SILL PLATE SET IN BED OF CONT.SEALANT.ANCHOR W/16" 0 CONC.FASTENERS @ 24"OC. CUT BACK EXISTING FLOOR FINISHES U) m EXISTING CONC.FLOOR ASSEMBLY 0- U WL-2. TYPICAL INTERIOR ERV CLOSET WALL DETAIL Lo 4- 0 1 2 3 0 Scale in Inches NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND 2 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. E 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.) PROJECT: DRAWING NUMBER: KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM CONSTRUCTION OF KEY WEST BYTHE SEA - FINAL PHASE WL-2.1 MARCH 2O22 Packet Pg. 2514 J.3.g E c� CUT BACK STUCCO 6"MINIMUM ALL PATCH/REPLACE INTERIOR AND 0 AROUND AS REQUIRED TO ACHIEVE A EXTERIOR WALL FINISHES FOR A U LEVEL AND PLUMB WALL SURFACE. PATCH NEAT AND CLEAN APPEARANCE. U EXT.STUCCO TO MATCH EXISTING WALL PRIME AND PAINT ENTIRE WALL, TEXTURE. PRIME AND PAINT TO MATCH CORNER TO CORNER TO MATCH EXISTING WALL. EXISTING FINISH OR AS DIRECTED BY ARCHITECT. 0 CIL � — - - - I I I I REMOVE EXISTING A/C UNIT AND INTERIOR/EXTERIOR A/C FRAME. COORDINATE WITH PROGRAM MANAGER ON DISPOSAL OF REMOVED EQUIPMENT. I I I a INFILL EXTERIOR WALL WITH 8" m CONCRETE MASONRY UNIT(CMU). PROVIDE GALV.METAL BRICK TIES TO EXISTING WALL AT EACH COURSE. MATCH SIZE AND ALIGNMENT OF MORTAR JOINTS TO BLEND INTO I I PROVIDE NEW GYPSUM EXISTING SURFACE. I I BOARD,FURRING AND 0 INSULATION TO MATCH EXISTING. E- EXISTING 8"CMU WALL U) REMOVE ELECTRICAL BOX AND ASSOCIATED WIRING,INFILL VOID IN WALL AND PATCH TO MATCH EXISTING FINISHES. U 0- U KEY L-3.1 TYPICAL INFILL DETAIL AT EXISTING THRU-WALL AC 141) EXISTING 0 1 2 3 40 141) Scale in Inches NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND 2 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. E 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.) PROJECT: DRAWING NUMBER: KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM ` - ,�_�■� CONSTRUCTION OF KEY WEST BYTHE SEA - FINAL PHASE VV MARCH 2O22 Packet Pg. 2515 J.3.g c� 0 u u 0 31. 3 4 4 ILL VARIES CONT.SEALANT BEAD EACH SIDE AND AT ALL PIPE PENETRATIONS LLu 7 O Q a t% 3/16"TAPCONS INTO CM @ 16"OC. EACH SIDE. MINIMUM.050"ALUMINUM LINE SET COVER WHERE SPECIFIED ON m MECHANICAL DRAWINGS. SUBMIT SHOP DRAWINGS FOR REVIEW. PAINT TO MATCH EXISTING BUILDING 881 U L-4.1 LINE SET COVER ON EXTERIOR WALL NOT TO SCALE CL 2 CL Lo 4- 0 0) NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS(SIDING,TRIM,FINISHES,ETC.)VARY AT EACH OPENING. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND 2 CONSULT WITH THE ARCHITECT FOR ADDITIONAL DIRECTION WHEN FIELD CONDITIONS DEVIATE SUBSTANTIALLY FROM THIS DETAIL. 2. THE CONTRACTOR SHALL INSPECT THE ROUGH OPENING FOR STRUCTURAL SOUNDNESS AND CORRECT ALL VISIBLE DETERIORATION PRIOR TO INSTALLING PRODUCTS. ALL PRODUCTS SHALL BE ANCHORED TO THE ROUGH OPENING IN ACCORDANCE WITH FLORIDA PRODUCT APPROVAL. E 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.) U m PROJECT: DRAWING NUMBER: KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM CONSTRUCTION OF KEY WEST BYTHE SEA - FINAL PHASE WL-4.1 MARCH 2O22 Packet Pg. 2516 J.3.g NOTES: 1. THE CONTRACTOR SHALL PROVIDE AT NO ADDITIONAL COST, ENGINEERING FOR AN ALUMINUM �y WALL BRACKET TO SUPPORT THE CONDENSING UNIT ABOVE THE FEMA BASE FLOOD ELEVATION (OR AS c� REQUIRED BY MONROE COUNTY). ENGINEERING SHALL INCLUDE THE CONNECTION DETAIL OF THE CONDENSING UNIT TO THE BRACKET AS APPROVED BY t3) THE EQUIPMENT MANUFACTURER. ALL ENGINEERING U SHALL BE SIGNED AND SEALED BY A FLORIDA UJI PROFESSIONAL ENGINEER AND SHALL SATISFY PERMIT REQUIREMENTS. CL MANUFACTURER'S MOUNTING ALUMINUM WALL BRACKET BRACKET WITH!"THICK TO SUPPORT CONDENSING NEOPRENE PAD UNDER UNIT. SEE NOTE 1. B RACKET. PATIO cn NDENSI UNIT 8" THIS DIMENSION MUST BE FIELD VERIFIED.WHEN UNIT IS LOCATED m ON THIS SIDE OF THE BALCONY THE CONTROL PANEL MUST 4- CLEAR THE EXISTING STORM SHUTTERS&PROVIDE WORKING ACCESS. 0 CL CL LIVING ROOM GROUND FLOOR CONDENSING UNIT DETAIL SCALE: 1/4" = V-0" E c� PROJECT: DRAWING NUMBER: KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM CONSTRUCTION OF KEY WEST BY THE SEA - FINAL PHASE M E-1.1 MARCH 2O22 Packet Pg. 2517 J.3.g c� NOTES: 1. THE CONTRACTOR SHALL PROVIDE AT NO 0 ADDITIONAL COST, ENGINEERING FOR THE ALUMINUM u WALL BRACKET&ANCHORING OF THE WALL BRACKET w &CONDENSING UNIT TO THE EXTERIOR WALL TO MEET WIND LOAD REQUIREMENTS. ENGINEERING 0 SHALL BE PROVIDED BY OR APPROVED BY THE EQUIPMENT MANUFACTURER. ALL ENGINEERING CL SHALL BE SIGNED AND SEALED BY A FLORIDA PROFESSIONAL ENGINEER AND SHALL SATISFY PERMIT REQUIREMENTS. ALUMINUM WALL BRACKET TO SUPPORT CONDENSING UNIT WITH 2"THICK NEOPRENE PAD BETWEEN BRACKET&UNIT SUPPORT. SEE NOTE 1. cn BALCONY 0 NDENSI UNIT 8" C ENSION MUST BE FIELD VERIFIED. WHEN UNIT IS LOCATED ON THIS SIDE OF THE BALCONY THE CONTROL PANEL MUST CLEAR THE EXISTING STORM SHUTTERS& PROVIDE WORKING ACCESS. SOME BALCONY'S WILL HAVE CONDENSING UNIT c� ON OPPOSITE SIDE.THE CLEAR SPACE FOR THE MANUFACTURER'S CONTROL PANEL ACCESS FROM THE BALCONY RAIL MUST BE CL MAINTAINED IN THOSE INSTALLATIONS. 0 0 BALCONY CONDENSING UNIT DETAIL E SCALE: 1/4" = V-0" > E c� PROJECT: DRAWING NUMBER: KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM CONSTRUCTION OF KEY WEST BY THE SEA - FINAL PHASE M E-1.2 MARCH 2O22 Packet Pg. 2518 J.3.g 71 5 1.8 BALCONY U ri CONDENSING UNIT rl rl �C c) c, AHU 2 0 Q Q 3 1 1.5 1.4 BEDROOM 2 LIVING ROOM 1 BEDROOM 3 1.9 O CLO BATH CLO � O O BATH O O CLO CLO O � U BEDROOM 1 4 = 1.5 a KITCHEN CL 2 6CIL ul)4-Lo w r 2 TYPICAL UNIT EQUIPMENT LOCATIONS SCALE: 3/16" = 1'—O" u PROJECT: DRAWING NUMBER: KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM CONSTRUCTION OF KEY WEST BY THE SEA - FINAL PHASE M E-1.3 MARCH 2O22 Packet Pg. 2519 J.3.g 12" \--AHU ACCESS PANEL U ONLY AS REQ'D. 0 / L) L w w CO J D_ LIVING ROOM AHU ELEVATION 2 SCALE: g 12" E 4- 0 AHU � 881 CO Q o_ SLIDING DOOR , U 0 CL CL Lo 4- 0 Lo 0 E 1 LIVING ROOM AHU ELEVATION u PROJECT: DRAWING NUMBER: KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM CONSTRUCTION OF KEY WEST BY THE SEA - FINAL PHASE M E-1.4 MARCH 2O22 Packet Pg. 2520 J.3.g 3 POLE TOGGLE DISCONNECT SWITCH.PROVIDE LABEL AS DISCONNECT SWITCH.VERIFY EXACT WORDING IN FIELD WITH CONSTRUCTION MANAGER. WALKWAY SIDE BEDROOMS ONLY. BEAM 12" r�1 � LJ AHU 1 0 COPPER DISCHARGE LINE I L) I �I I I9�,.GRAVITY z DRAIN. O U (� MINI-CONDENSATE PUMP W/INTEGRAL BASIN. MOUNT IN WALL WITH ACCESS PANEL IN BEDROOM. MIN 2 GPH FLOW AT 10'HD.RATED SOUND SHALL BE NOTE:BEDROOMS WITH AHU LOCATED ABOVE 25 DBA OR LESS.MOUNT PUMP AS LOW AS DOOR SHALL HAVE THE CONDENSATE PUMP POSSIBLE. LOCATED IN THE SOFFIT ON THE HALL SIDE,BEHIND THE AHU. a t% 4 BEDROOM AHU ELEVATION WITH PUMP SCALE: 3/8" = 1'-0" 0 12" E 0 BEAM AHU 881 2" 3 POLE TOGGLE DISCONNECT SWITCH.PROVIDE LABEL AS DISCONNECT SWITCH.VERIFY EXACT WORDING IN FIELD WITH LOJ CONSTRUCTION MANAGER. COURTYARD SIDE BEDROOMS ONLY. CL 48"OR HEIGHT 2 OFBEDROOM z CIL WALL SWITCH, J IF DIFFERENT. O Lo 4- 0 Lo 0 IV E 3 BEDROOM AHU ELEVATION W/O PUMP SCALE: 3/8 = 1 —0 ci m PROJECT: DRAWING NUMBER: KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM CONSTRUCTION OF KEY WEST BY THE SEA - FINAL PHASE M E-1.5 MARCH 2O22 Packet Pg. 2521 J.3.g c� 0 u u 0 ALIGN WALL CAPS& COVERS VERTICALLY. ERV INTAKE WALL CAP. CONCRETE BALCONY — a VERIFY WITH FEMA cv I 22" EVATION REQUIREMENT. 10" ERV EXHAUST .2 L-r-- — WALL CAP. m �—WP GFI RECEPT. BOTTOM OF CONC.BEAM 14^ 4"DIA RE &DISCONNECT DO NOT PENETRATE 0 LINE WALL PENETRATION. PROVIDE THE CU WITH MANUFACTURERS OPTIONAL 4"DIA ELECTRICAL DRAIN KIT ACCESSORY. &CONDENSATE ROUTE DRAIN LINE FROM CU PENETRATION. TO CONDENSATE DRAIN. SLIDING DOOR m 38" m CONDENSATE DRAIN NOTE:ALL EXPOSED REFRIGERANT LINE INSULATION SHALL BE PAINTED WITH A UV PROTECTIVE COATING.THE COLOR SHALL BE WHITE&THE PRODUCT SHALL BE LISTED FOR USE ON THE LINE SET INSULATION. FINISHED FLOOR PATIO SLAB 4- 0 GGRUND FLOOR PATIO ELEVATION SCALEO: 3/8" c� PROJECT: DRAWING NUMBER: KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM CONSTRUCTION OF KEY WEST BY THE SEA - FINAL PHASE M E-1.6 MARCH 2O22 Packet Pg. 2522 J.3.g c� ERV INTAKE WALL CAP UP 78"AFF. BALCONY SLAB pp�q pWq W VERIFY WITH FEMA 22" &LOCAL FLOOD EXIST. ELEVATION CU CLG. REQUIREMENT. 10" ILL 14" 4"SCH 40 PVC SLEEV FOR REF LINE WALL PENETRATION. w Q 4"SCH 40 PVC SLEEVE FOR ° ELECTRICAL& CONDENSATE m PENETRATION. a t% a 0 PATIO SLAB E n GROUND FLOOR PATIO SECTION CL SCALE: 2 CL Lo 4- 0 Lo 0 0 E ci PROJECT: DRAWING NUMBER: KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM CONSTRUCTION OF KEY WEST BY THE SEA - FINAL PHASE M E-1.7 MARCH 2O22 Packet Pg. 2523 J.3.g 4"DIA ERV DUCT.TYP. WITH SLEEVES THRU GYP. I I I I I I I BD.CEILING. SEAL ALL I II II II PENETRATIONS.THIS DUCT I I I I I II I MUST BE RIGID SHEET I I I I I II I M ETAL I NTO CEI LI NG SPACE. ERV SUSPENDED FROM STEEL JOISTS 7ERV + ABOVE USING (y UNI-STRUT SUPPORT (� AND ALL THREAD ROD ❑ 0 ERV u CONTROL (� 6" MOUNT ERV AS 0 EXIST.CLOSET HIGH AS POSSIBLE 54" IN CLOSET.VERIFY WIDTH OF EXIST. DOOR TO ALLOW FULL ACCESS TO ERV FOR SERVICE 6 ERV CLOSET ELEVATION SCALE: 3/8" = 1'-0" cn ERV INTAKE WALL CAP. TOP OF DUCT AT BOTTO CONCRETE BALCONY AT FLOOR 3 >- OF BEAM w I � 0 m �- lj 0 4"SCH 40 PVC SLEE E BOTTOM OF CONC.13EAM FOR REF LINE WALL DO NOT PENETRATE PENETRATION. W GFI RECEPT.I LINE SET COVE PAINTED NOTE:ALL EXPOSED REFRIGERANT LINE INSULATION & ISCONNECT TO MATCH BUILDING. SHALL BE PAINTED WITH A UV PROTECTIVE COATING. U) HORIZONTAL SECTION TO THE COLOR SHALL BE WHITE&THE PRODUCT SHALL BE 6'-0" L BE 30"LONG. LISTED FOR USE ON THE LINE SET INSULATION. 4"SCH 40 PVC SLEEVE FOR SLIDING DOOR ELECTRICAL&— CONDENSATE PENETRATION. \ TOP OF UNIT BE BELOW TOP OFF BALCONY RAILING. CIL FINISHED FLOOR Lo BALCONY SLAB 0 PROVIDE THE CU WITH Lo MANUFACTURERS OPTIONAL ERV EXHAUST WALL CAP. DRAIN KIT ACCESSORY. ROUTE DRAIN LINE FROM CU TO CONDENSATE DRAIN. 6 BALCONY EXTERIOR ELEVATION c� PROJECT: DRAWING NUMBER: $`A KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM CONSTRUCTION OF KEY WEST BY THE SEA - FINAL PHASE M E-1.8 MARCH 2O22 Packet Pg. 2524 J.3.g c� 0 u u 0 CONCRETE BALCONY AT FLOOR 3 ERV INTAKE WALL CAP. TOP OF DUCT AT BOTTOM OF BEAM EXIST. CLG. a WP GFI RECEPT.&CU DISC cn w U) Q m E TOP OF UNIT TO BE CU BELOW TOP OF BALCONY RAILING. 881 BALCONY SLAB 4"SCH 40 PVC SLEEVE FOR REF LINE WALL ERV EXHAUST WALL CAP PENETRATION. 4"SCH 40 PVC 0 SLEEVE FOR ELECTRICAL& CONDENSATE m U PENETRATION. CIL NOTE:ALL WALL CAPS&LINE SET SLEEVE COVERS 4— SHALL BE ALUMINUM PAINTED TO MATCH THE BUILDING.INTAKE&EXHAUST CAPS SHALL HAVE 1/4" Lo X1/4"SCREEN. E 1 TYPICAL BALCONY SECTION SCALE: 3/16" = 1�—O" NOTE:FLOOR 2 SHOWN. ci PROJECT: DRAWING NUMBER: KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM (] CONSTRUCTION OF KEY WEST BY THE SEA - FINAL PHASE M E-1.9 MARCH 2O22 Packet Pg. 2525 J.3.g E c� 0 u u 0 CL ILL CORE DRILL HOLE IN CMU WALL FOR SCH 40 PVC SLEEVE. PIPING L Cn EXPANDING FOAM SEALANT. a 0 m E SEAL ANNULAR SPACE WITH 4- CONT.SEALANT NOTE:THE DIAMETER OF THE CORED HOLE SHALL BE NO LARGER THAN THE O.D.OF THE SCH 40 PVC PIPE PLUS 1/4". U) Cu U U CL 4- 0 0 E 6 TYPICAL WALL SLEEVE DETAIL SCALE: NTS c� PROJECT: DRAWING NUMBER: KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM M E-1.10 CONSTRUCTION OF KEY WEST BY THE SEA - FINAL PHASE MARCH 2O22 Packet Pg. 2526 J.3.g CONDENSATE DRAIN HOSE FROM THE WALL MOUNTED AHU. �9 U PLASTIC FITTING: 1/2"BARB X3/4"MALE NPT. PROVIDE PIPE CLAMP AT 0 BARBED END. SCH 40 PVC FITTING: L) 3/4"FPT X 3/4"SLIP L) UJI CL Lo 00 CL 3/4"SCH 40 PVC CONDENSATE DRAIN RUN SEPARATELY TO BUILDING EXTERIOR THRU WALL SLEEVE. AHU GRAVITY DRAIN DETAIL SCALE: NTS UJI SOFT COPPER CONDENSATE TO 0 EXTERIOR 5/8"ID PLASTIC TUBING Lo TO CONNECT TO DRAIN LINE FROM UNIT. 3/8"OD COPPER TO 3/8"OD PLASTIC TUBING CONNECTION FITTING.LOCATE AT PUMP ACCESS PANEL. PLASTIC TUBING FROM PUMP. 0 U CL Lo 4- CONDENSATE 0 PUMP Lo 0 E 0 CONDENSATE PUMP PIPING DETAIL SCALE: NTS U PROJECT: DRAWING NUMBER: KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM M E-1.11 CONSTRUCTION OF KEY WEST BY THE SEA - FINAL PHASE MARCH 2O22 Packet Pg. 2527 J.3.g c� 0 u u 0 7 30" 4" DIA ELECTRICAL &CONDENSATE PENETRATION. 1/4"COPPER TUBING FROM /� CONDENSATE PU OP. TRANSITION �3 TO 3/8" ID UV RES STANT TUBING. TYPICAL FOR EACH CONDENSATE (RAI CH 4 VC GRAVI PUMP DRAIN LINE N TO 5/8 D UV TANT TU N .TYPICALEACH GRA DRAIN. REMOVABLE >` PERFORATED CAP. PLASTIC 3/4" MPT X BARBED FITTING FOR TUBIN3 E CONNECTION. TYPICAL. REMOVABLE PERFORATED--- CAP. NON-KINK, UV RESISTANT TUBING 1"CONDENSATE 23 TO RISER. FROM CU DRAIN. 2" MIN 1" SCH 40 PVC BALCONY SLAB 0 2 CONDENSATE PIPING ELEVATION Lo SCALE: 1" = V-0" 0 Lo 0 0 E ci PROJECT: DRAWING NUMBER: KEY WEST INTERNATIONAL AIRPORT NOISE INSULATION PROGRAM M E-1.12 CONSTRUCTION OF KEY WEST BY THE SEA - FINAL PHASE MARCH 2O22 Packet Pg. 2528 J.3.g 0 u u w a 0 CL u- en z cn SECTION III c: m E CONSTRUCTION SAFETY & 0 4- 0 PHASING PLAN 0 L- (L -ra .2 CL Lo 4- 0 Lo 0 E .2 0 E .a u Packet 'Pg. 2529 J.3.g c� r KEY WEST u u INTERNATIONAL AIRPORT a CL n� j4pm?..,ai- tion CL CL KEY WEST BY THE SEA CONSTRUCTION SAFETY AND PHASING PLAN E 0 4- CL CL LO 4- 0 LO 0 E March 1 , 2022 E Packet Pg. 2530 KEY WEST „ INTERNATIONAL AIRPORT SIU o W Key West International Airport V L "asiiiip Noise Insulation Program (NIP)—Final Phase MsullaHon Introduction Phase 2 of the Key West International Airport Noise Insulation Program (NIP)will include the acoustical treatment for the Key West by The Sea Condominiums (KWBTS) located within the DNL 65 dB boundary. c0 U KWBTS Proposed Scope of Work 0 The KWBTS complex includes a total of three (3) buildings, containing a total of 206 condominiums. Buildings A and B are six (6) story structures, each containing sixty-five (65) condominium units. Building C is a three (3) story structure containing seventy-six (76) residential units. For the KWBTS condominium units, the NIP improvements will include new acoustic �e windows, acoustic prime doors, acoustic sliding patio doors, ductless mini-split HVAC system, Energy Recovery Ventilator (ERV) unit, and construction of all associated wall pilasters required to house the Ductless AC and ERV ducts and lines. In addition, the NIP improvements will include the removal and infill of all portable "through-wall" air conditioning units (PTAC), electrical panel upgrades (only where required), interior painting and exterior stucco patching and painting. Asbestos testing will be performed in all KWBTS condominiums during the design process. The laboratory analysis / results of the samples will determine if any of the areas/surfaces (exterior stucco, gypsum board, ceilings) in a condominium contain the presence of asbestos containing materials (ACM). In the event of ACM in any surface or area in the condominium, asbestos abatement will required be a required scope of work item. If required, the required asbestos abatement scope of work could represent a high (n volume of additional work to include the construction of containments on all walls, ceilings and window / door openings, asbestos removal and bagging, air sampling and worker clearances in containment areas for non-abatement subcontractors. c� THC Staffing Throughout the NIP Phase 2, THC, Inc. will act as the prime consultant (the "Consultant'), CL responsible for management of all THC staff, as well as all sub-consultants (Principal 2 Architect, Principal Engineer, Construction Manager, Environmental Engineer, Acoustical Engineer). In addition to providing the Program Manager, Program Assistant Manager LO and Construction Administrator, THC will also be responsible for providing the NIP 0 LO Construction Manager and NIP Construction Administrator who will be responsible for the daily on-site management of the Contractor. Given the high level of construction activity that will be occurring simultaneously in numerous condominiums on multiple floors during 6 the construction period, this project will require two (2) professionals (Construction Manager, Construction Administration) to properly observe and manage all construction, asbestos abatement, scaffolding and/or lift activity (walkway and/or courtyard building elevations), conduct all daily/weekly meetings and to provide the timely processing of all required paperwork and payment processing. This will ensure the highest level of safety and construction quality. In the event of requires asbestos abatement, THC will be Construction Safety and Phasing Plan Page 2 of 8 Packet Pg. 2531 KEY WEST „ INTERNATIONAL AIRPORT SIU o W Key West International Airport V L "asiiiip Noise Insulation Program (NIP)—Final Phase MsullaHon required to hire a professional asbestos abatement staff person who will act as the executive asbestos manager to ensure the Contractor's asbestos abatement subcontractor complies with all defined asbestos abatement requirements identified in the project specification. 0 Appointment of Construction Safety Manager (CSM) U U The Contractor will be required to appoint its on-site construction superintendent or otherIll qualified individual as its duly authorized representative to serve as Construction Safety 0 Manager(CSM). The CSM shall be especially knowledgeable regarding the requirements of The Written Safety Plan and shall represent the Contractor on safety and security compliance. The CSM will accomplish the following: 1. Before the initiation of construction, provide a complete review of the project safety plan and associated requirements to all contractor employees, subcontractors, and/or independent agents. 2. Work in tandem with the designated Construction Manager to ensure that all contractor employees are issued ID badges before the initiation of construction. 3. Develop and submit in writing a detailed work schedule with dates of all scopes of work and all milestone events. CU 4. Develop and submit in writing a detailed outline of the procedures to be followed to maintain safety and security of Contractor operations during the execution of the contract work. 5. Conduct at least one safety meeting of all Contractor supervisory personnel prior CU to the start of contract work. The purpose of this meeting is to review the approved Work sequence schedule and safety and security procedures. Attendance at this meeting by the CSM, all Contractor supervisory personnel, and the Construction Manager is mandatory. 6. Develop a safety and security orientation program and provide a briefing for all 2 0. employees of the Contractor and subcontractors that will be used on the project. LO 7. Submit a Safety Plan Compliance Document (SPCD) to the Consultant and 0 LO Construction Manager describing how it will comply with the requirements of the CSPP and supplying any details that could not be determined before contract award. 6 8. Scheduling of weekly progress meetings that include, as a part of the agenda, an update of safety plan requirements, issues, concerns, and incidents. Construction Safety Manager (CSM) Responsibilities Construction Safety and Phasing Plan Page 3 of 8 Packet Pg. 2532 KEY WEST „ INTERNATIONAL AIRPORT SIU o W Key West International Airport V L "asiiiip Noise Insulation Program (NIP)—Final Phase MsullaHon The goal of the safety plan is to provide an efficient, productive construction effort that incorporates safe working methods and strong safety standards by all employees, supervisors, subcontractors, and material suppliers while on the project site. Throughout the management of the project, the CSM will constantly remind members of the need for safe habits and behavior on the project site. The CSM will monitor the construction on 0 site daily to evaluate work conditions and the work habits of the Contractor's crews. A U Safety Report by the CSM will be presented at each weekly meeting to address areas ofIll concern. The CSM responsibilities will be the following: 0 CL 1. Responsible for all on site safety. 2. Establish and provide safety training for all construction personnel. 3. Make all necessary personal protective equipment,job safety materials, and first aid equipment available. 4. Require all subcontractors to adhere to all safety regulations. �e 5. Review accidents with subcontractors, supervisors, foremen, and file reports and see that corrective measures are implemented immediately. Maintain all safety records, accident reports, and investigation reports. 6. Have copies of all federal, state and local safety regulations at the jobsite office. 7. Be familiar with the laws pertaining to safety, and their basic requirements. 8. See that all new employees are given orientation regarding their safety responsibilities. 9. Inspect work operations daily to insure the use of safety procedures and safe use of equipment. 10. Conduct a weekly on-site safety meeting discussing upcoming work and the associated job hazards. 11. Utilize the U.S. Army Corps of Engineers Safety Manual, EM-385-1-1, Personal Safety Policy, and OSHA Regulations to prepare for each construction activity and determine required precautions and comply with CFR Part 1910, NFPA Standards, N.E.C. Standards, ANSI and EPA Standards. 12. Provide means to accomplish policy as stated above. 13. Enforce this policy and discharge any employee who willfully disregards it. 14. Require all subcontractors to abide by all subcontract language. 15. Conduct safety inspections and document findings. 16. Investigate all accidents and file full report. 17. Establish procedures for reporting and treating every injury. 2 LO 4- 0 LO 0 0 E c� Construction Safety and Phasing Plan Page 4 of 8 Packet Pg. 2533 KEY WEST „ INTERNATIONAL AIRPORT SIU o W Key West International Airport V L "asiiiip Noise Insulation Program (NIP)—Final Phase MsullaHon Work Hours The Contractor will be able to perform all construction activities on weekdays (Monday through Friday) during the hours of 8:00 AM to 5:00 PM. If approved by the Consultant, the Contractor may be allowed to perform work on Saturday and "Quite Work" only on U Sundays during the hours of 8 AM to 5 PM. It should be noted that the Contractor, his U Ill employees and designated staff, will not be allowed on the construction site without the a presence of the Construction Manager. All work required beyond the above stated times must be first approved by Construction Manager and the Key West by The Sea property management. Property Protection Requirements The Contractor shall provide, install, and maintain temporary protection in all areas of the KWBTS Condominium Building and Site where NIP work occurs. In addition, specific requirements are: Asphalt and Concrete Surface Protection The Contractor shall provide protection on all asphalt and/or concrete surfaces & walkways when utilizing trucks/vehicles, hydraulic lifts, carts/flatbeds and/or machinery of any kind. In addition, the Contractor must protect all asphalt and/or concrete surfaces where storage, waste, and toilet facilities are placed on the property staging areas. The Contractor will be responsible to provide any and all repairs with their own funds in the event of any damage. Walkway Concrete Railing Protection During the operation of hydraulic lifts on the walkway side of the building elevation, the Contractor will be required to provide a protective shell over all concrete railings and walkway surfaces where the hydraulic lift activities occur during the transport of new windows, doors, HVAC, building materials, and waste/demolition material. The Contractor will be responsible to provide any and all repairs with their own funds in the event of any damage. Courtyard Grass, Shrub & Tree Protection 2 0. During the operation of hydraulic lifts in both the walkway and courtyard building elevations, the Contractor will be required to provide the proper wood tracking to protect LO all grass surfaces. In addition, the Contractor is responsible to provide protective tarps, 0 LO pads, and cloths to protect all shrubs and trees during any NIP work activity. The Contractor will be responsible to provide any and all repairs with their own funds in the event of any damage. 0 Condominium Interior Protection As required in the project specifications, the Contractor will be required to properly protect all interior finishes, flooring, and furniture during all NIP work activity utilizing tarps, pads, drop cloths, covers, or other appropriate items to minimize as much as possible any Construction Safety and Phasing Plan Page 5 of 8 Packet Pg. 2534 KEY WEST „ INTERNATIONAL AIRPORT SIU o W Key West International Airport V L "asiiiip Noise Insulation Program (NIP)—Final Phase MsullaHon damage and dust control to the premises or its contents. The Contractor will be responsible to provide any and all repairs with their own funds in the event of any damage. c� Nighttime Building Protection The Contractor will be required to provide nighttime security on all active KWBTS c0 construction floors during the time from 6:00pm — 8:00am. U Construction Site Planning and Restrictions 0 The building and premises included in the scope of work of this project 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 �e minimum requirements and the Contractor shall be responsible for providing protection to meet such requirements as may be required by public safety laws. Special areas (primarily the space behind Building C) throughout the KWBTS property will be designated for the Contractor during the construction period (see attachment). These designated areas, which are pre-approved by the property management, will serve as staging areas for equipment lifts, job storage containers, office trailer, construction waste dumpster, hazardous waste dumpster, tool trailer, and portable toilet. and worker facilities. All worker break areas will be restricted to this designated area. The Mobilization Plan requires approval by the Construction Manager. 4- Work Area Restrictions The Contractor will be required to barricade all non-construction traffic away from work areas. Work in progress shall not be left unattended until that portion of work is completed and the work area is cleaned and suitable for occupancy. Workers shall maintain sight of all tools and materials to prevent accidental injury. Unattended tools or power operated equipment will be properly removed by the Construction Manager and will not be returned until the end of the work day. 0 Debris Management All areas disturbed during construction will be clean of any debris or materials. Under no 2 circumstance will any window or door opening be left opened or unlocked. A walk through with the Construction Manager and the CSM will be performed at the end of each work LO day. The Contractor will also be required to provide a night-time security staff person to 0 LO watch the floor under construction during non-work hours. 2 0 OSHA Protection Policy The Contractor, their employees, and all subcontractors and their employees will be required to comply with the following general project work rules: 1. All employees shall always wear American National Standard Institute (ANSI) approved safety glasses with side shields on the project. Construction Safety and Phasing Plan Page 6 of 8 Packet Pg. 2535 KEY WEST „ INTERNATIONAL AIRPORT SIU o W Key West International Airport V L "asiiiip Noise Insulation Program (NIP)—Final Phase MsullaUon 2. All employees shall always wear ANSI approved hard hats while on the project site. 3. All employees shall always wear hard soled shoes/work boots while performing work on site. All visitors shall always wear appropriate footwear. 0 U U Fire Prevention 1. Fire extinguishers will be provided in work areas as required. 0 2. Flammable liquids, gases shall be stored in approved containers only and safely stored away from the buildings. 3. Contractor and subcontractors will provide temporary electrical service with ground fault circuit interrupters. 4. Contractors and all subcontractors shall receive instruction in the proper use of fire extinguishers, safety goggles, hard-hats, and all other equipment particular to their �e respective trades. Fall Protection 1. Safety standards and requirements for temporary facilities, including design, construction, spacing, power distribution, anchoring, and signage requirements, used on the project will adhere to Section 4 of the U.S Army Corps of Engineers Safety and Health Requirements Manual, Version EM 385-1-1 dated September 3, 1996. 2. All contractors and subcontractors must utilize full body harness w/ two shock- absorbing lanyards to allow continuous protection. 3. All practical measures must be taken to eliminate, prevent and control fall hazards. First consideration must be given to the elimination of those hazards. If a fall hazard cannot be practically eliminated, second consideration must be given to implementing effective permanent means of fall protection. 4. All floor and wall openings must always be properly barricaded. 0 L_ CL Hazardous Materials Management 0. All surfaces in each condominium will be tested to detect the presence of asbestos containing materials (ACM). Based on laboratory results of the samples, asbestos LO abatement will only be required in the areas/surfaces where the samples show a 0 LO presence of ACM. In this case, the required asbestos abatement scope of work could represent a high volume of additional work to include: 6 1. Construction of containments on all walls, ceilings and window/ door openings 2. Asbestos abatement when cutting existing gypsum board and ceilings 3. Asbestos abatement when taping and sanding replacement gypsum board 4. Asbestos abatement when removing windows and doors 5. Asbestos abatement when infilling wall openings (from PTAC units) Construction Safety and Phasing Plan Page 7 of 8 Packet Pg. 2536 KEY WEST „ INTERNATIONAL AIRPORT SIU o W Key West International Airport V L "asiiiip Noise Insulation Program (NIP)—Final Phase MsullaUon 6. Bagging of all asbestos waste 7. Air sampling during all asbestos abatement activity 8. Worker clearance in containment area by non-abatement subcontractors As a part of the project specifications, the Consultant will develop an asbestos abatement c0 specification which will define all asbestos abatement requirements. To monitor the U project asbestos abatement requirements, the Consultant will hire a professional asbestos abatement staff person who will act as the executive asbestos manager to 0 ensure the Contractor's asbestos abatement subcontractor complies with all defined asbestos abatement requirements identified in the project specification. Hazard Communication Program The Hazard Communication Program prepared by the Contractor shall comply with the �e requirements of the Federal OSHA standard 1926.59 and ensure that information necessary for the use, handling, and storage of hazardous chemicals is provided to and made available to all employees. This program includes guidelines on identification of chemical hazards and the preparation and proper use of container labels, placards, and other warning devices. Emergency Contact Information The Contractor shall designate a primary and alternate employee to be the responsible CU Contractor's representative. Each of these designees will be available locally on a 24- E hour basis. The names and phone numbers of each of these designees will be made available to the Construction Manager. The Contractor will be supplied with and required to keep posted at the project site the following emergency numbers: CU - 911 for medical, fire and police emergencies. - Key West Police Department: 305-809-1111 - Key West Fire Department: 305-292-8145 - Lower Keys Medical Hospital: 305-294-5531 - Monroe County Animal Care & Control: 305-294-4857 n Penalties & Issuance of Deficiency Points LO Noncompliance by the Contractor with safety rules and the regulations or failure to comply 0 LO with the written safety plan will result in both the repair of any and all damage to the KWBTS property, as well as, the issuance of NIP Deficiency Points by the Program Manager which can lead to contract termination (see Volume 1 — Special Provisions 0 Section SP-13). c� Construction Safety and Phasing Plan Page 8 of 8 Packet Pg. 2537 J.3.g 0 u u w a 0 CL u- en z cn SECTION IV c: m E GENERAL UNIT INFORMATION & 0 4- 0 WINDOW AND DOOR GLASS OPTION SELECTIONS 0 L- CL -ra .2 CL Lo 4- 0 Lo 0 E .2 0 E .a u Packet Pg. 2538 KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL NOISE INSULATION PROGRAM KEY WEST BYTHE SEA FINAL PHASE DOOR & WINDOW GLASS OPTIONS DEFAULT SELECTION: WHITE OBSCURED GLASS (EP-OG) OR SELECT ALTERNATE GLASS 0 OPTION: VISION GLASS(EP-VG) U Default Selection Alternate Glass EP-OG EP-VG WHITE OBSCURED GLASS El VISION GLASS CL WALKWAY MAIN SWINGING DOOR TYPE "A" DEFAULT SELECTION: WHITE OBSCURED GLASS (EP-OG) CL OR SELECT ALTERNATE GLASS OPTION:VISION GLASS(EP-VG) Default Selection Alternate Glass e EP-OG EP-VG WHITE OBSCURED GLASS El VISION GLASS WALKWAY SWINGING DOOR TYPE "C" (KITCHEN OR BEDROOM) 0 DEFAULT SELECTION: WHITE OBSCURED GLASS E (LOWER SASH ONLY) 0 Ex 71�:] S OR SELECT ALTERNATE GLASS qy OPTIONS: 1. VISION GLASS(UPPER& LOWER SASH) '0 2. WHITE OBSCURED GLASS Default Selection Alternate Glass Alternate Glass (UPPER AND LOWER �y SASH) WHITE OBSCURED GLASS VISION GLASS WHITE OBSCURED GLASS LOWER SASH ONLY ❑ UPPER AND LOWER SASH ❑ UPPER AND LOWER SASH qb WALKWAY BEDROOM WINDOW TYPE "1" 0 a as 0 DEFAULT SELECTION: CL WHITE OBSCURED GLASS (LOWER SASH ONLY) CL OR SELECT ALTERNATE GLASS % OPTIONS: Ln 1. VISION GLASS(UPPER& 4— LOWER SASH) 2. WHITE OBSCURED GLASS Default Selection Alternate Glass Alternate Glass (UPPER AND LOWER Q SASH) WHITE OBSCURED GLASS VISION GLASS WHITE OBSCURED GLASS E LOWER SASH ONLY El UPPER AND LOWER SASH El UPPER AND LOWER SASH 0 WALKWAY KITCHEN WINDOW TYPE "3" as Note: Default Selections will be specified for each unit unless the Unit Owner chooses alternate glass options by marking E optional selections and returning the complete form to Heather Faubert @ hfaubert@thcinc.net prior to February 15, 2022. 1 wish t tAon s ns as rk fornit No. Printed Pe Author, t 00 Packet Pg. 2539 J.3.g Existing DOOR AND WINDOW GLASS SELECTIONS Unit No. Owner Name Existing SpecialFinishes Hurricane Design Review Notes (REFER TO SHEET Al FOR SCHEDULE INFORMATION) Shutters SEE Al FLOOR PLAN FOR QUANTITIES AND OPENINGS WITHOUT GLASS OPTION Wainscot/Crown/ Unless otherwise Mirrors noted,All openings Door WlndoW l&7 are protected by Swinging DoorCSwinging Walkwa Bedroom Window3Kitchen Door DERVCIoset Accordian Shutters, g g Y yyqqpq W� Upper/Lower F-IW-FL(Flush) Upper/Lower LAW-LVR(Full Louver) dap Vision V=[P-VG V=[P-VG V=Vision O=Obscured P=1W-2P(2-Panel) 0=1P-OG 0=1P-OG O=Obscured T=Tentative BLDG A i�pp 0 U MA Crown Moulding and Default Selection.Verifed Glass selection P 4 28ed-18a Sheila A.ea rber c,lingt,im in Living Standard for DoorC d—dwall as EP-OG O O V/O N/A N/A W Room Crown Moulding in 0 201A Michael Halpern Living Room Standard Default Selection O N/A V/O N/A N/A 2 8ed-1 8a Full Ht.Mirtor in Bedroom 1 208A Marta Wolney None Standard Default Selection O N/A V/O V/O N/A 1 8ed-1 8a 401A Dominique Sellier None Standard Default selection O O V/O N/A N/A 2 8ed-1 8a 603A Wall m—,in Living Accordiw at Walkway 1 8ed-1 ea Thomas Schmitt Room Openings,Roll Down Vision Glass dd,A and Kit Window 3 V N/A N/A VN N/A at Courtyard Openings 605A —ddians th—t 28ed-18a Gary&Diane Onderdonk None and Roll Down at Default selection O N/A N/A N/A N/A Bedroom Windows BLDG B t�s 1058 Patricia Sellier None Standard Defaun selection N/A O N/A N/A N/A 2 8ed-1 8a 1.Crown Moulding 2088 Ray&Bridget Halpin Thr—t. Rolidown at Kitchen Kit Window 3 Vision Glass O N/A V/O VN P 1 8ed-1 8a 2.Full Ht.Mirrors on and Bedroom Living Room Wall (� E L- 301, Crown moulding in 0 18ed-18a Phyllis Stout Living Room,Kitchen Standard Kit Window 3 Vision Glass O N/A N/A VN P and Foyer Epp W 30" William&Carol Woolsey None Standard Kit Window 3 Vision Glass O N/A V/O VN N/A 2 8ed-1 8a 405E Peter&Lori Fogarty mirror on Living Room Roll-down at BR1& Defaun Selection O N/A N/A N/A N/A 3 8ed-2 ea wall BR2 n 601E Crown Mouldings in 2 Bed-18a Gary Williams Living Room,Kitchen, Standard Defaun selection O N/A V/O N/A N/A Foyer and BR2. p� W ddqq Crown Moulding Living Vision Glass DoorA and Kit Window 3. y� 6M Room thru-out,Bead Owner does not want elec panel on MIL 18ed-18a It McGrath Board and Mirrors in Standard Ow— paid to move.OK to leavem hall for V N/A N/A VN P Living Room bid. Crown Moulding Thru- 6118 Warren&Dana Rosenfeld out.eeadb—d Standard Default Selection O O V/O N/A P n 3 8ed-2 8a scot in Bedroom &3, L iypp 0 L 0 E 0 E Packet Pg. 2540 J.3.g Existing DOOR AND WINDOW GLASS SELECTIONS Unit No. Owner Name Existing SpecialFinishes Hurricane Design Review Notes (REFER TO SHEET Al FOR SCHEDULE INFORMATION) Shutters SEE Al FLOOR PLAN FOR QUANTITIES AND OPENINGS WITHOUT GLASS OPTION Wainscot/Crown/ Unless otherwise Mirrors noted,All openings Door A Window 1&7 are protected by Swinging DoorCSwinging Walkwa Bedroom Window3Kitchen Door DERVCIoset Accordian Shutters. g g Y yyqqpq W� Upper/Lower F—IW-FL(Flush) Upper/Lower V=Vision L=I W-LVR(Full Louver) V=[P-VG V=[P-VG V=Vision P=IW-2P(2-Panel) 0=[P-OG 0=[P-OG O=Obscured O=Obscured ?=tentative � �0yp Uid 115C Brian&Susan Hill None Standard Default selection O N/A V/O NA NA 3 Bed-2 ea Do,"It Selection.Owner could not pin& 0 211' Lill Keeler None Standard 1 rhes open in CM and is concerned with O N/A V/O V/O N/A d� 3 Bed-2 ea cleaning.Daleto coordingate with herto show her how easily windows open. 219C Marina Epstein None Standard Default Selection O N/A N/A V/O N/A Bd-1 Ba e LL 3175 Studio Barbara Youngman None Standard Default Selection O N/A V/O V/O N/A y�ypp CL id yiypp id n .gyypp id CL L iypp 0 L 0 E 0 Packet Pg. 2541 J.3.h Addendum No.1-4/6/2022 Key West International Airport Noise Insulation Program Construction of KWBTS Final Phase Item Refer to: Description GEN Addendum Information This Addendum is issued for the purpose of modifying and/or clarifying the Bidding Documents and shall be constructed as being as much a part of the Bidding Documents as though originally contained therein. 0 001 Mandatory Pre-Bid The mandatory online Pre-Bid Meeting was held on March 31,2022 at 1:00 pm. A copy U U Meeting of the Pre-Bid Meeting Minutes, Pre-Bid Meeting Slide Presentation, Pre-Bid Meeting List of Attendees are included as part of this addendum.The slide presentation has been 0 updated since the meeting to conform with this addendum. Modified information is labeled. CL 002 Volume 1 Bidding and Section 90-06 has been revised to comply with the requirements of FAA Advisory Circular Contract Requirements 150-5370-10H. General Provision 90-06 Partial Payments Delete Section 90-06"Progress Payments" in its entirety. Replace with Section 90-06"Progress Payments" included as part of this addendum. 003 Volume 1 Bidding and Question:"In follow up to the comment made by DEC in the Mandatory Pre-Bid meeting M Contract Requirements yesterday regarding the 15%requirement that the awarded general contractor perform Bidder Question that amount of labor with its own forces it is my understanding after reading that requirement again that supervision is not consider labor and cannot be used to reach that labor total.The clause in the contract references workmen under his/her U) immediate superintendence." Response: VOLUME 1 SECTION B INSTRUCTIONS TO BIDDERS,23.SUBLETTING OR ASSIGNING OF CONTRACT: Delete Text: "Unless otherwise stipulated in the proposal or special provisions and with the assistance of workmen under his/her immediate superintendence and reported on his/her payroll,contract work of a value not less than fifteen percent(15%)of the total 0 contract amount must be performed by the General Contractor." Replace deleted text with: "Unless otherwise stipulated in the proposal or special provisions, 15%of the total contract amount must be performed by the GC's workmen under his/her immediate superintendence and reported on his/her payroll (not including supervision)and excluding the cost of materials,tools,equipment and incidentals." c� The Sun Group, Inc. Page 1 of 2 Packet Pg. 2542 J.3.h 004 Volume 4 Construction Question:Unit B105,the outside unit calls for 18,000 Btu/Dual Zone but the inside calls Drawings for(2)6000 Btus.Can you please find out from the engineer if it is(2)9,000 Btus for the Bidder Question inside or 12,000 Btus for the outside. Response:The schedule on the drawing is correct.The outside unit is an 18,000 btu/h unit matched with (2)6,000 btu/h inside units.The reason the outside unit is 18,000 btu/h is because that is the smallest multi-zone unit.As long as the inside unit total capacity is 50%or more of the outside unit the selection will work. In this case we have 12,000 btu/h of inside unit&18,000 btu/h of outside unit. 005 Volume 4 Construction On each Sheet Al for all 18 Units,delete the Window Schedule and Door Schedule in its 0 Drawings entirety. U U Lu Replace with Building A B C Window and Door Schedule included as part of this a addendum. CL End of Addendum Attachments: 2022-3-31-KWBTS Final Phase Pre-Bid Meeting Minutes.pdf 2022-3-31-Pre-Bid Meeting Attendees.pdf CL 2022-3-31-KWBTS Final Phase Pre-Bid Meeting Slide Presentation-Updated.pdf Building A B C Window and Door Schedule.pdf 90-06 Partial Payments.pdf M Lu 0) U) LO CL E E The Sun Group, Inc. Page 2 of 2 Packet Pg. 2543 J.3.h 0 @ ar Key West International Airport Noise Insulation Program Construction of Key West by the Sea Final Phase MANDATORY PRE-BID MEETING MINUTES MARCH 31, 2022 1:00 - 2:45 PM 0 U Airport Sponsor: Key West International Airport/ Monroe County W Program Manager: THC, Inc. 0 Steve Vecchi, Program Manager Meeting Location: Virtual Meeting via Zoom A. Introduction of Attendees and Roll Call 1. See Sign In Sheet for list of Attendees. B. Presentation 1. See copy of slide presentation attached. C. General Discussion and Bidder Questions (By Section) , 1. Project Overview & Schedule No Discussion 2. Existing Building Challenges No Discussion 3. Bid Form and Bid Submissions. D. Griffin stated past change orders due to unforeseen conditions were minimal in nature. Official project change order process is lengthy and may cause delays in work. 0 4. Licensing and Bonding No Discussion 5. DBE Participation Goals No Discussion c� 1 March 31, 2022 KWBTS Final Phase Pre-Bid Meeting Minutes Packet Pg. 2544 J.3.h 0 @H 6, Key West International Airport Noise Insulation Program Construction of Key West by the Sea Final Phase 6. Prime Bidder Minimum Requirements Q: What is definition of excellent safety record.? A: Determination of and excellent safety record will be based on the number and c� nature of OSHA violations incurred by the Prime Bidder and Asbestos Abatement Sub-Contractor as shown in the Statement of Qualifications provided as part of the 0 Bid. U U 7. Project General Requirements 0 Q Should the self-performance requirement read 15% of the Contract Amount not 15% of Labor as shown in slide? A. The slide will be corrected to agree with the specification language. 8. Work Restrictions D. Griffin stated that mechanical lifts are not permitted in the courtyard area due to extensive landscape which would be impacted. He also stated that building walkways are covered in tile which are no longer available. Walkway protections will be required to avoid damage. 9. Contractor Performance No Discussion 10. Design and Product Notes No Discussion 11. Asbestos Abatement Overview Comment: Not only doors and window require abatement but penetrations core- drilling ref lines electric thru walls. 12. Interior Enclosure Requirements 0 No Discussion 13. Exterior Enclosure Requirements No Discussion 14. Contractor Air Monitoring Requirements No Discussion c� 15. Abatement Supervision Tasks No Discussion 16. Important Dates and Summary. iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillillillilliillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillillillillillillilliillillillillillillillillillillilliillillillillillillilliillI March 31, 2022 KWBTS Final Phase Pre-Bid Meeting Minutes Packet Pg. 2545 J.3.h 0 @H 6, Key West International Airport Noise Insulation Program Construction of Key West by the Sea Final Phase No Discussion D. Final Discussion and Roll Call R. Sun discussed the Group 1 and Group 2 Unit priorities as shown in electronic bid c� sheet vs. construction sequence by building and availability of Optional Site Visit as outlined in Instructions to Bidders. 0 c, Final Roll Call: Cabot Dunn, Scott Millard Rob Yount, Hector Ramirez, Ralph c) Buckles, Robert Lozano all Present. 0 Meeting Adjournment 2:45pm. 00 U) 00 E c� 3 March 31, 2022 KWBTS Final Phase Pre-Bid Meeting Minutes Packet Pg. 2546 Key West by the Sea Mandatory Pre-Bid Meeting via Z J.3.h Final Phase March 31, 2022, 1 :OOPM Ddboirahi Mi,wphy �� agos & Assodates, 6(55 I�in in li ingII), 1r 1r a ii II \Naynes\JdHe, II111lik", Company Name / DBE? Yes No delboirahi riniurp Ili y agos@girr4l coirl"I 0 u Email Address Address & Phone Number U w a Delboirahi Miurphy agos 'i dif ia tot Person Attending ISignature I Inc CL �3300 [IredJinirdge [3kid I Le 00 Company Name / DBE? 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Yes No irsii,Iii,i@the�sii,Iii,igfoi,��ID inet Email Address Address & Phone Number CL :Rlchaird m,:')iuin Ptincipal ,,,Itchitecl U_ Person Attending Signature 0 z J E ones & 1!141!10 :�3kid 11, Le (300 Company Name / DBE? Yes No aIIii,ri [3eachi (,]'Iairdeins, davd �oines coinde@Liedlsouth inet E Email Address Address & Phone Number < Davd Jones Ptincipal Engine et v a a ()(Yrri Person Attending Si nature I Packet Pg. 2548 Key West by the Sea Mandatory Pre-Bid Meeting via Z J.3.h Final Phase March 31, 2022, 1 :OOPM (,]'��114bgheir h:35ass(�At II ()Chir u fl m',:')einJces I!1 350 \N �' ypiress 11, te "300 Company Name / DBE? Yes No airripa, \Adk,e �,:')ewedH@gt.)tpa coirri u Email Address Address & Phone Number u w a \Adk,e m,:')ewe]HI 76 .E Person Attending ISignature I U_ 14. inc CL 156�O IIMaulhew Dir 11, to :3 oirt Myeirs, 3 Company Name / DBE? Yes No 3"3"DO i' Cn (53 3 3E5 i c3 c�!,)II.iot@de� cco'itractliii,ig coirri Email Address Address & Phone Number 1 Person Attending iSignature I 0 z inc �':, Ir�r; loll�,114 sbesh:)s ,114 batel nel it) m,:')pirfirgs, II :3:3540 Company Name / DBE? Yes No (954" 9 413 Sll"l�'liliIIIIaird@crosse ii,i\i coirri Email Address Address & Phone Number c o I " " rtt NA a ird Ali a 00 1r11 Person Attending Signature Packet Pg. 2549 Key West by the Sea Mandatory Pre-Bid Meeting via Z J.3.h Final Phase March 31, 2022, 1 :OOPM ,,5trorig Ower Company Name / DBE? Yes No robert yo�.�ll"'Ilt@st�"Ou",Ilgt�fvlr C011"Irl u Email Address Address & Phone Number U w a 0 vua ,,! Oorri CL Person Attending ISignature I U. �Southeast lN ba te!riner"i L �Seru�ces 9: �sbesb�),s 1!`Watement) z Company Name / DBE? Yes No Cn �Iiiiraii,�ir,iiliire °:@se�asii,usa coirri Email Address Address & Phone Number CL lectoir :Rairrdirez 1 Person Attending iSignature I 0 z IN & E Company Name DBE? Yes No irbiu cU� e!s@all iico",iitract��ii„iigco C011"Fil E Email Address Address & Phone Number ,dplh v li a 00 111 Person Attending Signature Packet Pg. 2550 Key West by the Sea Mandatory Pre-Bid Meeting via Z J.3.h Final Phase March 31, 2022, 1 :OOPM �ori trd II uri d ustrne,s Company Name / DBE? Yes No 05 )1,1....&' c� robert g irridi II.caa"Y'll u Email Address Address & Phone Number u :;),),o~gait IL...ozairiuo Person Attending ISignature Company Name / DBE? Yes No Email Address Address & Phone Number Cu CL Person Attending iSignature 0 Company Name / DBE? Yes No E c� Email Address Address & Phone Number Person Attending Signature Packet Pg. 2551 mppp � lll� ll� lll� lll� lll� ll� lll� lll� lll� ll� lll� lll� lll� ll� lll� lll� lll� ll� lll� lll� lll� ll� lll� lll� lll� ll� lll� lll� lll� ll� lllilll� lll� ll� lll� lll� lll� ll� lll� , Lo M r`r, N a+ 1, f i J i uu cn i l CL �; ■� Z �. j/� r) � fit, �� % ��/� 110� t ico / . . 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W af Q LL W of W W- H - W d' W d' H - J 2 w 0 U X w 0 w 0 U X LLI LLI LLI °� 0_ LLIW °� cn LL Q LLI LL U) LL Q LLI w > w � (n C7 p C7 > 0 W LL z 0 LL z 0 LL LL LL O > W LL LL LL LL 0 OLDS a wa a wa a a a Oz � cn U U U Z - _ cn O � c7U a a a a QUU O wof O waf O O O 0 QUU o 0 0 0 xx W W I- Z W I- Z W I- r- r- xx W W rn rn Q a + z H +LLI z H + + + 3: Q LLI a + + + + W J W J W W Z Z W_ Op W_ Op U) 0 � 0 w U Z 0 00 0 00 0 00 0 00 0 00 0 00 0 00 w v Z O O p N O O p N O 0 Q Z> V Z> V Z> V Z> V Z> V Z> V Z> V 00 Q (o Z O V (o Z O 2 0 > > 0 > 0 > 0 > 0 > 0 > 0 > 0 2 0 > U 0 o U 0 mn LLI LL � O V � V V � V V V V LL_ W- 0 ZON � N Z_ 0 � N J a d J J J J J J J a d af Q D J Q D J ZLLo_ Ow Ow Ow Ow 0LL Ow Ow W ZLLo_ 00 pLL pp 0LL 0 Q U U U U U U U D Q 0 z U p 0 z U LLI U) U)i U)i U)i U)i U)i U)i 0 z z 2 W U) p w O V� o «� o o O (� p Lu O o 0 0 b zLLI LD of - o 0 o 0 o o o (n 2 D . o 0 o Z o 0 W- U ui o 0 0 0 0 0 0 f U (n u) o 0 o p o W W d O O O O O O O W W d 0 o 0 z o 0 2 a + + + + + + + 0 5 a + + + + Z W J W J 0 H > > > > > > > [ H > > > 0 x Q Q J J J J J J J �+ Q Q J J J O J U LL Q Q Q Q Q Q Q 06 LL Q Q Q Q 06 z z z m m WOf O O O z aOz � � z � � z z � � z Q ° z c� z z c� Q U) O W W 0 W W 0 0 W W 0 fn ~ (� (� U` z U)U (n JLLJ W U J W U U J W U < z z z Q Q > (n (n > (n (n > > (n (n > Z W J J Z 0 J a w w w o U U U) U U 0 a (7 0 U) U) � a 0 J U_ j U_ J z z z z z z z m J a c9 a c9 m V > > > > > > > V w w w w W U x x x x x x x W U 0 W V V V } N 0 W 000 000 000 0 0 00 00 Z x Z x 2 2 LU LU N N w w w w Of O J Of J J J Z C1 d d Z d Z Z Z Z 0 U) U) U _0 U U W w o JO o Z 00 Z U Q Z Ly Lr) LLI LLI O LLI Of U LLIx 0 x w 0 O x w 0 O Z > U Of Z 0 m N Y Y H 0 LLI 0 Y ° Z Q Of0 Q Y m Z Q Q Q LLI Q Q v � p v N v p v O LU z O Q W � W W W H W p W Q O > p U J Z Z:) p J Z 0 Z 0 Z U J Z Z U Z J > O Q O O W Q O z o z 0 0 H O 0 j J j LLI � z N Uco � N WN WN UN cnN J Y Y QN M v 0 co Q Q In U ❑ W J.3.h 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 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. c� No partial payment will be made when the amount due the Contractor since the last estimate amounts to less than five hundred dollars. U c, U 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. 0 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 subsection 50-14 titled PARTIAL ACCEPTANCE. Contractor must provide a certified invoice to the RPR that supports the value of retainage held by the �e Owner for partially accepted work. (2) In lieu of retainage, the Contractor may exercise at its option the establishment of an escrow account per subsection 90-08 titled 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 Program Manager, the Program Manager shall, at the Owner's discretion and with the consent of the surety, prepare 10 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 Program Manager to be a part of the final quantity for the item of work in question. Packet Pg. 2675 J.3.h 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 subsection 90-09 titled ACCEPTANCE AND FINAL PAYMENT. c� 0 U U 0 U) CU E c� Packet Pg. 2676 CONTRACT KeV West International Airport Noise Insulation Program Construction of KWBTS Final Phase THIS AGREEMENT made and entered into the 2111 day of September, 2022, by and between DEC Contractinq 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: KeV West International Airport Noise Insulation Program Construction of KWBTS Final Phase 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 FiftV-Eight(258)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 Two million six-hundred ninety-eight thousand four-hundred sixty and 74/100 Dollars ($2,698,460.74) in accordance with unit prices set forth in the proposal, attached as Exhibit 6. 4. On or before the 151h 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. 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. CONTRACT Page 2 of 11 Key West International Airport Noise Insulation Program Construction of KWBTS Final Phase 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. Each party to this 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 four 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 CONTRACT Page 3 of 11 Key West International Airport Noise Insulation Program Construction of KWBTS Final Phase 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 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 CONTRACT Page 4of11 Key West International Airport Noise Insulation PPOg[@D0 CoD8f[UCti0D VfKWBTS Final Phase records request within a reasonable time may be subject to penalties under Section 113.10. 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 |ovv. 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 C()NTRACT, CONTACT THE CUSTODIAN OF PUBLIC REC0RDG, BR|AN BRAOLEY' AT /305\ 292'3470. . M(}NROE COUNTY ATTORNEY'8 OFFICE, 1111 12th STREET, SUITE 408' KEY WEST, FL33O4O. 10. HOLD HARMLESS AND INSURANCE: Notwithstanding any minimum insurance [8qUiFenneDtS prescribed e|Sevvhe[S in this agreement, CONTRACTOR ShG|| defend, indemnify and hold the OWNER and the 0VVNEF1'a 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), |nee, 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 ur any other governmental agency requires by reason of, or in connection with a violation of any federal law or regulation, attorneys'fees and ooeta, court coate, fines and penalties) that may ba 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 ennp|oyene, agents, contractors or other invitees on the Construction Site during the term of this Agreement, (B) the negligenceor vvi||fu| misconduct of CONTRACTOR or any of its employees, ogentu, contractors or other invitees, or (C) CONTRACTOR'a default in respect of any of the obligations that it undertakes under the terms of this Agreornent, except to the extent the o|oinno, mcUone, causes of action, |itigatinn, prooeedings, costs or expenses arise from the intentional or sole negligent acts or omissions of the OWNER or any of its ennp|oyeea, ngents, contractors or invitees(other than CONTRACTOR). 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 insunanoe, the CONTRACTOR shall indemnify the OWNER from any and all increased expenses resulting from such delay. The extent ofliability is in no way limited to, reduced. or lessened by the insurance requirements contained elsewhere within this agreement. CONTRACT Page 5 of 11 Key West International Airport Noise Insulation Program Construction of KWBTS Final Phase 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 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: Douglas R. Masch Il, President DEC Contracting Group, Inc 1560 Matthew Drive, Suite B Fort Myers, FL 33907 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. CONTRACT Page 6 of 11 Key West International Airport Noise Insulation Program Construction of KWBTS Final Phase 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 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. CONTRACT Page 7 of 11 Key West International Airport Noise Insulation Program Construction of KWBTS Final Phase 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 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 CONTRACT Page 8 of 11 Key West International Airport Noise Insulation Program Construction of KWBTS Final Phase 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 VII of the Civil Rights Act of 1964 (PL 88-352) which prohibit discrimination in employment on the basis of race, color, religion, sex. and 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. i) The Americans with Disabilities Act of 1990(42 USC§ 1201), as amended from time to time, relating to nondiscrimination in employment on the basis of disability. j) Monroe County Code Chapter 14, Article ll, 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: County 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: County agrees that officers and employees of the County 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 CONTRACT Page 9 of 11 Key West International Airport Noise Insulation Program Construction of KWBTS Final Phase compensation; misuse of public position, conflicting employment or contractual relationship; and disclosure or use of certain information. 30. ETHICS CLAUSE: Contractor warrants that he/it had not employed, retained or otherwise had act on his/its behalf any former County officer or employee subject to the prohibition of Section 2 of Ordinance No. 010-1990 or any County officer or employee in violation of Section 3 of Ordinance No. 020-1990. For breach or violation of this provision the County may, in its discretion, terminate this contract without liability and may also, in its discretion, deductfrom 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. 31. ATTESTATIONS: Contractor agrees to execute such documents as the County 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 COUNTY; therefore,this agreement is not to be construed against either party on the basis of authorship. CONTRACT Page 10nf11 Key West International Airport Noise Insulation Program Construction VfKWBTS Final Phase IN WITNESS VVHEREOF, each party has caused this Agreement to be executed by US duly authorized representative nn the day and date first above written. ATTEST: KEV|NMAOOK' CLERK BOARD OF COUNTY COMMISSIONERS 0FMONROE COUNTY, FLORIDA By: By: Deputy Clerk Mayor David Rico A no P-E4O DEC CONTRACTING GROUP, INC. Date 8/22/22 By: 7�4L STATE {)FFLORIDA COUNTY OFLEE � Subscribed and svvorn (or Offirnned) before nne' bynneonnof physical presence, on this_��m�doy nf August, 2O22. by Douglas R. Masch 11, President of DEC Contracting Group, Inc. He is personally known to me to be the person vvhnee name is subscribed above' and acknowledged that he is the person who executed the above contract with Monroe County for Key West International Airport Noise Insulation Program, Construction of KWBTS Final Phase for the purposes therein contained. � � Notary Public Signature DORUN MMM ' * 0ommkft*HH87*324 ` bX0M0Jun7,202$ . CONTRACT Page 11 of 11 Key West International Airport Noise Insulation Program Construction of KWBTS Final Phase ATTACHMENTS Exhibit 1. Acknowledgement of Change Orders 2. Insurance Agents Statement 3. Certificate of Insurance for DEC Contracting Group, Inc. 4. Certificate of Insurance for Cross Environmental Services, Inc. 5. Corporate Acknowledgment 6. Unit Prices 7. Performance Bond 8. Payment Bond 9. Surety Acknowledgment 10. Power of Attorney EXHIBIT 1u ACKNOWLEDGEMENT FOR CHANGE ORDERS TO: Monroe County Board of Commissioners Key West, Florida REF: Key West International Airport Noise Insulation Program Construction of KWBTS Final Phase 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: DEC Contracting Group, Inc. By: ,. Douglas R. Masch II, President Date: A,6,5rr ( __ EXHIBIT 2 INSURANCE AGENT'S STATEMENT I have reviewed the insurance requirements with the bidder named below. The following deductibles apply to the corresponding policy: POLICY TYPE: POLICY NUMBER DEDUCTIBLES: General Liability PKGO16751710 $1,000 Worker's Compensation WCV016799208 None Vehicle Liability BIP0157N None Builder's Risk To be Provided by January 24, 2023 Asbestos Abatement Liability Provided by Asbestos Abatement Subcontractor—See Attached Liability Policies are: Occurrence Claims Made Five County Insurance Agency, Inc. Insurance Agency 9196a6re"' BIDDER'S STATEMENT I understand the insurance that will be mandatory if awarded the Contract and will comply in full with all the requirements. Bidder: Signature: DEC Contracting Group, Inc. Bidder Douglas'R. Maser II,'President EXHIBIT 3 DATE(MM/DD/YYYY) ACCOR" CERTIFICATE OF LIABILITY INSURANCE 8/11/2022 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 rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Certificate Department Five County Insurance Agency Inc PHONE FAX 14120 Metropolis Ave (A/C. A/c No EXt: 239-939-1400 (A/C No):239-939-3813 Fort Myers FL 33912 ADDRESS: certs@fivecountyinsurance.com INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:American Builders Insurance 11240 INSURED DECCO-1 INSURERB: Old Dominion Insurance 40231 DEC Contracting Group Inc 1560 Matthew Dr Unit B INSURERC: Fort Myers FL 33907 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:365044519 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 CONTRACT OR 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 I POLICY NUMBER MM/DD/YYYY MM/DDIYYYY A X COMMERCIAL GENERAL LIABILITY Y PKGO16751710 3/6/2022 3/6/2023 EACH OCCURRENCE $1,000,000 CLAIMS-MADE OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $300,000 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 PRO LOC PRODUCTS-COMP/OP AGG $2,000,000 X JECT OTHER:El $ B AUTOMOBILE LIABILITY Y BlPO157N 5/8/2022 5/8/2023 COMBINED SINGLE LIMIT $1,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident A X UMBRELLALIAB X OCCUR UMB018902307 3/6/2022 3/6/2023 EACH OCCURRENCE $2,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION WCV016799208 3/6/2022 3/6/2023 X PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE [-W] E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? NIA (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 agreement with respects to General Liability and Auto Liability. I . 2 2 .2-2 --- CERTIFICATE HOLDER CANCELLATION " SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Monroe County Board of County Commissioners 1100 Simenton St AUTHORIZED REPRESENTATIVE Key West FL 33040 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Client#: 1523419 EXHIBIT 4 CROSSENV1 DATE(MM/DD/YYYY) ACORD,. CERTIFICATE OF LIABILITY INSURANCE 1 2/28/2022 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 Jessica Gonzalez USI Insurance Services, LLC PHONE g13 321-7500 FAX 2502 N Rock Point Dr Ste 400 E-MAIL o,Ext: A/C,No): y ADDRESS: jessica.gonzalez@usi.com Tampa, FL 33607-1421 INSURER(S)AFFORDING COVERAGE NAIC# 813 321-7500 INSURER A:Steadfast Insurance Company 26387 INSURED INSURER B:American Guarantee&Liability Ins Co. 26247 Cross Environmental Services, Inc. Zurich American Insurance Company 16535 P.O. Box 1299 INSURER C: p Y Crystal Springs, FL 33524 INSURER D: INSURER E: INSURER F: 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 GPL090854303 03/01/2022 03/01/2023 EACH OCCURRENCE $2,000,000 CLAIMS-MADE FA OCCUR BI/PD Combined °REnAnISEso aoccur°ence $100,000 X Max Agg$1 OM Per Pol MED EXP(Any one person) $10,000 X Contractual Liab PERSONAL&ADV INJURY $2,000,000 GEN'L AGGREGATE EE LIMIT APPLIES PER: GENERAL AGGREGATE $6,000,000 PR POLICY � COT F LOC PRODUCTS-COMP/OP AGG $4,000,000 OTHER: Deductible $$5,000/Claim MBINED C AUTOMOBILE LIABILITY BAP055127703 03/01/2022 03/01/202 (CEO,a'cdenISINGLE LIMIT $1,000,000 X ANY AUTO Includes MCS 90 BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE X AUTOS ONLY X AUTOS ONLY Per accident $ A UMBRELLA LIAB X OCCUR SXS090854203 03/01/2022 03/01/2023 EACH OCCURRENCE $5 000 000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $5 000 000 DED RETENTION$ $ B WORKERS COMPENSATION WC090854103 03/01/2022 03/01/2023 X STATUTE EERH AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? [N] 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) RE: Key West Noise Insulation Program.Certificate holder is provided 30 days notice of cancellation in accordance with the terms and conditions of the general liability policy. Certificate holder&those required by written contract are included as additional insured as it relates to general liability& automobile liability,when required by written contract and in accordance with the terms and conditions of the policies. CERTIFICATE HOLDER CANCELLATION DEC Contracting Group, Inc. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE g p THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1560 Matthew Dr., Ste. B ACCORDANCE WITH THE POLICY PROVISIONS. Ft. Myers, FL 33907-0000 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S35114793/M35088418 SACT EXHIBIT 5 CORPORATE ACKNOWLEDGEMENT STATE OF FLORIDA COUNTY OF LEE On this this .41 day of August, 2022. Before me personally came Douglas R. Masch II„to me known, who being by me duly sworn, did depose and say he is the President of DEC Contractinq 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. p �j Notary Public Signature Yea DORM MCCLAIN * COW48S on#HH 273324 aF etio4�r Expires June 7,2026 EXHIBIT 6 Key Wost International Airport rlectronk fill Shoots flage,I of 6 Noiso Insulation Proilraun Construction of KWBTS Building A- Phase 2 Bidder's FIrm NaMO4 DEC Contracting Group, 1110, Address of Bidder: 1660 Matthew Drive Suite B Fort Myers, rloriqp.33907 Item No. jItem Description Unit Est..Q! I-...'.—Uoit P—rice Total Price Subtotals GROUP I UNITS UnitA101 Windows $29,203.45 Doors LS $25,694,29 Gy gurn Board Wells LS $4,394.70 Gypsum Board Ceilin s LS 1 $4,394.70 Exterior Wall Infill and Patching LS 1 $4,979.70 N .0ainting LS 1 $7,987.20 Mechanical LS 1 $9,02.20 Electrical LS 1 $9630.95 Tsbestos Remediation LS 1 $13,573.45 Unit Subtotal $100,900.64 UnitA201 Windows L$ I 4 $27,475.95 Doors LS 1 $25.549A1 Gypsum Board Wells LS I�1111eq $4,394.70 Gypsum Board Ceilings LS 1 111 $4,394.70 Exterior Wall Infill and Patching L$ 1 $4.979.70 Painting $7987,20 Mechanical LS I $21024.70 Electrical LS 1melyl $1111,005.95 Asbestos Remedlation LS $13,573.45 Unit Subtotal $120,21861-6 3 Unit.A401 Windows L$ $29,283.45 Doors LS 1 $25,736.96 Gypsum Board,01alls LS 1 $4,394.70 Gyesum Board Ceilings LS 1 $4,394-70 Exterior Wall Infill and Patching LS 1 $4,97970 Painting I LS I $71987.20 Mechanical LS —1 M-M $31,449.70 Electrical 10 Asbestos Remediation LS 1 $13,573,46 Unit Subtotal $134,149,56 Unit A603 Windows LS Doors LS $32,310.79 Gypsum,Board.Walls LS I ........... $4,39470 Igs LS 1 $4,394.70 Exterior Wall Infill and Patching LS 1 .......... $4,97970 ......... Painting LS 1 $7.98720 Mechanical LS 1 $27,962,20 "Electrical $12,224.70 Asbestos Remediation LS $13,673.45 Unit Subtotal GROUP 2 UNITS(LISTED IN PRIORITIZED ORDER) EXHIBIT 6 CONTINUED Key West International Airport Electronic Bid Sheets Page 2 of 6 Noise Insulation Program Construction of KWB`rS Building A-Phase 2 Bidder's Firm Name: DEC Contracting Group,Inc. Address of Bidder: 1560 Matthew Drive Suite B ._End.nn�,Q �.Elatid<2..339DZ ItemNo, Item DescriptionUnit Est.Qt Unit Price Total Price Subtotals bUnit'B105 Windows LS 1 0 $28,712.20 Doors LS 1 $25,445.11 Gypsum Board Wails LS 1 ;�i ,. _..... $4,394,70 Gypsum Board Ceilings LS 1 %%%%!i „4 $4,394.70 Exterior Wall Infill and Patching LS 1 $4,979.70 Painting LS 1 %%// t3 $7,987.20 Mechanical LS 1 i%/% $ ? t $28,837,20 Electrical L5 1 ",,�,, } $6,412.20 Asbestos Remediation LS 1 '" �;;�„��' $12,948.45 Unit Subtotal $124,111.46 6 Unit B607 Windows LS 1 , f $14,131.25 Doors LS 1 e % $30,695.11 Gv sum Board Walls LS 1 ; ,! „tl $4,394.70 Gypsum Board Ceilings $4,394.70 .w. _ Exterior Wall Infill and Patching LS 1 $4,979J0 Painting LS $7,987,20 Mechanical LS 111/%' ,? y $9,962.20 Electrical � LS $9,630.95 Asbestos Remediation LS 1 '��1;,, � �4 $13,573,45 ._...._ � Unit Subtotal $99,749.26 7 Unit 611 � Windows 111,1111111,L 11 S 1 ;,;%; $33,855.95 Doors LS 1 $30,656.13 Gypsum Board Walls LS 1 %;.„ ' $4,394.70 Gypsum Board Ceilings LS 1 e�; ', 4 $4,394.70 Exterior Wall Infill and Patching LS 1 o/- / ! %r, $4,979.70 Painting �„ LS 1 %i %, , $7,987.20 Mechanical LS 1 i% ,,' �$35,199,70 Electrical LS 1 , �!i, $13,224.70 Asbestos Remediation LS 1 ,'/ - $16,192.20 Unit Subtotal $160,884,98 8 Unit B309 .. Windows LS 1 %j'' „'' $20,567.20 Doors .. LS 1 il% ' W m$25,592,10 Gypsum Board Walls LS 1 TqGg ''' $4,394.70 Gypsum Board Ceilings LS 1 @1 f;, %p $4.394.70 Exterior Wall Infill and Patching LS 1 sqj�% ! $4,979.70 Painting LS 1 % i $7,987.20 Mechanical LS 1 ;; , $9,962.20 Electrical LS 1 %...... „, $9.630.95 Asbestos Remediation LS 1 ,;, $3,099.70 Unit Subtotal $90,608.45 EXHIBIT 6, CONTINUED Key West International Airport Electronic Bid Sheets Page 3 of 6 Noise Insulation Program Construction of KWBTS Building A Phase 2 Bidder's Firm Name: DEC,Contra Address of Bidder: Fort Myers, Florida 33907 ............ Item No. Item Descrintion I! Qty —,Total Price Subtotals U1 unit Price 9 tilt A605 ............ Windows LS 1 $30,620.95 Doors LS 1 $26,283.80 Gypsum Board Walls LS 1 $4,394,70 Gypsum Board Ceilings LS 1 $4,394.70 Exterior Wall Infill Ed Patching LS $4,979.70 Painting LS $7987.20 Mechanical LS 1 $1 574.70 'Electrical LS —1 $8,774,70 Asbestos Remediation LS 212 $16,192.20 Unit Subtotal F1 14,2 22.65 10 Unit B405 Windows LS 1 $27,005,95 _15-0—Ors - LS —f $26,283,80 Gypsum Board Walls-__ LS 1 $4,394,70 Gypsum Board Ceilings LS $4,394,70 Exterior Wall Infill and�'a_tc_hing LS 1 $4,979,70 Painting LS 1 $7,987,20 Mechanical LS 1 77777— %,V� 0 $9,962.20 17-71,11! Electrical LS T"I"60, $8,774.70 —Asbestos Remediation LS 1 $13.573,45 Unit Subtotal $107,356.40 11 U W— I I t C I TF, — Windows LS 1 $23,913.45 Doors LS $25,549,41 'GYPSLIM Board Walls _LS 1 $4,394.70 Gypsum Board Ceilin s LS 1 $4,394.70 .......... Exterior Wall Infill and LS $4,979.70 Painting LS I 4120 $7,987.20 Mechanical LS 1 $9,962.20 Electrical LS 1 01 $8,77470 Asbestos Remediation LS $3,099.70 Unit Subtotal $93,055.76 12 Unit B208 Windows LS 1 $15,467.20 Doors LS 1 $30,986.96 Gypsum Board Walls LS 1 $4,394.70 Gypsum Board Ceilings LS 1 $4,394.70 _x"fe_NTr Wall Infill Ra and Patching LS $4,979.70 Painting LS 1 � $7,987.20 Mechanical LS 1 $9,962.20 Electrical LS 1 $9,630.95 Asbestos Remediation LS I 71`", $16,192.20 Unit Subtotal —$10 3.9 9 U-1 EXHIBIT 6 CONTINUED Key West International Airport Clectronic Bid sheets page 4 of 6 Noise Insulation Program Construction of KWBTS Building A„Phase 2 Bidder's Firm Name: �gp , _,.__,....._ ._...._ ..... Address of Bidder; 1560 Matthew Drive Suite B Fort Myers, Florida 33907 .�..._ � 7tx— nit .. �totals Item No. Item Description Unik Est, =Unit Total Price Sub 13 A208 Windows LS 1 ;,;,' $26,214.70 Doors LS 1 "% i%, $13,037.10 Gypsum Board Walls � � LS 1 /°� ''70, $4,394.70 Gypsum Board Ceilings LS $4,394.70 Exterior Wall Infill and Patching LS 1 $4,979,70 Painting LS 1 $7,987.20 Mechanical LS _ 1 $21,024.70 Electrical _ LS 1 />;$ fit) $11,224.70 Asbestos Remediation L5 $16,192.20 Unit Subtotal $109,449.70 14 Unit C219 Windows LS 1 ,,,,7 P� $16,694,70 DoorsLS 1 %% ,, 8 $31,721.28 Gypsum Board Walls LS 1 �///-, ,°,, $4,394,70 Gypsum BoardCeilings LS 1 % ; � $4,394.70 Exterior Wall Infill and Patching LS 1 $4,979.70 Painting LS 1 %, $ Qa$7,987.20 Mechanical LS 1 ;� �,� ! $28,837.20 Electrical LS _ 14 $11,599.70 Asbestos Remediation LS 1 ,Cf $3,099,70 Unit Subtotal $113,708.88 15 w Unit B307 -- Windows $14,887,20 Doors LS 1 %%% ;, ;±};1 $30,799.41 Gxesum Board Walls LS 1 ,;oar ? $4,394,70 Gypsum Board Cei s LS 1 %;/,' , % 0, $4,394.70 Exterior Wall Infill and Patching LS 1 ' $4,979.70 Painting LS 1 /'r%i..! $7,987.20 Mechanical LS 1 7w, ;�� ;' $9,962.20 Electrical LS 1 `ii ;" l $9,787.20 Asbestos Remediation LS 1 ,,'i $13,573,45 . Unit Subtotal $100,765.76 16 UnitC3178 Windows LS 1 Ok 4J0 $9,454.70 Doors LS 1 j i ,`8 5 6 $31,825.66 Gypsum Board Walls LS 1 „ ` , $4,394.70 Gypsum Board Ceilings LS _ 1 /�%, -; $4,394.70 Exterior WalInfill and Patchinq LS 1 Painting LS 1 7 % $7,987.20 Mechanical LS 1 $30,087.20 Electrical LS 1 (/" / , ;-% p $6,412,20 Asbestos Remediation LS 1 ii $16,1912.20 Unit Subtotal $115,728.26 EXHIBIT 6 CONTINUED Key West International Airport Electronic laid Sheets Page 5 of 6 Noise Insulation Program Constru0011 of KWBTS Building A••Phase 2 Bidder's Firm Name: DEC Contracting Group, Inc. Address of Bidder:y5BQ Maj,hw D�jye e, g Fort Myers, Florida 33907 IlItem No. Item Description Unit Est.Qt Unit Price Total Price Subtotals 17 Unit 8601 Windows LS 1 $29,283.45 Doors LS 1 /:% $25,736.96 Gypsum Board Walls LS 1 , $4,394.70 Gypsum Board Ceilings LS 1 $4,394.70 Exterior Wail Infill and Patching LS 1 % �T $4,979,70 Painting LS 1 k.: $WA / t $7,987.20 Mechanical LS 1 „ $7,099.70 Electrical LS 1 ; ,;,;, "1;� $3,099.70 Asbestos Remediation LS 1 ': ,g8930 $3,099.70 Unit Subtotal $90,075.81 18 Unit C211 Windows LS 1 lr $28,113.45 oors LS 1 `fa $25,421.86 Gypsum Board Walls LS 1 ;,, „k $4,394,70 Gypsum Board Ceilings LS 1 $4,394.70 Exterior Wall Infill and Patching LS 1 ��?�� ,�?; # $4,979,70 Painting LS 1 °"%%ij ;, $7,987.20 ., Mechanical LS 1 %%�i// $9,962,20 Electrical LS 1 $8,662.20 Asbestos Remediation LS 1 " $3,099.70 Unit Subtotal $97,015.71 EXHIBIT 6 CONTINUED Key West International Airport Electronic Bid Sheets Page 6of 6 Noise Insulation Program Construction of KWBTS Building A-Phase 2 Bidder's Firm Name: OQ„rniras;Ling Address of Bidder: 1560 Matthew Drive Suite B Fort Myers, Florida 33907 Item No. Item escritio p nion Unit Est.Qty Unit Price Total Price Subtotals 19 _ Bonds and Insurance a. �..... LS .-n 1 $ s1 ;10 $41,875.00 20 Permits LS 1 $44,196.25 21 Pre-Construction Work LS 1 ��!; / ,° $37,500.00 22 Mobilization �SET 1 yy�'1 $1$7,500.00 5k 2s General Conditions LS 1 °; BK111 $388,t392.50 Subtotal Items 29-31 $699,963.75 TOTAL BASE BIO(Total of Items 1.23) .. $2,698,460.74 Abbreviations: LS=Lurnp Sum By signing below,the Bidder agrees to the accuracy of the information presented and agrees to the terms and conditions of this bid. Attach Bidder's Firm Name: CCo actin coup,Inc._ Authorized Signature;. Name and Title; Erika Bodenstein Vice President I1::::: 1H 11 1B II"'r " -,-I fJJ11".A........ Document A312 2010 Performance Bond No.015218069 CONTRACTOR: SURETY: (Nance, legal slants and address) (Nante, legal status and principal place DEC Contracting Group, Inc. of business) ADDITIONS AND DELETIONS: 1560 Matthew Drive,Suite B The Ohio Casualty Insurance Company The author of this document has Fort Meyers,FL 33907 1200 MacArthur Boulevard,3rd Floor added information needed for its Mahwah,NJ 07430 completion.The author may also OWNER: have revised the text of the original AIA standard form.An Additions and (Nante, legal status atui achh-ecs) Deletions Report that notes added Monroe County Government Purchasing Department information as well as revisions to the Gato Building,1100 Simonton Street,RM 2-213 standard form text is available from Key West,FL 33040 the author and should be reviewed.A CONSTRUCTION CONTRACT vertical line in the left margin of this Dale:September 21,2022 document indicates where the author Amount:$2,698,460.74 Two Million Six Hundred Ninety Eight Thousand Four Hundred Sixty has added necessary information Description: and 74/100 Dollars and where the author has added to or (Nante and location) deleted from the original AIA text. Key West International Airport Noise Insulation Program This document has important legal Construction of KWBTS Building A Final Phase consequences.Consultation with an BOND attorney is encouraged with respect to its completion or modification. Date: September 21,2022 (Not ecwlier than Conslruction Contracl Date) Any singular reference to Contractor, Surety,Owner or other party shall be Amount: $2,698,460.74 Two Million Six Hundred Ninety Eight Thousand Four Hundred Sixty considered plural where applicable. Modifications to this Bond: ® None See Section 16and 74/100 Dollars CONTRACTOR AS PRINCIPAL SURETY Company . "cttlrt allc'�Serll) Company: (Cotporale Seal) DEC Col ti7—e tin w The Ohio Casualty Insurance Company Signafure: Signature: :Name and 1 S Name and � h.c� . osenth Title: e Title: Attorney-in-Fact (.Inv additional.signatures appear al the last page of this Pet formance Rand.) (FOR LATORAMTIONONLY—Name,address and telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE: True&Associates (Architect, Engineer or other part),:) 325 North Avenue East Westfield,NJ 07090 B.(908)232-0760 _ ._._.. AIA Document A312--2010 Performance Bond.The American Institute of Architects.All rights reserved.WARM NGd fl I.AIIA1°Doa uunaeiM p Ilarole0ed Aga Init. U d Copyright Iht Laws),and Oo�wiffnraUooai`Proafies.Unao.urhodued ra„lprod ua.gro n or d" o 7 town.ee cii��aii auprV rsnrnkiai vt�m uo�trNpassiibllupf�auuudor �O�cnw,Thisdocume t lwas produced hrAlrA�rsoftwa � tl� wndiaNilwuu;, au�owal wrVV 0.ui�If:rray�°oruu&u;rM Vio ViNuu?urruru.a�uu'ruuuuru ra&amuu0 p y are al 15:25:48 on 01/10/2013 under Order No.6871475021_1 which expires on 12/27/2013,and is not for resale. User Notes: (1382705251) 1EXIMI.R11 I 7'� 92.! D..! gji=::::::�1F..) ........................................................................... ... ............ § I 'file,Contractor and Surety, jointly and severally, bind themselves, their heirs,executors,adinini.strators, successors an(]assigns to Ihe,Owner for the performance of the Construction Contract,which is incorporated herein by rent^.rellm § 2 If(lie Contractor perl'orms the Construction Contract,the Surety and the C'ontracton,shall have tic)obligation under. this Bond,except when applicable to participate in a cont6-ence as provided in Section 3. § 3 If there is 110 0%Vller Defi'lUlt Under the Construc(ion,Contract,the Surety's obligation under this Bond shall arise after J the Owner first provides notice to the Contractor and the Surety that the Owner is considering declaring a Contractor Default. Such notice shall indicate whether the Owner is requesting a conference among the Owner,Contractor and Surety to discuss the Contractor's performance, If tire.Owner does not request a conference,the Surety may,within five(5)business days after receipt of the Owner's notice, request such a conference. If the Surety timely requests a conference, the Owner shall attend. Unless the Owner agrees otherwise, any conference requested under this Section 3.1 shall be held within tell (10)business days of the Surety's receipt of the Owner's notice. If the Owner,the Contractor and the Surety agree,the Contractor shall lie allowed a reasonable time to perform the Construction Contract, but such an agreement shall not waive the Owner's right,if any,subsecluently to declare a Contractor Default; .2 the Owner declares a Contractor Default,terminates the Consti-LICticu'l Contract and notifies the Surety,- all(] .3 the Owner has agreed to pay the Balance of the Contract Price in accordance with the terms of the Construction Contract to the Surety or to a contractor selected to perform the Construction Contract, 4 Failure on the part of the Owner to comply with the notice requirement in Section 3A shall not constitute a failure to comply with a condition precedent to the Surety's obligations, or release the Surety front its obligations,except to the extent the Surety dernonstrates actual prejudice, § 5 When the Owner has satisfied the conditions ol'Section 3,the Surety shall promptly and at the Surety's expense take one of the following actions: § 5.1 Arrange for the Contractor,with the consent of the.Owner,to perform and complete(lie Construction C'011traCt; § 5.2 Undertake to perlorin and complete the Construction Contract itself,through its agents or independent contractors; § 5.3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for. performance and completion of the Construction Contract, arrange for a contract to be prepared 1`61-execution by the Owner and a contractor selected with the Owner's Concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract,and pay to the Owner file amount of damages as described in Section 7 in excess of the Balance of the Contract price incurred by the Owner as ,a result ol"the Contractor DefilUlt,or § 5.4 Waive its right to perform and complete,arrange for completion,or obtain a new contractor and with reasonable promptness under the circumstances: .1 After it i vest I gation,determine the alu0Ullt for XVIViCh it may be liable to the Owner and,as soon as practicable after the amount is determined,make payment to file Owner,or .2 Deny liability in whole or in part and notify the Owner,citing tile reasons for denial. 6 If the Surety does not proceed as provide(]in Section 5 with reasonable promptness,the Surety shall be deemed to be in default oil (his Bond seven days after receipt of all additional written notice fi-orn the Owner to the Surety demanding that the Surety peiforni its obligations Linder this Bond,and the Owner shall be entitled to enforce any rernedy available to the Owner.If the Surety proceeds as provide(]in Section 5.4,and the Owner refuses the payment or the Surety has denied liability, in whole or in part,without further notice the Owner shall be entitled to enforce any remedy available to the Owner, AIA Document A3121"-2010 Performance Bond.TheAmerican Institute ofArclirtricts,All rights reserved.VVARNHIM� rhis AIAti Document is protected oy Init. VS CopynqId Law and�Merna6on,M Tre,'Mes Unauthorizod repmchiction or diMvdmflon KYq fts AiA' OocurneM,or inn P:ortion of II,may resuh In sevem civi8 miid cHminaf penOVOS'and WRI bo Puosectgkld bo Ow ma&num exteW possbk undey ft This docurnentwas produced byAlA software at 2 15:25:48 on 0111012013 under Order No.6871475021_1 which expires on 12127/2013,and is not for resale. User Notes: (1382705251) I X IR11" I..�.............! .1 II III E 7.'J C 0..II.M Ll § 7 If the Surety elects to act under Section 5.1,5.2 or 5.3,(lien the responsibi I i6esof the Surety to the Owner shall not be greater than those of the Contractor under the Construction Contract,and the responsibilities of the Owner to the Suretyshall not be greater than those of tile Owner under the Construction Contract.Subject to the commitment by the Owner to pay the Balance of the Contract Price,the Surety is obligated,without duplication,fbr .1 the responsibilities of the Contractor for correction of defective work and completion of the Construction Contract; .2 additional legal, design professional and delay costs resulting from the Contractor's Defhult,and resulting fi-oni the actions or failure to act of the Surety under Section 5;and .3 liquidated damages,or if no liquidated damages are specified in the Construction Contract,actual damages caused by delayed performance or non-performance of the Contractor. 8 If the Surety elects to act under Section S.1,5.3 or 5.4,the Surety's liability is limited to the amount of this Bond. § 9 The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Construction Contract,and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations.No right of action shall accrue on this Bond to any person or entity other than the Owner or its heirs,executors,administrators,successors and assigns. § 10 The Surety hereby waives notice of any change,including changes of time,to the Construction Contract or to related subcontracts, purchase orders and other obligations. § 11 Any proceeding, legal or equitable, under this Bond may be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and shall be instituted within two years after a declaration of Contractor Defhult or within two years after the Contractor ceased working or within two years after the Surety refuses or fhils to perform its obligations under this Bond,whichever occurs first. If the provisions of this Paragraph are void or prohibited by law,the rnininiturn period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. § 12 Notice to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the page on which their signature appears. § 13 When this Bond has been fiumished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefirom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished,the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. 14 Definitions 14.1 Balance of the Contract Price.The total amount payable by the Owner to the Contractor under the Construction Contract after a[I proper adjustments have been made,including a[lowance to the Contractor of any amounts received or to be received by the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled,reduced by al I valid and proper payments made to or on behalf of the Contractor under the Construction Contract. § 14.2 Construction Contract.The agreement between the Owner and Contractor identified on the cover page, including all Contract Documents and changes made to the agreement and the Contract Documents, § 14.3 Contractor Default. Failure of the Contractor,which has not been remedied or waived,to perform or otherwise to comply with a material term of the Construction Contract. § 14.4 Owner Default. Failure of the Owner,which has not been remedied or waived, to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material tennis of tile Construction Contract. 14.5 Contract Documents. All the documents that comprise the agreement between the Owner and Contractor. --—-----------------------------—--- rf AJA Document A312--2010 Peorm a nce Bond.The American Institute of Architects.All rights reserved.yVAR1101ING: lhis All A"" 1)1D(AJM Olt lS prciteCtied by Init. Cocpyhght 11 aw and Internatronat Trealms Unauthorr zed reproduc6on oe dlslrlLnA mn and ffilis MA" Docuptraint,or aiily porflon of Q,may esuh rsfor3 ovii.ie vlil lnld crhiriln n w vealfie a d w s, nH11 be pnocW o fl ioed thm iit inlinuln rxt'IMI possflh u le ndeii ffiedocumentw This document was produced byAlA software at 15:25:48 on 01110/2013 under Order No.6871475021_1 which expires on 12/27/2013,and is not for resale. User Notes: (1382705251) 11:::::X 1H 11 1B 11 r 7' c o lim rinMUIED ...................................................................I........................................................................................................ § 15 If this Bond is issued lbr an agreement between a Contractor and subcontractor,the tei-in Contractor in this Bond shall be deemed to be Subcontractor and the terns Owner shall be deemed to be Contractor. § 16 Modifications to this bond are as ffillows: None (4)ace is provided belowfor acklWonat signafures of added parries,wherlhait those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company (Cotporale Seal) Company (Cotporale Seal) Signature: NIA Signature: N/A —---—--- ......... .................. Name and'Fitle: Name and*Fi tie: Address: Address: -.............. ....................... ...........................--............................................... ..... ..................... ... ...... AIA Doc umen It A312 2010 Performa nce Bond The American Institute of Architects.All l rig hts rese rved.VV AR 1114 1 IN G: 1111 n ii%,MA"Doc w ii iie ii A!Is pu MeOedl try Init. U S,CopyngllQ 11 awand intornaflonM TiI UnaukhodzwJ ve ViioducVoin o�&141ribW on of fts AIA'flocuineiA,o�any poffion of d,inay ni!siffl m 4 soyoiit cMl and cvim naO penaffies,and wOl Ilbu pioseculed to t1w niaxhni"n o0ent pcmOfle undo,Ohv Iaw.This documentwas produced hyAlAsoftware at 15:25:48 on 01/1012013 under Cider No.68714750211 which expires on 12/27/2013,and is not for resale. User Notes: (1382705251) if::::: II°°III III III III""1"' Docitinient A312" - 2010 Payment Bond Bond No.015218069 CONTRACTOR: SURETY: (Nance, legal stales and address) (Nance, legal slams and principal place DEC Contracting Group,Inc. of business) ADDITIONS AND DELETIONS: 1560 Matthew Drive,Suite B The Ohio Casualty Insurance Company The author of this document has Fort Meyers,FL 33907 1200 MacArthur Boulevard,3rd Floor added information needed for its Mahwah, NJ 07430 completion.The author may also OWNER: have revised the text of the original AIA standard form.An Additions and (Name, legal stalus and addmss) Deletions Report that notes added Monroe County Government Purchasing Department information as well as revisions to the Gato Building, 1100 Simonton Street,RM 2-213 standard form text is available from Key West,FL 33040 the author and should be reviewed.A CONSTRUCTION CONTRACT vertical line in the left margin of this Date: September 21,2022 document indicates where the author Amount:$2,698,460.74 Two Million Six Hundred Ninety Eight Thousand Four Hundred Sixty has added necessary information Description: and 74/100 Dollars and where the author has added to or (Name and location) deleted from the original AIA text. Key West International Airport Noise Insulation Program This document has important legal Construction of KWBTS Building A Final Phase consequences.Consultation with an BOND attorney is encouraged with respect to its completion or modification. Date: September 21,2022 (Not earlier than Ca►csbvctiorc Contract Date) Any singular reference to Contractor, Surety,Owner or other party shall be Amount:$2,698,460.74 Two Million Six Hundred Ninety Eight Thousand Four Hundred Sixty considered plural where applicable. Modifications to this Bond: 0 None See Section 18 and 74/100 Dollars CONTRACTOR AS PRINCIPAL SURETY Company: 1,iny,xoval'e x'~neah Company: (Co/porale Seal) DEC Contr,(ctjnN o p nc The Ohio Casualty Insurance Company o Signature _ Signature: 46 Name and( ,,& r ACC w, Name and %,,ha yJ.X`tnt Title: ?- Title: (An),additional signatco•es appear on the last page of this Pcryme►N Bond) (FOR INFORjWA710N ONLY—Name, ad(h•ess and lelephone) AGENT or BROKER: OWNER'S REPRESENTATIVE: True&Associates (Architect,Engineer or other party:) 325 North Avenue East Westfield,NJ 07090 B.(908)232-0760 e T"— y Institute of Architects.All rights reserved.WARNfN0:''Niii1 ulufiGcun Wnk!is puuastecled by AIA Document A312 2010 Payment Bond.The American Init. fit S Gn ythght G..aw and kitema&uaunW"T mahes,Unauthorized a"epmodu atone rue,1isfiflhiijUon of this r aavanrau d ¢a AIIA tdoasmurnm*mt,urN sari p may ruraanGt Gar t;dv0 and u,�u^�drro'4W e nalfles,and Wu Ilea prosecuted W WGue mamurrow n extunt m n�slitcGe a ndet Um iarwm.,This document was produced b AIA software at P 11:43:03 on 10/09/2012 under Order No.5B20952305_1 which eagrires on 04113/2013,and is not for resale, User Notes: (171BB96249) jj::::::X11 1111f3 1 1- 8 =...................................................................... § I "File Contractor and Surely,jointly and severally, bind themselves,their heirs,executors,administrators, successors and assigns to the Owner to pay tor labor,materials and equipment furnished for use in tile,performance of the Construction Contract,which is incorporated herein by reference,subject to the 11ollowing terms. § 2 Ifthe Contractor prompt]),makes payment ofall sums(file to Claimants, and dcfencls, indeninifics all(]holds harmless the Owner ftorn claims,demands,liens or suits by any person of*entity seeking payment for labor,materials or equipment furnished for use in the performance of the Construction Contract,then the Surety and the Contractor shall have no obligation under this Bond. § 3 If there is no Owner Default under tile Construction Contract,the Surety's obligation to the Owner tinder this Bond shall arise after the Owner has promptly notified the Contractor and the Surety(at the address described in Section 13)of claims,demands, hens or suits against the Owner or the Owner's property by any person or entity seeking payment for labor,materials or equipment furnished for use in the performance of the Construction Contract and tendered delcrise of such claims,demands, liens or suits to the Contractor and the Surety. § 4 When the Owner has satisfied the conditions in Section 3,the Surety shall promptly and at the Surety's expense defend,indemnify and hold harmless the Owner against a duly tendered claim,dernand,lien of-suit. § 5 The Surety's obligations to a Claimant under this Bond shall arise after the following: § 5.1 Claimants,who do not have a direct contract with tile Contractor, .1 have furnished a written notice of non-payment to the Contractor,stating with substantial accuracy the amount claimed and the name of the part),to whom the materials were,or equipment was, furnished or supplied or for whom the labor was done or performed, within ninety(90)days after having last performed labor or last fin-nished materials or equipment included in the Claim;and .2 have sent a Claim to the Surety(at the address described in Section 13). § 5.2 Claimants,who are employed by or have a direct contract with the Contractor,have sent a Claim to the Surety(at the address described in Section 13). § 6 If a notice of non-payment required by Section 5.1.1 is given by the Owner to the Contractor,that is sufficient to satisf),a Claimant's obligation to furnish a written notice ot'non-payment under Section S.1.1, § 7 When a Claimant has satisfied the conditions of Sections 5.1 or 52,whichever is applicable,the Surety shall promptly and at the Surety's expense take the following actions: § 7.1 Send all answer to the Claimant,with a cop),to the Owner,within sixty(60)days after receipt of the Claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed;and § 7.2 Pay or arrange for payment of any Undisputed amounts. § 7.3'file Surety's tailure to discharge its obligations Linder Section 7.1 or Section 7.2 shall not be deemed to constitute a waiver of defenses the Surety of-Contractor may have or acquire as to a Claim,except as to undisputed arnounts for which the Surety and Claimant have reached agreement. If,however,the Surety fails to discharge its obligations under Section 7.1 or Section 7.2,the Surety shall indemnity the Claimant for the reasonable attorney's fees the Claimant incurs thereafter to recover any,sums t6und to be due and owing to the Claimant, § 8 The Surety's total obligation shall not exceed the amount ofthis Bond,Plus the amount of reasonable attorney's fees provided under Section 7.3,and the amount of this Bond shall be credited for any payments made in good faith by the Surety, § 9 Amounts owed by the Owner to the Contractor under the Construction Contract shall be Used for the performance of tile Construction Contract and to satisfy claims,if any,Under any construction performance bond.By the Contractor furnishing and the Owner accepting this Bond,they agree that all funds carried by the Contractor in the performance of the Construction Conti-act are dedicated to satisfy obligations of the Contractor and Surety Under this Bond,subiect to the Owner's priority to use tile funds for the completion of the work. AIA Document A31210—2010 Payment Bond.The American Institute of Architects.All rights reserved.VVARMING� I Ms AW Documont is prcvtected by fildL US.copyright law and intematumm P'aMfies,Un �j hoHzed reproductioo owcfktdbution of ffikk AW 00CUMMIt,Or WnY Porflon of it,rnay resuR in t ieverc cio�ano crimina en f pawen,and will he pmqecuted to"m maxirrnun eMew pimsdbie under ffie Brame This document was produced by AlA software at 2 11:43:03 on 10/09/2012 under Order No.5820952305_1 which expires on 04/13/2013,and is not for resale, User Notes: (1718896249) 11:::::X11 IIIIII 1:31 1 8 CON I 111qLY11::::::]1�) =......................................................................A.....................................................................................::::::............. § 10 The Surety shall not be liable to the Owner,Claimants or others for obligations of the Contractor that are unrelated to the Construction Contract.'Fhe Owner shall not be liable for the payment of any costs or expenses of any Claimant underthis Bond,and shall have underthis Bond no obligation to make payments to,or give notice on behalf of,Claimants or otherwise have any obligations to Claimants under this Bond. § 11 The Surety hereby waives notice of any change, including changes of time,to the Construction Contract or to related subcontracts, purchase orders and other obligations. § 12 No suit or action shall be commenced by a Claimant tinder this Bond other than in a court of competent jurisdiction in the state in which the project that is the subject of the Construction Contract is located or after the expiration of one year fi-orn the date(I)on which the Claimant sent a Claim to the Surety pursuant to Section 5.1.2 or 5.2,or(2)on which the last labor or service was perfbrnied by anyone or the last materials or equipment were fin-nished by anyone tinder the Construction Contract,whichever of(I)or(2)first occurs. If the provisions of this Paragraph are void or prohibited by law,the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. § 13 Notice and Claims to the Surety,the Owner or the Contractor shall be mailed or delivered to the address shown on the page on which their signature appears. Actual receipt of notice or Claims,however accomplished,shall be sufficient compliance as of the date received, § 14 When this Bond has been fin-nished to comply with a statutory or other legal requirement in the location where the construction was to be pertbrnied, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefirom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished,the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. § 15 Upon request by any person or entity appearing to be a potential beneficiary of this Bond,the Contractor and Owner shall promptly fin-nish a copy of this Bond or shall permit a copy to be made. § 16 Definitions § 16.1 Claim.A written statement by the Claimant including at a minimum: .1 the narne of the Claimant; .2 the name of the person fbr whom the labor was done,or materials or equipment furnished; .3 a copy of the agreement or purchase order pursuant to which labor,materials or equipment was fin-nished for use in the perfbrniance of the Construction Contract; .4 a brief description of the labor,materials or equipment fin-nished; .5 the date on which the Claimant last performed labor or last furnished materials or equipment for use in the perfbrniance of the Construction Contract; .6 the total amount earned by the Claimant fbr labor,materials or equipment furnished as of the date of the Claim; .7 the total amount of previous payments received by the Claimant;and .8 the total amount due and unpaid to the Claimant tbr labor,materials or equipment furnished as of the date of the Claim. § 16.2 Claimant An individual or entity having a direct contract with the Contractor or with a subcontractor of the Contractor to furnish labor,materials or equipment for use in the performance of the Construction Contract.The term Claimant also includes any individual or entity that has rightfully asserted a claim under an applicable mechanic's lien or similar statute against the real property upon which the Project is located.The intent of this Bond shall be to include without limitation in the tenns"labor,materials or equipment"that part of water,gas,power,light,heat,oil,gasoline, telephone service or rental equipment used in the Construction Contract, architectural and engineering services required fbr performance of the work of the Contractor and the Contractor's Subcontractors,and all other items tbr which a mechanic's lien may be asserted in the jurisdiction where the labor, materials or equipment were furnished. § 16.3 Construction Contract.The agreement between the Owner and Contractor identified on the cover page, including all Contract Documents and all changes made to the agreement and the Contract Documents. .................................................—-----....................................................................—-------—-----------------—-----------------—------------------------ ....... AIA Document A31211—2010 Payment Bond.The American Institute of Architects.All rights reserved.YYAFMMG?This AJA6 Document�s 11�:"otected: by Init. U S,Copydght 11 aw and Wemation a� neafies,Una uthohzod iiep rod uction or disWbufl on a f Wis A Mo Document,w any lioMovi of R,iinay essuh�n 3 %a voic civH a ind ciiiinirW panatfiers,and Mr be p�as ecu to d to the inaxiinuin extent l:m a sMe undeii ORe law,This document was produced byAIA software at 11:43:03 on 10109/2012 under Order No.5820952305_1 which expires on 04/1312013,and is not for resale. User Notes: (1718896249) 11:::::X11 IIIIII 1:31 1 8 CON I 111qLY11::::::]1�) =......................................................................A.....................................................................................::::::............. § 16.4 Owner Default Failure of the Owner,which has not been remedied or waived,to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. § 16.5 Contract Documents.All the documents that comprise the agreement between the Owner and Contractor. § 17 If this Bond is issued for an agreement between a Contractor and subcontractor, the tern)Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. § 18 Modifications to this bond are as follows: None (Space is provided beloivjbi-tuhlifiotiedsigilmiti-es qfmicledpai-fies, other than those qj)j)e(ll-illg oil the cover ptige.) CONTRACTOR AS PRINCIPAL SURETY Company: (Coipoizite Seed) Company: (Corpoizite Seal) Signature: N/A Signature: NIA .................................. .............................. .............. Name and Title: Name and Title: Address: Address: ----—--------------—-------------------—----------------------------------------------------------------------------------------------------------------------------....... At A Document A312-—2010 Payment Bond.The American Institute of Architects.All rights reserved.WARN HIM thus tolls 111xuinaM tls 11"'atected Ifny Init. U,S Copyright�aw and Infervii at ron a�Treat ras Unautfoi)iizod�ell:",ciducHoin or dMrRwfion of Ods Alifif"' DacuinenL o r any porUon of n, inay remat�n 4 wir,we ch,10 and crkiflirw penmt�ei,ar�d w0f be prosecuted to the nna4muin extmit jio:s&Rft under flIve iaw.This document was produced by AIA software at 11:43:03on 10109/2012 under Order No.5820952305_1 which e)pireson 04/1312013,and is notforresale, User Notes: (1718896249) 1HR11 Key West International Airport Noise Insulation P[0QF8Dl Construction DfKWBTS Building /\ Final Phase SURETY ACKNOWLEDGMENT STATE {}F NEW JERSEY COUNTY OF K8IDDLESEX On this this 21't day of September, 2022. Before 0e personally came Zachary J. Rosenthal to Dl8 known, who being by me duly sworn, did depose and say he/she is the Attorney-in-Fact of The Ohio Casualty Insurance Company described in and which executed the within iOSi[UnOeDL; that he/She kDUVVS the corporate s8@| Of said corporation; that the Se3| affixed [O the within iOSt[UOleO[ is such CO[pO[8[e seal; that he/she signed the said iOGt[U[n8nt and 30XBd the said S88| GS AttO[ney'iO-Fact by authority of the Board Of Directors of said cD[pO[8UOn and by authority Of this office UDd8[ the Standing F|eSD|UtiODS thereof. E: .H I 1.1." 1 ........................................................................................ This Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. Liberty Liberty Mutual Insurance Company MutuaL The Ohio Casualty Insurance Company Certificate No: 8206800-969516 SURETY West American Insurance Company POKIER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS:That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts,and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companies"),pursuant to and by authority herein set forth,does hereby name,constitute and appoint, Cheryl R. Coleman;Marc J.Michalewsky;Mary J.D'Amato;Sandra A.Pace;Thomas True;Zachary J.Rosenthal all of the city of Westfield state of NJ each individually if there be more than one named,its true and lawful attorney-in-fact to make, execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this I I th day of November 2021 Liberty Mutual Insurance Company P�INSURE PON INS,, <J INSURq The Ohio Casualty Insurance Company hJ 1 �OR'n y`� °°aPORgrFgy UPPORar yn West American Insurance Company 0", w 2 Fo m Y ; 1912y0 0 1919 0 2 1991 0 N dJl SACHU50 fit! °�NAMP`��,aa� �Sl x'yOIANP' .da3 /2 / N O By: m to David M.Carey,Assistant Secretary w " co State of PENNSYLVANIA m County of MONTGOMERY ss o E oOn this t I th day of November 2021 before me personally appeared David M.Carey,who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance co Company,The Ohio Casualty Company,and West American Insurance Company,and that he,as such,being authorized so to do,execute the foregoing instrument for the purposes > therein contained by signing on behalf of the corporations by himself as a duly authorized officer. > to IY c a IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at King of Prussia,Pennsylvania,on the day and year first above written. O o ix Asy Commonwealth o(Pennsylvania -Notary Seal �— C 4 O 4111, r1 oe Teresa Pastella,Notary Public y/J/n. /y,//q — N �"' ° s y Montgomery County B /C(',�C�(�� N O Ut ttttttjjj! My commission expires March 28,2025 p E C 1�1 Commission number 1126044 y• Qj n�,`��,!v�y1 d \`<,,✓ Member,Pennsylvania Association or Notaries eresa Pastella,Notary Public Q o` phY Gt) J O� 2 This Power of Attorney is made and executed pursuant toNand by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual 3 C,4 O•S Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows: ao M ARTICLE IV—OFFICERS:Section o 12.Power of Attorney. °O� o0 Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the a President may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations.Such attorneys-in-fact,subject to the limitations set forth in their respective powers of attorney,shall-0 0 o = have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation.When so executed,such 0 a> Z 0 instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attomey-in-fact under the m provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. ti a ARTICLE XIII—Execution of Contracts:Section 5.Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president,and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings, bonds,recognizances and other surety obligations.Such attomeys-in-fact subject to the limitations set forth in their respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company.When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation—The President of the Company,acting pursuant to the Bylaws of the Company,authorizes David M.Carey,Assistant Secretary to appoint such attorneys-in- fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization—By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. I,Renee C.Llewellyn,the undersigned,Assistant Secretary,The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full,true and correct copy of the Power of Attorney executed by said Companies,is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this 21 st day of September 2022 1NSUR 01f INS& %NSUR �JPGpRP ORgr�'yCr ciJPo°aPORgr'Pgy GP°0 ORgr'9yCi � 3 Fo rn C 3 Fo m W 3 Fo m r � 1912 � 0 0Z1919� o s 1991 Cc) r��9sSacHUS``aaS� Z0��HA,aPS��a� fs �NO,ANP .4b By:Renee C.Llewellyn,Assistant Secretor dM * t Y , y LMS-12873 LMIC OCIC WAIC Multi Co 02121 I;;;;; III,,,1III„I1:31;�, , , , III ° ;III„III „��,III,;;;;;,III, LibertX THE OHIO CASUALTY INSURANCE COMPANY Mutual. FINANCIAL STATEMENT—DECEMBER 31,2021 SURETY Assets Liabilities Cash and Bank Deposits......................................... $134,628,410 Unearned Premiums................................................ $1,457,114,535 *Bonds—U.S Government..................................... 1,015,453,874 Reserve for Claims and Claims Expense................ 4,044,665,363 *Other Bonds............................................................ 4,50 1,743,412 Funds Held Under Reinsurance Treaties................. 0 Reserve for Dividends to Policyholders.................. 276,207 *Stocks..................................................................... 268,876,063 Additional Statutory Reserve.................................. 0 Real Estate.............................................................. 0 Reserve for Commissions,Taxes and Agents'Balances or Uncollected Premiums........... 812,483,102 Other Liabilities................................................ 460,636,079 Accrued Interest and Rents..................................... 33,044,141 Total................................................................. $5,962,692,184 Other Admitted Assets............................................ 1,691,401,219 Special Surplus Funds................. $ 28,510,778 Capital Stock............................... 4,500,000 Paid in Surplus............................ 738,183,897 Unassigned Surplus..................... 1,730,043,502 Total Admitted Assets.................................... S8 463,930.361 Surplus to Policyholders................................ 2,501,238,177 Total Liabilities and Surplus................................ �Pr.,J�LpRPOq' Bonds are stated at amortized or investment vahie;Stocks at Association Market Values. 0 1919 3 The foregoing financial information is taken from The Ohio Casualty Insurance Company's financial y��i�HgMPs�e�z statement filed with the state of Ohio Department of Insurance. I,TIM MIKOLAJEWSKI,Assistant Secretary of The Ohio Casualty Insurance Company,do hereby certify that the foregoing is a true,and correct statement of the Assets and Liabilities of said Corporation,as of December 3 L 2021,to the best of my knowledge and belief. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said Corporation at Seattle, Washington, this 81h day of March,2022. Assistant Secretary S-12620CIC/a 3/22 Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase SECTION E DRUG FREE WORKPLACE FORM The undersigned Contractor, in accordance with Florida Statute 287,087, hereby certifies that: DEC Contracting Group, Inc, ....... ........I'll...... (Marne of Business) 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 clangers 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 Linder 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 erriployee 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) ViDe_P_resid2D1___-_- (Title) 4-26-2022 (Date) BID DOCUMENTS 1-20 Key West International Airport Noise Insulation Program Construction of Key West by the Sea- Final Phase SECTION K PUBLIC ENTITY CRIME STATEMENT "A person or affiliate who has been placed oil 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 si.,ibmit bids on leases of real property to public entity, may not be awarded or perform work as a CONTRACTOR, supplier, subcontractor, or CONTRACTOR Linder a contract with ally Public entity, and may not transact business with any public entity in excess of the threshold amount provided in Section 287.017, for CATEGORY TWO for a period of 36 months from the date of being&ced on the convicted vendor list." EC Contracting Group, Inc/ Erika Bodenstein I have read the above and state that neither (Respondent's name) nor any Affiliate has been placed oil the convicted vendor list within the last 36 months. (Signature) Vice President (Title) 4-26-2022 (Date) STATE OF: Florida COUNTY OF: Lee Subscribed and sworn to (or affirmed) before me, by illeans ofXphysical presence or D online notarization, on&Lze, zaz -4-=—(date) by (name of affiant). lde6$,P% �Lis2na y rig)6Lp to me or has produced (type of identification) as identification. NOTARY UBLIC DOUGLAS R.MASCIA It commission 4 14H 2470 Explres April 2,2020 BID DOCUMENTS 1-42 Key West International Airport Noise Insulation Program Construction of Key West by the Sea .. Final Phase SECTION L. SWORN STATEMENT UNDER ORDINANCE NO. 10-1990 MONROE COUNTY, FLORIDA ETHICS CLAUSE DEC Contractin Gr Erika Bodenstein warrants that he/sheht has -1.............. .......... ............-- not employed, retained or otherwise had act on his/her/its behalf any former County officer or employee in violation of Section 2 of Ordinance No. 10-1990 or any County officer or employee in violation of Section 3 of Ordinance No. 10-1990, For breach or violation of this provision the County may,in its discretion,terminate this Contract without liability and may also, in its discretion, deduct from the Contract or purchase price or otherwise recover the full amount of any fee, commission, percentage, gift or consideration paid to the former County officer or employee, 4iqn6ture) Vice President (Title) 4-26..2022 ........... (Date) STATE OF: Florida COUNTY OF: Lee Subscribed and sworn to (or affirmed) before me, by means of 0 physical presence or 0 online notarization, orsA (date) by "Ieg &Ae Vyz.-) (name of affiant), He/6paxffmA �.Io me or has produced (type of identification) as identification, DOUGLA$R.MASCH 11 '*- U V&AR Yk�ZUB L I C------ IA * Oomml 141`1 sslon# 247163 of 00 Explres Apdl 2,2026 1 BID DOCUMENTS 1-43 Key West International Airport Noise InSUlation Program Construction of Key West by the Sea - Final Phase SECTION M CERTIFICATION OF NONSEGREGATED FACILITIES (As Required by Division 111, Section 160 Subsection 160-02 Equal Ernploynient 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 establish rnents, 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 lie/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 ten'ri "segregated facilities"means any waiting rooms, work areas, restroorns 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. ignature) Vice President (Title) 4-26-2022 (Date) BID DOCUMENTS 1-44 Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase SECTION P NON-COLLUSION AFFIDAVIT 1, Erika Bodenstein (name) according to law on my oath, and under penalty of perjury, depose and say that: 1) 1 arri Vice President .............(title) of tfre firm of DEC Contracting Group, Inc, , (company name) B the idder making—the-laid—proposal'-far-the project described - —c'r"'i"b'...e d'"-in-tt"i-e Notice for Calling for bids for: Key West International Airpor Noise Insulation Program Construction of KWBTS (Key West,by the Seal - Final Phase 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, cornmunication or agreement for the purpose of restricting cornpetition, 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 riot knowingly be disclosed by the Bidder prior to bid opening, directly or indirectly, to any other bidder or to any competitor; and 4) No afteryipt 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. (Sign r-eT-/ Vice PResident (Title) 4-26-2022 (Date) BID DOCUMENTS 1-57 Key West International Airport Noise Insulation Program ConstrLA0011 of Key West by the Sea - Final Phase STATE OF: Florida COUNTY OF: Lee Subscribed and sworn to (or affirmed) before me, by rneans of K/physical presence or 0 online notarization, on I-) - _Z Ley &-ZL(date (name of affiant). Heepl",pcjsc�j I!y nw�0 to me or has produced ...... (type of identification) as identification. DOUGLAS R,MASCH II IV CommIsslon 4 HH 247163 Exp1res Apt#2,2026 NOTARY PUBLIC BID DOCUMENTS 1-58 Key West International Airport Noise Insulation Program Construction of Key West by the Sea - Final Phase SECTION R VENDOR CERTIFICATION REGARDING SCRUTINIZED COMPANIES LISTS Project Description(s): KWBTS Noise Insulation Program Respondent Vendor Name: DEC Contracting Group, Inc. Vendor FEIN: 46-4934701 Vendor's Authorized Representative Name and Title: Erika Bodenstein Vice President Address: 1560 Matthew Drive Suite B City: Fort Myers State: Florida Zip: 33907 Phone Number: 239-332-4322 Email Address: cabot@deccontracting.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. BID DOCUMENTS 1-60 Key West hiternational Airport Noise Insulation Prograrn Construction of Key West by the Sea - Final Phase Certified By: Who is authorized to sign on 1) half f the above refereqced company. Authorized Signature Print Narne: Erika Bodenstein Title: Vice 'Resident Note: T'he List are available at the following Department of Management Services Site: 11t,Ig'ILWA�qxVo orida.corn/bLJSinQSS otate urgl:ig -11 rnlatio 1 11 fo r/co,vi j_ ,cted sUg?endey m L...d discriminator _qoi Digints vendor lists L B0 DOCUMENTS 1-61 Key West International Airport Noise Insulation Program Construction of Key West by the Sea — Final Phase Volume 3of5 Asbestos & Lead Based Paint Inspections Reports and Asbestos Remediation Specifications ,, mo W, KeyWest International Airport Prepared for: THE MONROE COUNTY BOARD OF COUNTY COMMISSIONERS Mr. David Rice, District 4 Mayor Mr. Craig Cates, District 1 Mayor Pro-Tem Ms. Michelle Coldiron, District 2 Commissioner Vacant Until Filled, District 3 Commissioner Ms. Holly Raschein, District 5 Commissioner Prepared by: THC, Inc. 3300 Breckinridge Blvd., Suite 200 Duluth, Georgia, 30096 In Association with: The Sun Group, Inc. Jones & Conde, LLC Gallagher Bassett Technical Services March 2022 N GALLAGHER TECHNICAL SERVICES BA`iW'aETT � Asbestos Work Procedures March 2022 Work Procedures and Handling Guidelines for Impacting Materials Containing Any Amount of Asbestos FINAL PHASE KEY WEST BY THE SEA(KWBTS) 2601 SOUTH ROOSEVELT BOULEVARD KEY WEST, FLORIDA 33040 DESCRIPTION OF THE PROJECT NIP PROGRAM MANAGEMENT The Key West Noise Insulation Program(NIP)is a noise mitigation program designed 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 effect test results. Special attention will be given to caulking where called for, as well as careful alignment of building elements. The NIP Sponsor is Monroe County and the Key West International Airport. THC, Inc. has been designated by the Sponsor to be the Program Manager(PM) and will be responsible for providing administration of the Contract as described in the Contract Documents and will be the Sponsor's representative during construction. During the construction process,the PM representatives will be comprised of project construction manager,project manager, assistant project manager, architect and mechanical / electrical engineer, environmental project manager and airport noise program coordinator.The Sponsor representatives will be comprised of representatives from Monroe County and City of Key West Building Department.The PM will advise and consult with the Sponsor.The PM will have authority to act on behalf of the Sponsor. The Sponsor will award the NIP/Final Phase Construction contract to the lowest, responsible/responsive bidder(the awarded "Contractor") Gallagher Bassett Technical Services(GBTS)will represent the Program Manager and will be responsible for the on- site (full-time) oversite of the General Contractor's asbestos abatement workers during the pre-abatement, abatement and post-abatement processes throughout the entire construction period NIP DESCRIPTION OF WORK The NIP modifications required to achieve a minimum noise level reduction of five(5)decibels in a typical Key West by the Sea(KWBTS)condominium units are very excessive compared to the acoustical treatment of a typical single- family home,given the fact that KWBTS is a 6-story concrete building reflecting 1960's architecture and commercial construction components.The KWBTS Final Phase bid documents will include up to eighteen (18) condominium units and will consist of a scope of work that includes window replacement, exterior prime door replacement; sliding glass patio door replacement, removal and infill of "through-wall" portable air conditioning (AC) units, addition of ductless AC systems,addition of Energy Recovery Ventilator(ERV)units. In addition,all work related to KWBTS NIP—FINAL PHASE—ASBESTOS WORK PROCEDURES MARCH2O22 1 N GALLAGHER TECHNICAL SERVICES BA`iW'aETT � Asbestos Work Procedures March 2022 the installation of the ductless air conditioners and ERV will include electrical panel modifications,cutting and repair of gypsum ceilings,construction of wall pilasters to house required ducts and lines and required finishing work to include stucco repair and painting.Given the presence of asbestos in the existing exterior stucco,exterior window glazing,and interior gypsum board joint compound(walls and ceilings),the Final Phase work will require asbestos abatement of asbestos containing materials(ACM)and special handling of materials containing less than(<)one(1) percent(%)ACM (asbestos containing materials)and greater than (>) 1%ACM at all surfaces disturbed to include window/door openings, wall infilling, walls and ceilings, in thirteen (13) of the condominium units. It should be noted that there are two (2) layers of exterior stucco:a gray layer that does not contain asbestos and a white layer that is an ACM. The contractor will be responsible for removing both layers of stucco from areas that will be disturbed. NIP FINAL PHASE CONSTRUCTION PROCESS The KWBTS Complex is a sensitive, gated residential facility. All Buildings (A, B and C) must remain operational during the progress of the Final Phase work. Final Phase construction will be performed by the awarded General Contractor(GC) and will occur within the specified one hundred forty(140) calendar day period from January 24, 2023 to June 12,2023,including strict construction completion deadlines for the thirteen(13)asbestos containing condominium units, based on the degree of required asbestos abatement: • NIP construction for five (5) Final Phase condominium units with ACM in the exterior stucco (<1%) or window glazing(2-5%) must be completed within a twenty-five (25) calendar day period. • NIP construction for six(6) Final Phase condominium units with ACM (<I%) in the interior gypsum board joint compound (walls and/or ceilings) must be completed within a twenty-five(25)calendar day period. • NIP construction for two(2) Final Phase condominium units with ACM(<1%)in both the exterior stucco and interior gypsum board ioint compound (walls and/or ceilings) must be completed within a thirty 30 calendar day period. The PM will monitor all on-site construction activities on a daily basis throughout the entire scheduled construction period to ensure compliance with the Contract Documents, including the oversight of all asbestos abatement work performed by the Contractor. On the basis of on-site observations, the PM will keep the Sponsor informed of progress of the Work and will endeavor to guard the Sponsor against defects and deficiencies in the Work.The PM 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 GC's responsibility.The PM will not be responsible for the GC's failure to carry out the Work in accordance with the Contract Documents. The PM will not have control over or charge of and will not be responsible for acts or omissions of the GC,Subcontractors,or their agents or employees,or of any other persons performing portions of the Work. GENERAL CONTRACTOR ASBESTOS ABATEMENT REPONSIBILITY The GC is solely responsible for performing all required asbestos related tasks in compliance with Occupational Safety and Health Administration (OSHA) asbestos requirements and the NIP Construction of KWBTS Final Phase Project Manual Volume 3.The Final Phase Asbestos Work Procedures will include the following thirteen(13) Final KWBTS NIP-FINAL PHASE-ASBESTOS WORK PROCEDURES MARCH2O22 2 N GALLAGHER TECHNICAL SERVICES BA`iW'aETT � Asbestos Work Procedures March 2022 Phase units that contain asbestos in the exterior stucco,window glazing and/orjoint compound associated with the gypsum board wall and/or ceiling systems: FINAL PHASE Unit A101 <1%ACM exterior stucco—courtyard balcony and walkway 25 Calendar Days Unit A201 <1%ACM exterior stucco—courtyard balcony and walkway 25 Calendar Days <1%ACM exterior stucco—courtyard balcony and walkway Unit A208 <1%ACM gypsum board joint compound—walls and ceilings 30 Calendar Days Unit A401 <1%ACM exterior stucco—courtyard balcony and walkway 25 Calendar Days Unit A603 <1%ACM exterior stucco—courtyard balcony and walkway 25 Calendar Days <1%ACM exterior stucco—courtyard balcony and walkway Unit A605 <1%ACM gypsum board joint compound—walls 30 Calendar Days Unit B105 2-5%ACM exterior window glazing 25 Calendar Days Unit B208 <1%ACM gypsum board joint compound—ceilings 25 Calendar Days Unit B307 <1%ACM gypsum board joint compound—ceilings 25 Calendar Days Unit B405 <1%ACM gypsum board joint compound—ceilings 25 Calendar Days Unit B607 <1%ACM gypsum board joint compound—ceilings 25 Calendar Days Unit B611 <1%ACM gypsum board joint compound—walls and ceilings 25 Calendar Days Unit C317S <1%ACM gypsum board joint compound—walls and ceilings 25 Calendar Days The PM will provide executive on-site observation at all thirteen (13) units to ensure the Contractor's asbestos handling methods and procedures meet the satisfaction of OSHA and the Asbestos Scope of Work. KWBTS NIP—FINAL PHASE—ASBESTOS WORK PROCEDURES MARCH2O22 3 N GALLAGHER TECHNICAL SERVICES BA`iW'aETT � Asbestos Work Procedures March 2022 LOCATION OF MATERIALS CONTAINING ASBESTOS The following constitutes the guidelines for impacted materials containing asbestos during the planned renovations of Key West by the Sea Condominium Complex—located at 2601 South Roosevelt Boulevard in Key West, Florida, 33040 (Subject Location). The items listed are specific to the described renovation project only. See Volume 3 Appendix A for all of GBTS's Pre-Renovation Asbestos Inspection Reports for KWBTS. Additionally, the Pre- Renovation Lead-Based Paint Inspection Report is located in Volume 3 Appendix B. MOBILIZATION AND DEMOBILIZATION OF EQUIPMENT The GC shall, at no time, disturb the daily building operations of the KWBTS. GC must coordinate the project activities with the PM. The GC will construct physical barriers, limiting the access to the work areas by KWBTS, employees and occupants. The GC will be expected to conduct the work activities in a single mobilization for each KWBTS Final Phase Project (13 Units). Working days and hours will be in accordance with the Contract Documents requirements. Final report closeout including post job submittals shall be delivered to the PM no later than 30 calendar days following completion of work. INITIAL PREPARATORY WORK/ENCLOSURE SYSTEMS A. Removal of Movable Objects It should be noted that the units will be vacant from occupants and that all personal belongings remaining in the immediate vicinity will be covered with 6-mil polyethylene sheeting by the contractor (prior to the start of construction) as required by the PM. B. Engineering Controls—Asbestos Abatement Containment Procedure—Interior Work It is anticipated that the renovation work impacting joint compound material (in ceilings and/or walls)containing asbestos will require that the interior of each condominium unit considered the work area and shall consist of the following: Entry to the work area where renovation activities are being performed should be restricted to all persons other than those performing the renovation activity. Critical barriers using polyethylene sheeting shall be placed over windows,door,and HVAC vents. Walls and ceilings not impacted during the abatement activities shall be covered with a layer of polyethylene sheeting. Floors shall be covered with a double layer of polyethylene sheeting. Place HEPA-filtered exhaust units in such a manner that a pressure differential can be established. KWBTS NIP-FINAL PHASE-ASBESTOS WORK PROCEDURES MARCH2O22 4 N GALLAGHER TECHNICAL SERVICES BA`iW'aETT � Asbestos Work Procedures March 2022 GC shall establish critical barrier seals and create a localized pressure differential in the work areas. GC shall establish critical barrier seals and create a pressure differential so that the ambient pressure (outside the renovation area) is positive relative to inside the renovation area. C. Engineering Controls—Asbestos Abatement Containment Procedure—Exterior Work It is anticipated that the renovation work impacting the asbestos-containing exterior stucco and caulk will require the use of a work area enclosure on both walkway and courtyard building elevations in all condominium units during the NIP scope of work that requires window replacements, prime entry door replacements, sliding patio door replacements,through-wall AC unit removal,and drilling for mechanical and electrical lines.Additionally,the corresponding interior areas will need to be isolated from the rest of the unit prior to work commencing. Separate enclosures may be constructed on the ground for first (1")floor units and on scaffolding for condominium units located on the 2"d 3ra 0 5tn and 61n floors as required for both the courtyard balcony and courtyard windows off the exterior balcony. The enclosure for the renovation activities shall consist of the following: Entry to the work area where renovation activities are being performed should be restricted to all persons other than those performing the renovation activity. • Construct containment using a layer of polyethylene sheeting placed over a temporary frame constructed with suitable materials, approved by the PM. Cover floors with a double layer of polyethylene sheeting. The containments should be secured in a way such that they will not be breached during a normal rain or wind event. (NOTE: The Contractor will not be allowed to proceed with asbestos abatement work until the PM has reviewed and approved the exterior and interior containment design) Place HEPA-filtered vacuum or low-volume HEPA-filtered exhaust unit in such a manner that a pressure differential can be established. GC shall establish critical barrier seals and create a localized pressure differential in the work areas. GC shall establish critical barrier seals and create a pressure differential so that the ambient pressure (outside the renovation area) is positive relative to inside the renovation area. D. Decontamination Workers may use double suits or decontaminate a single suit with a HEPA-filtered vacuum. Before leaving work areas,each worker must remove and dispose of the outer suit(if double suits are used)and dispose of this suit in a suitable container or thoroughly vacuum the suit using a HEPA-filtered vacuum (if single suits are used) before leaving the containment. ASBESTOS WORK PROCEDURES Building occupants shall be protected during renovation activities impacting asbestos through the following procedures: A. Required Training The asbestos removal activities will be performed by personnel who have received the 32-hour Asbestos Worker Training course as specified by United States Environmental Protection Agency(USEPA)and/or Occupational Safety and Health Administration (OSHA) regulations. This training will include: KWBTS NIP—FINAL PHASE—ASBESTOS WORK PROCEDURES MARCH2O22 5 N GALLAGHER TECHNICAL SERVICES BA`iW'aETT � Asbestos Work Procedures March 2022 Pre-asbestos abatement work activities. • Work area preparation. Establishing decontamination units. Personal protection including respirator selection, use, fit testing, and protective clothing. Worker decontamination procedures. Safety considerations in the abatement work area. A series of practical hands-on exercises. Proper handling and disposal of asbestos wastes. Additionally,a minimum of one of the work crew shall have received the 40-hour Contractor/Supervisor course as specified as the USEPA and OSHA.This training will include: Pre-asbestos abatement work activities. Work area preparation. Establishing decontamination units. Personal protection including respirator selection, use, fit testing, and protective clothing. Worker decontamination procedures. Safety considerations in the abatement work area. A series of practical hands-on exercises. Proper handling and disposal of asbestos wastes. Medical monitoring. Air monitoring. Relevant federal, state, and local regulatory requirements, procedures, and standards. Insurance and liability issues. Recordkeeping for asbestos abatement projects. KWBTS NIP—FINAL PHASE—ASBESTOS WORK PROCEDURES MARCH2O22 6 N GALLAGHER TECHNICAL SERVICES BA`iW'aETT � Asbestos Work Procedures March 2022 Supervisory techniques for asbestos abatement activities. Contract specifications. B. Refresher Training Personnel who received the 32-hour Asbestos Worker or 40-hour Asbestos Supervisor training course shall be given an eight (8) hour refresher training course on an annual basis as per USEPA and OSHA requirements. C. Work Practices Appropriate work practices shall be used to minimize the migration of released fibers. These work practices may include:wet methods,careful handling,glove bags,protective clothing,and proper containment of contaminated work materials utilizing vacuum or air filtration devices equipped with HEPA filters. • Fixtures and furniture in the work area will be cleaned using HEPA vacuums and/or wet wiping. • Debris and contaminated cleaning materials will be placed in airtight, sealed containers. These containers will be disposed of according to local, state, and federal regulations. D. Required Drug Testing and Background Check Requirements Per the Final Phase specifications (Volume 1 — Division 3 — SP 12 Special Provisions), before receiving a NIP ID Badge,all on-site asbestos abatement staff must successfully submit a 12-Panel Drug Test and Criminal Background check before being allowed to enter the KWBTS Final Phase work site. AIR MONITORING REQUIREMENTS A. Ambient Air Monitoring Air monitoring shall be performed during renovation activities impacting the materials identified to containing asbestos. Air monitoring activities should be performed by a component person. Air monitoring personnel should be present at all times during the disturbance of asbestos including preparation work. The various types of air monitoring performed during asbestos abatement projects typically includes: Background Sampling- Prior to the beginning of an abatement operation it is recommended that areas in and around the removal site be sampled for airborne asbestos. • Work in Progress Sampling-Air samples should be taken to monitor the levels of airborne fibers in and around the work area. The purpose of this monitoring is to ensure that the engineering controls being employed by the GC are sufficient to prevent the release of asbestos fibers outside of the containment. B. Personal Air Monitoring The GC shall be responsible for conducting personal air monitoring.The personal air monitoring will consist of: KWBTS NIP—FINAL PHASE—ASBESTOS WORK PROCEDURES MARCH2O22 7 N GALLAGHER TECHNICAL SERVICES BA`iW'aETT � Asbestos Work Procedures March 2022 An 8-hour Time Weighted Average (TWA)for samples collected on 25%of the work force during each eight-hour shift for the duration of the project or until a negative exposure assessment has been successfully performed. Excursion Limit or Short-Term Exposure Limit (STEL) sampling shall be performed during the various phases of the asbestos abatement project to establish the STEL for each job function. • GC may use an accredited Asbestos Abatement Supervisor to oversee and direct personal air sampling, using GC's own equipment. Samples collected are to be analyzed by the Phase Contrast Microcopy(PCM) by an NVLAP-accredited laboratory that participates in the PAT program with results reported within 24 hours. C. Final Clearance Testing The GC is required to create a dust free environment within each work area, including removal of dirt, dust, & debris.When the renovation activity in the work area is completed,the GC shall notify the PM and request a visual inspection.After the successful completion of the visual inspection,air testing will be conducted using techniques and guidelines established under 40 CFR 763: • A PCM air test will be conducted; the work area shall be considered to have passed the air test when the five inside samples have an airborne fiber level of less than 0.010 fibers per cubic centimeter(f/cc). • Substantial completion for the removal will not be issued until successful PCM final air clearance testing of the work area has been completed. VISUAL INSPECTIONS A. Preparation Inspection An inspection of each work area by the PM,or designated representative,shall be performed prior to the start of renovation activities impacting the materials identified to contain asbestos. Renovation activities shall not be performed until the condition of each containment is approved by PM, or designated representative. B. Final Inspection Upon completion of renovation activities and the GC has determined the area is free of accumulations of visible accumulations of dirt, dust, or debris, the PM, or designated representative, shall perform a visual inspection of each work area for visible accumulations of dirt,dust,or debris. If visible accumulations of dirt,dust,or debris are present in work area the GC shall repeat wet-cleaning and/or HEPA vacuuming until the work area is in compliance, at Contractor's expense. If no visible accumulations of dirt, dust, or debris are present in work area the GC dismantle the work area. A final inspection will be carried out by GC in the presence of PM to ensure that no dust or debris remains on surfaces as a result of dismantling operations. KWBTS NIP—FINAL PHASE—ASBESTOS WORK PROCEDURES MARCH2O22 8 N GALLAGHER TECHNICAL SERVICES BA`iW'aETT � Asbestos Work Procedures March 2022 ADDITIONAL INSURANCE REQUIREMENTS The KWBTS complex is a habitable, 6-story high-rise building that will require scaffolding (on floors 2-6) on the entire courtyard elevation of the building. Given that the exterior stucco contains <1% asbestos, asbestos abatement work will be required for all window replacements, prime door replacements, sliding patio door replacements, removal of PTAC units and through-wall drilling for mechanical and electrical lines. Both exterior and interior containment will be required for all of the above areas. While exterior containment will occur on the walkway elevation, exterior containment on all courtyard building elevations will occur on scaffolding, with the exception of the ground floor condominium units. Due to the above additional safety risks and challenges, Monroe County is requiring that the awarded General Contractor provide Asbestos Abatement Liability Insurance with limits no less than $2,000,000. If this 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. KWBTS NIP—FINAL PHASE—ASBESTOS WORK PROCEDURES MARCH2O22 9 N GALLAGHER TECHNICAL SERVICES BA`iW'aETT � Asbestos Work Procedures March 2022 APPENDIX A ASBESTOS SURVEY REPORTS KWBTS NIP—FINAL PHASE—ASBESTOS WORK PROCEDURES MARCH2O22 10 + tl fi Ravi A ak i Dboae March 11, 2019 EE&G Project#2016-4323 Mr. Steve Vecchi THC, Inc. 1755 North Brown Road Lawrenceville, GA 30043 Subject: Asbestos Pre-Renovation Survey Unit A101 Noise Insulation Project Key West by the Sea 2601 North Roosevelt Boulevard Key West, FL 33040 Dear Mr. Vecchi: EE&G Environmental Services, LLC (EE&G) was retained by THC, Inc. (Client) to conduct an asbestos survey of Unit A101 (Subject Area) of the Key West by the Sea condominium building located at 2601 North Roosevelt Boulevard in Key West, Florida. The survey was performed on April 9, 2018 and November 6, 2018 by Hiram Aguiar of EE&G (certified under the Asbestos Hazard Emergency Response Act, (AHERA). The purpose of this asbestos survey was to identify the presence, extent, and condition of asbestos-containing materials (ACM) that may be impacted as a result of planned renovations for compliance with the Environmental Protection Agency (EPA) National Emissions Standards for Hazardous Air Pollutants (NESHAP), Monroe County and applicable State and Federal Guidelines. METHODS The specified interior and exterior building materials were inspected for suspect ACM, unless otherwise noted. Each observed suspect material was described and sampled. Samples were collected according to procedures established by EPA in 40 CFR 763. Samples were sent to American Asbestos Laboratories in Tampa, Florida for analysis. Upon arrival at the laboratory, the samples were logged-in and stored for analysis. Analyses were performed using the polarized light microscopy (PLM) method of asbestos detection using guidelines and procedures established in the Method for the Determination of Asbestos in Bulk Building Materials (EPA-600/R-93-116 July, 1993). Results were provided as percent (%) asbestos by volume. Samples found to contain greater than 1% asbestos were considered positive and listed as ACM. Sample found by this method to have less than 1% were further analyzed by EPA method 400 Point Count Procedure. The point counting allowed for a more accurate determination and results were provided as % asbestos by volume. LIMITATIONS OF SURVEY This asbestos inspection report has been prepared by EE&G in a manner consistent with industry standards exercised by members of the profession practicing under similar conditions. No other warranty, expressed or implied is made. The intent of this survey report is to assist the owner or client in locating ACM. Under no circumstances is this survey to be utilized as a proposal or a project specification document without the expressed written consent of EE&G. The survey was conducted to identify suspect ACM in accessible interior and exterior areas of the subject area. If other areas at this location are to be impacted during planned or future 1u;trru V1 1 h0UII"IEl 011ando T ,nipe), Mr. Steve Vecchi THC, Inc. March 11, 2019 Page 2 renovations, a separate asbestos survey of these areas will be required. Some ACM may not have been discovered due to inaccessibility or missing/incomplete plans. Suspect materials discovered subsequent to the issue of this survey report should be sampled and analyzed to determine asbestos content and to initiate appropriate responses. Analyses were carried out by PLM. While the most commonly accepted analytical method for detecting asbestos in bulk materials, PLM is known to have limited resolution and may not detect extremely small asbestos fibers. Certain materials, notably vinyl floor tiles, may contain extremely fine asbestos fibers that are beyond the resolution of PLM. EE&G's interpretations and recommendations are based upon the results of sample collection and analyses in compliance with environmental regulations, quality control and assurance standards, and the scope of work as indicated in EE&G's proposal. The results, conclusions, and recommendations contained in this report pertain to conditions observed at the time of the survey. Other conditions elsewhere in the subject building(s) may differ from those in the inspected/surveyed locations and, such conditions are unknown, may change over time, and have not been considered. This report was prepared solely for the use of EE&G's client, and is not intended for use by third party beneficiaries. The client shall indemnify and hold EE&G harmless against liability for loss arising out of or relating to reliance by a third party on work performed thereunder, or the contents of this report. EE&G will not be held responsible for the interpretation or use by others of data developed pursuant to the compilation of this report, or for use of segregated portions of this report. SURVEY AREA DESCRIPTION AND OBSERVATIONS Unit A101 Noise Insulation Project EE&G reviewed Client provided plans for the Noise Insulation Project in order to determine building materials likely to be impacted during the renovation. Upon review, EE&G designed this survey to include stucco. RESULTS Asbestos-containing materials (ACM) Asbestos was not identified in amounts greater than 1% in the sampled materials. Materials containing less than 1% asbestos The presence of less than 1% asbestos was identified in the samples collected in the exterior stucco that will be impacted by the planned renovations. Nonasbestos-containing materials Asbestos was not detected in the following materials: White drywall system. White exterior caulking (windows & doors). UNIT A101 Mr. Steve Vecchi THC, Inc. March 11, 2019 Page 3 • Gray interior window glazing. The original laboratory report is attached. CONCLUSIONS The stucco was found to contain less than 1 percent chrysotile asbestos. According to EPA, these materials are not regulated as ACM, but OSHA considers materials with even trace amounts of asbestos a potential hazard to workers exposed to the airborne dust from these materials. EE&G recommends that contractors performing this work follow OSHA requirements to use dust control methods to assure that minor amounts of asbestos fibers do not become airborne, that employees involved in this work wear appropriate personal and respiratory protection, and exposure assessments be performed to determine if workers are being exposed to airborne asbestos fibers above the OSHA Permissible Exposure Limit (PEL) of a 0.1 fiber/cc 8-hour TWA PEL and a 1fiber/cc 30-minute excursion limit. Notification to the Florida Department of Environmental Protection (FDEP) of intent to renovate is not necessary, however, the general contractor should have a copy of this survey at the site during the entire project as proof of compliance with 40 CFR 61 (NESHAP). EE&G appreciates the opportunity to provide you and your organization with environmental consulting services. If you have any questions or require further clarifications, please do not hesitate to contact us at (305) 374-8300. Sincerely, Reviewed by Hiram Aguilar Certified AHERA Building Inspector Timothy Lentz, P.G. Senior Project Professional, EE&G EE&G Asbestos Consultant#AX84 Attachments UNIT A101 Mr. Steve Vecchi THC, Inc. March 11, 2019 Attachments PLM LABORATORY RESULTS UNIT A101 AAL Tuesday, May 12018, 9:54 AM American Asbestos Laboratories .. ., ., .,,,_viy„., ..., e„ ,Y .i vn ..itN,al f„ dP,c,^fii5e:. .,;s .s"a.t.,.,i' ,e M ,,.. .z ., ..,.s .z, ,�:51.?✓ ..wSa,.,.,. ..e.L,rs 'a_o ,t ::',t n s,_ REPORT SENT THC,INC PREPARED AAL TO: 1755 N.BROWN ROAD BY. Asbestos Department LAURENCEVILLE,GA 30043 5005 WEST LAUREL STREET STEVE VECCHI SUITE 110 TAMPA,FL 33607 Phone: 770-623-0520 Fax: NVLAP Lab Code 101775 Email: (813)287-1005 Thank you for your business. Analysis: Polarized Light Microscopy(PLM) with dispersion staining techniques according to the United States (US) Environmental Protection Agency (EPA) 'Method for the Determination of Asbestos in Bulk Building Materials; EPA/600/R-93-116, July 1993. Sample Type: BULK Date in: Monday,April 23,2018 # of Samples: 7 Date out: Tuesday, May 12018 Transported: FEDEX GROUND Work Order# T1804062 Sampled by: HIRAM AGUTAR AAL Project# 2016-4323 Received by: KIA Project: KEY WEST BY THE SEA-BLDG A,UNIT 101 Authorized Analyst Laboratory Manager KHANDAKER ANAM KHANDAKER ANAM Due to the small size of asbestos fibers associated with vinyl floor tiles, TEM analysis is recommended for all floor tiles containing 0 or no detectable asbestos by visual estimation. This report may not be reproduced except in full,without the written approval of AAL. AAL will not be held responsible for the use of its reports issued in part to third parties or authorized agents of the client. This report shall not be used by the client to claim product endorsement by NVLAP nor any agency of the United States Government. All NVLAP reports displaying NVLAP logo must have at least one signature to be valid. The following analytical results presented in this report pertain only to the samples analyzed. American Asbestos Laboratories assumes no responsibility for whether the samples accurately represent the material in question C14 0 0 ti u u U u u u CN C> cs CN ol 0� C, R. A A C� cl� w w w C, a, rn O CL C:L u Q u u U u RS N N N cr. m 1:1 Q n m Acn V) V) (A co R R R V) rA V) 4— V) C4 V) 0 0 0 z z z 14 uj CL N In D Mu a z ct 0 LLJ z LU 0 0 0 0 Q. x Of CD 0 0 C(- 0 0 F�- Z C) uj ca U) a. 3: 3t :2 co co z z O N J H F 2: F- U) 3: 4 Qo u u W u u w u u 0 C/) 121 M 0 m m V) m V) cn V) CA 0 0 a 0 0 a 0 0 u u u CN < < E- F w 00 00 A wz z U8, Lw co m < N 0 Cl) Q. 0 0C) r-1 N Ol -2 CY) 00 P 0 if Lli U 0 44 0 if 0 -i o it cr- :E- CL CL 0 it =0 LUH o II jo, Q. II II < 00 -j .P L) 0 . E2 E tu CQ a F- 12 > LU < Q) 11 0 L) ce. R M ui 0 3 > :2 2 0, Im II 0 Z if E Q� § U- ca 4) co .- u 0 cr if 4) W 0 00 LU if U- -i if 0 IM CL m E -I if a < l- m m if r U) Co 0 o CU OF — 3: 0 2 co Z E < 11 -pa—) .--u ZI (a v LL V) (n < If m U. co 11 U) Eu U ou 11 m CL II C) fY if M U co CO co .. Lu V E 0 II :3 c E O II 0- 19 E m Q < if v) if if cu CL 0 < U) < 0 If -- 0 a.< ELco 0 0 r E 0 < < 0 m U) m 17- S if C14"r < co �o z Lu :) CI 4) < < U) U 0� 7 x LU co co co co < 0 EE&G Environmental Services, LLC 5751 Miami Lakes Drive EEb'- GMiami Lakes, Florida 33014 BULK TRANSMITTAL FORM Bldg. A Unit 101 CHAIN OF CUSTODY Key West by The Sea CLIENT: THC, Inc. PROJECT:2601 N. Roosevelt Blvd., Key West, FL CLIENT CONTACT: Steve Vecchi PROJECT NUMBER: 2016-4323 DATE COLLECTED: PHASE/TASK: Survey DATE SENT: DATE VERBAL NEEDED:.24 Hours STOP AT FIRST POSITIVE: Y r (circle one) DATE WRITTEN NEEDED: SAMPLE PREFIX SAMPLE NUMBER COLOR SAMPLE DESCRIPTION SAMPLE LOCATION 1. White Drywall System LVR Corner Ceiling 2.— LVR Corner Wall 3.- 1g2 Hall Closet 4.— Exterior Caulking Sliding Patio Door 5. IV WW BRIVI Window 6. Interior Window glazing WW BRIVI Window 7. CY BRIVI Window 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. CHAIN OF CUSTODY: DATE/TIME PRINT NAME/SIGNATURE PURPOSE Hiram Aquiar ( C T A C T A C T A C=Collection T=Transportation A=Analysis Air) AAL Thursday, Dec 6 2018, 11:26 AM American Asbestos Laboratories REPORT SENT THC,INC PREPARED AAL TO: 1755 N. BROWN ROAD BY., Asbestos Department LAURENCEVILLE, GA 30043 5005 WEST LAUREL STREET STEVE VECCHI SUITE 110 TAMPA, FL 33607 Phone: 770-623-0520 Fax: NVLAP Lab Code 101775 Entail: (813)287-1005 Thank you for your business. Analysis: Polarized Light Microscopy (PLM) with dispersion staining techniques according to the United States (US) Environmental Protection Agency (EPA) 'Method for the Determination of Asbestos in Bulk Building Materials', EPA/600/R-93-116, July 1993. Sample Type: BULK Date in: Tuesday,November 13,2018 # of Samples: 2 Date out: Thursday, Dec 6 2018 Transported. FEDEX Work Order# T1812015 Sampled by: HIRAM AGUTAR AAL Project# 2016-4323 Received by: KIA Project: KEY WEST BY THE SEA BLDG A, UNIT 101 02-01 4e • 02, Authorized Analyst Laboratory Manager KHANDAKER ANAM KHANDAKER ANAM Due to the small size of asbestos fibers associated with vinyl floor tiles, TEM analysis is recommended for all floor tiles containing 0 or no detectable asbestos by visual estimation. This report may not be reproduced except in full,without the written approval of AAL. AAL will not be held responsible for the use of its j reports issued in part to third parties or authorized agents of the client. This report shall not be used by the client to claim product endorsement by NVLAP nor any agency of the United States Government. All NVLAP reports displaying NVLAP logo must have at least one signature to be valid. The following analytical results presented in this report pertain only to the samples analyzed. American Asbestos Laboratories assumes no responsibility for whether the samples accurately represent the material in question C14 rq 4. u u Of Pq 6 0 00 00 if LU CC 0 0 X C-1) -j 0 (3) 15 II CL T- LLJ So cr W Q) Pq 0- Z6 Q 0 V) D U0 0 cr. II 74 4 L) co -j co < < C4 0 M LL 0 2 -5 E u E 2i r a)= 11 0 4- [W— I 1 C) :2 6 .0 2 L, cr E5 - . LU '2 0 2 �;m 0 > �E 2 CL 0 w o co if LU 06 if U) 0 z < if E M 11 � � U- CL (D 0 Co CL 0 Cr 0 co �9 ui if LL Of -i it o 0 co 00 CL m E if r- < Crm if cm U) U) U) 20 co Mu 0") CL I E <5 11 W *- Z E z < CL cc CO (D u D 0 U- 11 1 C) .4 U) m if co 2CL, >- 11 0 X if � 00 LU caC) v i6 c:EII 0 :3 > CL 0 E 0 if u u E U u m U > < < < if W CL < a) a- X 0 < ¢ L) M U) CIS u rA t z U uj Z) < < 04 u tt z 0 uj w L,Lj Ill m < co EE&G Environmental Services, LLC E E b- G 5751 Miami Lakes Drive Miami Lakes, Florida 33014 BULK TRANSMITTAL FORM CHAIN OF CUSTODY CLIENT: THC, Inc. PROJECT: Key West by the Sea-Bldg.A CLIENT CONTACT: Steve Vecchi PROJECT NUMBER: 2016-4323 DATE COLLECTED: //- e - / BILL GROUP/PHASE: Survey DATE SENT: 11-12-18 DATE VERBAL NEEDED: 24 Hours STOP AT FIRST POSITIVE: Y 6) (circle one) DATE WRITTEN NEEDED: 48 Hours SAMPLE PREFIX SAMPLE NUMBER COLOR SAMPLE DESCRIPTION SAMPLE LOCATION 1. White/Gray Exterior Wall Stucco Unit /0/ Slidinq Glass 2. White/Gray Exterior Wall Stucco Unit /0/ A/C Unit 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. CHAIN OF CUSTODY: DATE/TIME PRINT NAME/SIGNATURE PURPOSE Hiram A-guiar C T A C T A u VIA, C T A C=Collection T=Transportation A=Analysis NOV Mr. Steve Vecchi THC, Inc. March 11, 2019 Attachments INSPECTION PHOTOGRAPHS UNIT A101 Mr. Steve Vecchi THC, Inc. March 11, 2019 Attachments Photo 1: No asbestos detected in typical interior drywall system sampled during this inspection scheduled for renovations. Photo 2: No asbestos detected in typical interior drywall system sampled during this inspection scheduled for renovations. UNIT A101 Mr. Steve Vecchi THC, Inc. March 11, 2019 Attachments I , I' I I y,, y Id l� rq Photo 3: No asbestos detected in typical exterior sliding glass door caulking sampled during this inspection scheduled for renovations. 9'N' � uuuuuuuuuu o lii i�l'di'.I'I it 4� °I�Irlli@I��III r ��'" o I r�I r i uY uiii uuuu utl "'IiiiiVuuilllllil�� 'i ' i II iI l Photo 4: No asbestos detected in typical exterior window caulking sampled during this inspection scheduled for renovations. UNIT A101 Mr. Steve Vecchi THC, Inc. March 11, 2019 Attachments /r Ii Photo 5: No asbestos detected in typical interior window glazing sampled during this inspection scheduled for renovations. Photo 6: No asbestos detected in typical interior window glazing sampled during this inspection scheduled for renovations. UNIT A101 Mr. Steve Vecchi THC, Inc. March 11, 2019 Attachments CERTIFICATES UNIT A101 ar® r�yw ' N�m„�i✓. 4 it ,� � •fl"%' �+`a, mrd ,wwur�'1 �� 1 i LO rl 1. vIM m _ W >, .. c on � � U Lb v00 56IL ar d NOD �I U P .,° 00 :. M tum w 1 $:14 M W u " 0 ,� m Wn, � c o o o cad M o J cn p 61 �tw �00 a) un w. fr X N Wy� z O . u7 w V q O / m Z arm o O ;• i a OOCL uj v I LL �y O W1 0 p o72 � > N f 4 0 N 9 m < U %rr a �s. x e f � 'lM�n/"""�,�U /° r, ✓v r' yi �2, r r �" i ,� r�,r�,i'c f �, r �' ✓ n`� a �"n mn ��"l'r r" m,� � d��n �„ �{r N t � ty a^ ,� �✓ m I r� E LO O CD o a- � o C*ll o ° O U Q U �C•yr. V O cV o U C/) 0 (fl �■ U cc q) cOu dt "t3 0 ") C L • 0 C O v y uj -Cc'' aaZ' c ° = � cu Oo � 'QU) . ro co o ,�' 'a a� o Co :2 U .w Q O C a0 =' IDu_ c 0 8 co co 0 CD h 0 t0.1 VJ O co 0 "o Vj C _ N rz O Cn _ .� rQ,ca Q Ri a c p .0 0 w vC13 'C'3 � o co N ox"T OF co, National Voluntary � f Q Laboratory Accreditation Program ftwms Of SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 American Asbestos Laboratories, Inc. 5005 W. Laurel St., Suite 110 Tampa, FL 33607 Mr. Khandaker I. Anam Phone: 813-287-1005 Fax: 813-285-8545 Email: akhandaker@eeandg.com http://www.eeadng.com ASBESTOS FIBER ANALYSIS NVLAP LAB CODE 101775-0 Bulk Asbestos Analysis Code Description 18/A01 EPA--40 CFR Appendix E to Subpart E of Part 763,Interim Method of the Determination of Asbestos in Bulk insulation Samples 18/A03 EPA 600/R-93/116:Method for the Determination of Asbestos in Bulk Building Materials For the National Volunta&jLbo-rat6 Accreditation Program NJ Effective 2018-04-01 through 2019-03-31 Page 1 of 1 70 Z O � Q E J o w N W w GC w W Ln = J Q Z , r ';l 1 O Z Z i '/1 � 1 �/� l/1� //0 ' � Q /' r r 1 fr .�J l/ r (V Q Gi //�i - 1 r � U r 1 ii�//r r r (n / / % w ; // / CD N p Z / / / / % r i I r J r%l / — /r i/// ✓/ f *rt /rrr / / U �, N W °� r,/f �/ / Gj /� %� o/„ s LZ rir �"��o/%fir/; 14 131 r 1 ! �1"7 �� i I 1 r I '! '��'9✓%%� �f � l it s JIJf/r r 1 / j//%/ %i I �1 I ' �li�r��I I r� rl �%G� 'r �i .1j 1� (U Q114, � / rrir roi % ,/ J / / 4i / rr // , ,/ ' l r r / J / A"r/ 1 _ f%o r� d/ / f� i�/ r r�' �C r // V W ' L �, a� O � � r/i %O///�i r 7 / r %/ /�% G' I I � _� U �/� O 0 i LL i 1 / / .irk O m Q) Q w W Q v > w a o 2 _ Q Y a W H p�'RiCW 'dIBR%hGk4,;p o-dti N I I + tl fi Ravi A ak i Dboae March 11, 2019 EE&G Project#2016-4323 Mr. Steve Vecchi THC, Inc. 1755 North Brown Road Lawrenceville, GA 30043 Subject: Asbestos Pre-Renovation Survey Unit A201 Noise Insulation Project Key West by the Sea 2601 North Roosevelt Boulevard Key West, FL 33040 Dear Mr. Vecchi: EE&G Environmental Services, LLC (EE&G) was retained by THC, Inc. (Client) to conduct an asbestos survey of Unit A201 (Subject Area) of the Key West by the Sea condominium building located at 2601 North Roosevelt Boulevard in Key West, Florida. The survey was performed on April 10, 2018 and November 6, 2018 by Hiram Aguiar of EE&G (certified under the Asbestos Hazard Emergency Response Act, (AHERA). The purpose of this asbestos survey was to identify the presence, extent, and condition of asbestos-containing materials (ACM) that may be impacted as a result of planned renovations for compliance with the Environmental Protection Agency (EPA) National Emissions Standards for Hazardous Air Pollutants (NESHAP), Monroe County and applicable State and Federal Guidelines. METHODS The specified interior and exterior building materials were inspected for suspect ACM, unless otherwise noted. Each observed suspect material was described and sampled. Samples were collected according to procedures established by EPA in 40 CFR 763. Samples were sent to American Asbestos Laboratories in Tampa, Florida for analysis. Upon arrival at the laboratory, the samples were logged-in and stored for analysis. Analyses were performed using the polarized light microscopy (PLM) method of asbestos detection using guidelines and procedures established in the Method for the Determination of Asbestos in Bulk Building Materials (EPA-600/R-93-116 July, 1993). Results were provided as percent (%) asbestos by volume. Samples found to contain greater than 1% asbestos were considered positive and listed as ACM. Sample found by this method to have less than 1% were further analyzed by EPA method 400 Point Count Procedure. The point counting allowed for a more accurate determination and results were provided as % asbestos by volume. LIMITATIONS OF SURVEY This asbestos inspection report has been prepared by EE&G in a manner consistent with industry standards exercised by members of the profession practicing under similar conditions. No other warranty, expressed or implied is made. The intent of this survey report is to assist the owner or client in locating ACM. Under no circumstances is this survey to be utilized as a proposal or a project specification document without the expressed written consent of EE&G. The survey was conducted to identify suspect ACM in accessible interior and exterior areas of the subject area. If other areas at this location are to be impacted during planned or future 1u;trru V1 1 h0UII"IEl Orlando T ,nipe), Mr. Steve Vecchi THC, Inc. March 11, 2019 Page 2 renovations, a separate asbestos survey of these areas will be required. Some ACM may not have been discovered due to inaccessibility or missing/incomplete plans. Suspect materials discovered subsequent to the issue of this survey report should be sampled and analyzed to determine asbestos content and to initiate appropriate responses. Analyses were carried out by PLM. While the most commonly accepted analytical method for detecting asbestos in bulk materials, PLM is known to have limited resolution and may not detect extremely small asbestos fibers. Certain materials, notably vinyl floor tiles, may contain extremely fine asbestos fibers that are beyond the resolution of PLM. EE&G's interpretations and recommendations are based upon the results of sample collection and analyses in compliance with environmental regulations, quality control and assurance standards, and the scope of work as indicated in EE&G's proposal. The results, conclusions, and recommendations contained in this report pertain to conditions observed at the time of the survey. Other conditions elsewhere in the subject building(s) may differ from those in the inspected/surveyed locations and, such conditions are unknown, may change over time, and have not been considered. This report was prepared solely for the use of EE&G's client, and is not intended for use by third party beneficiaries. The client shall indemnify and hold EE&G harmless against liability for loss arising out of or relating to reliance by a third party on work performed thereunder, or the contents of this report. EE&G will not be held responsible for the interpretation or use by others of data developed pursuant to the compilation of this report, or for use of segregated portions of this report. SURVEY AREA DESCRIPTION AND OBSERVATIONS Unit A201 Noise Insulation Project EE&G reviewed Client provided plans for the Noise Insulation Project in order to determine building materials likely to be impacted during the renovation. Upon review, EE&G designed this survey to include stucco. RESULTS Asbestos-containing materials (ACM) Asbestos was not identified in amounts greater than 1% in the sampled materials. Materials containing less than 1% asbestos The presence of less than 1% asbestos was identified in the samples collected in the exterior stucco that will be impacted by the planned renovations. Nonasbestos-containing materials Asbestos was not detected in the following materials: White drywall system. White exterior caulking (windows & doors). UNIT A201 Mr. Steve Vecchi THC, Inc. March 11, 2019 Page 3 • Gray interior window glazing. The original laboratory report is attached. CONCLUSIONS The stucco was found to contain less than 1 percent chrysotile asbestos. According to EPA, these materials are not regulated as ACM, but OSHA considers materials with even trace amounts of asbestos a potential hazard to workers exposed to the airborne dust from these materials. EE&G recommends that contractors performing this work follow OSHA requirements to use dust control methods to assure that minor amounts of asbestos fibers do not become airborne, that employees involved in this work wear appropriate personal and respiratory protection, and exposure assessments be performed to determine if workers are being exposed to airborne asbestos fibers above the OSHA Permissible Exposure Limit (PEL) of a 0.1 fiber/cc 8-hour TWA PEL and a 1fiber/cc 30-minute excursion limit. Notification to the Florida Department of Environmental Protection (FDEP) of intent to renovate is not necessary, however, the general contractor should have a copy of this survey at the site during the entire project as proof of compliance with 40 CFR 61 (NESHAP). EE&G appreciates the opportunity to provide you and your organization with environmental consulting services. If you have any questions or require further clarifications, please do not hesitate to contact us at (305) 374-8300. Sincerely, Reviewed by Hiram Aguilar Certified AHERA Building Inspector Timothy Lentz, P.G. Senior Project Professional, EE&G EE&G Asbestos Consultant#AX84 Attachments UNIT A201 Mr. Steve Vecchi THC, Inc. March 11, 2019 Attachments PLM LABORATORY RESULTS UNIT A201 Nk r- r v a°sm a+...w .. , ....,�.a n,..w gk"" .,,}„, AAL Thursday, May 24 2018, 10:28 AM American Asbestos Laboratories r+ rtl). ,.Ttv",",iaz, , ls,,, REPORT SENT THC,INC PREPARED AAL TO: 1755 N. BROWN ROAD BY: Asbestos Department LAURENCEVILLE,GA 30043 5005 WEST LAUREL STREET STEVE VECCHI SUITE 110 TAMPA,FL 33607 Phone: 770-623-0520 Fax: NVLAP Lab Code 101775 Email: (813)287-1005 Thank you for your business. Analysis: Polarized Light Microscopy(PLM) with dispersion staining techniques according to the United States (US) Environmental Protection Agency (EPA) 'Method for the Determination of Asbestos in Bulk Building Materials, EPA/600/R-93-116, July 1993, Sample Type: BULK Date in: Tuesday,April 24, 2018 #of Samples: 7 Date out: Thursday,May 24 2018 Transported: FEDEX GROUND Work Order# T1804068 Sampled by. HIRAM AGUTAR AAL Project# 2016-4323 Received by. KIA Project: KEY WEST BY THE SEA-BLDG A,UNIT 201 Authorized Analyst Laboratory Manager KHANDAKER ANAM KHAN DAKER ANAM Due to the small size of asbestos fibers associated with vinyl floor tiles, TEM analysis is recommended for all floor tiles containing 0 or no detectable asbestos by visual estimation. This report may not be reproduced except in full,without the written approval of AAL. AAL will not be held responsible for the use of its reports issued in part to third parties or authorized agents of the client. This report shall not be used by the client to claim product endorsement by NVLAP nor any agency of the United States Government. All NVLAP reports displaying NVLAP logo must have at least one signature to be valid. The following analytical results presented in this report pertain only to the samples analyzed. American Asbestos Laboratories assumes no responsibility for whether the samples accurately represent the material in question N .2 0 0 0 4- .2 A .2 Z A .2 0 Q) -6 —15 -6 a -6 ti z — u u u u u u ro (0 0 <71 ON C, 0 00 kn 00 a,In 00 00 00 0 0 0 O CL A� to) u u u u (t V) Cl) V) V) w V) EN (Z) wm oft" Q3 Q) a) ca 4::( x Lu CDz 0 Q. '0 Zcl 4 .c co 0 CD 0 0 Z J Z z 0 .-j LU 0 0 uj 0 0 U, z UZ w W- 0 q 0 0 i o 0. o 0 LU LLJ cl: 0 0 0 0 o o 0 U U u F. F. 0 0 O ca F. F. F" F- F- uw wu wu u u co F. r:)W C�W co w 1:�w Ct) w V) cn Ln 5 V) cn >. V) V) a0 0 V) 0 0 V) 0 0 F- -W m W- ml W- m PQ m mm u u H U V) 00 o o o o 0 0- z z z 4 z 0 ,,r, C, tc co d 0 N 0 0 � � O U) 0 n uj 0 O 0 cl: 4. -j 0 0 ui 0 a) cr 2- c Q) Q Q H a a- it co II ui ow 0. co > V) it it 00 z GL Q Wca 11 , C20 IL75 .0 E = E w M it 00) F- > %. LU < If .0- F- 11 Lu : 2 C)L 2, im 4 o it II U) z if E Ix LL cri co L) 0 rX it (D W 2 0 2 M -9 -0a> W it LL ?: x -j if b 0 Co CL C it m 11 E2 0 0 (coo 2 0 MM 'a CL E :E 11 Z<(Z' 0 U)m -- �e LL CD cc UL Ill N CC) 0 U- II U Q U) UM P It FO CL it If p L: it II .2 to c x uj CL EO v 0 :3 c -j >0 CL 0 L: E w m < ;� " R 11 If LU 0 < (J) < 0. .. 4 < 0- 0 a) ip O o 'Fu (L (A 00 co < < L) CL w C �j O. O to uj 0 cc co c) cr. EEbGEE&G Environmental Services,LLC 5751 Miami Lakes Drive Miami Lakes, Florida 33014 BULK TRANSMITTAL FORM Bldg. A Unit 'Z 0 CHAIN OF CUSTODY Key West by The Sea CLIENT: THC, Inc. PROJECT: 2601 N. Roosevelt Blvd., Key West, FL CLIENT CONTACT: Steve Vecchi PROJECT NUMBER:-2016-4323 DATE COLLECTED: PHASEITASK:Survey DATE SENT: DATE VERBAL NEEDED:24 Hours STOP AT FIRST POSITIVE: Y (V (circle one) DATE WRITTEN NEEDED: SAMPLE PREFIX SAMPLE NUMBER COLOR SAMPLE DESCRIPTION SAMPLE LOCATION 1. 14VI White Drywall system y 2. 3. 4.- le'51-11 Exterior caulking 5. le?s W 6. we: V Window glazing 8. 9. 10. 11. 12. 13. 14. is. 16. 17. 18. 19. 20. CHAIN OF CUSTODY: DATE/TIME PRINT NAME/SIGNATURE PURPOSE Hiram Aguiar C T A -AIR C T A C=Collection T=Transportation A=Analysii" AAL Friday, Dec 7 2018, 11:20 AM American Asbestos Laboratories REPORT SENT THC,INC PREPARED AAL TO: 1755 N. BROWN ROAD BY. Asbestos Department LAURENCEVILLE,GA 30043 5005 WEST LAUREL STREET STEVE VECCHI SUITE 110 TAMPA, FL 33607 Phone: 770-623-0520 Fax: NVLAP Lab Code 101775 Email: (813)287-1005 Thank you for your business. Analysis: Polarized Light Microscopy(PLM) with dispersion staining techniques according to the United States (US) Environmental Protection Agency (EPA) 'Method for the Determination of Asbestos in Bulk Building Materials, EPA/600/R-93-116, July 1993. Sample Type: BULK Date in: Tuesday,November 13,2018 # of Samples: 2 Date out: Friday,Dec 7 2018 Transported: FEDEX Work Order# T1812032 Sampled by: HIRAM AGUTAR AAL Project# 2016-4323 Received by: KIA Project: KEY WEST BY THE SEA BLDG A, UNIT 201 Authorized Analyst Laboratory Manager KHANDAKER ANAM KHANDAKER ANAM Due to the small size of asbestos fibers associated with vinyl floor tiles, TEM analysis is recommended for all floor tiles containing 0 or no detectable asbestos by visual estimation. This report may not be reproduced except in full,without the written approval of AAL. AAL will not be held responsible for the use of its reports issued in part to third parties or authorized agents of the client. This report shall not be used by the client to claim product endorsement by NVLAP nor any agency of the United States Government. All G NVLAP reports displaying NVLAP logo must have at least one signature to be valid. f The following analytical results presented in this report pertain only to the samples analyzed. American Asbestos Laboratories assumes no responsibility for whether the samples accurately represent the material in question J- u u O C, C, 41 00 0� (71 LU V) II II J 0) o 0 0 c LO) 0 4X 8 II CL Llj O U @ U) cool c U) Co Pq CD >, CL 0, if L: Q) 0 I CA. C/) u co -j Z14 M LL L) CU 0 �5 = 11 E m F- m > Q) Ill <0 If if 4- 0 R E Lu m R 2 0 �: > : Q 1 w0 C Co 11 if U)11 C� f z E M Q co 0 0 co �2 w (D 11 w W _j 11 o F- 0 CO in CL m E .. G: if C < trm O� V) m if '. Cc U) U) U) 2 E 0 mlo -a CL CA CL 2 ,- z m CD co < z z M co U) U) 00 Fo CL 11 11 L, q::( N Y if ccI, My M CO Co 0 i6 if U0, 0 :3 0 0 ID a. E >0 u u E u u < Q >if co -j acn (A 0 Cl) < 0 11 cn < < CL 18) -�s V>� 76 W CL r m c E v) c '6 , C: .0 o < < 0 ffi =; m CL U) II u u Vj rq co N Ill Z) < < CL w co < EE&G Environmental Services, LLC 5751 Miami Lakes Drive EE&- GMiami Lakes, Florida 33014 BULK TRANSMITTAL FORM CHAIN OF CUSTODY CLIENT: THC, Inc. PROJECT: Key West by the Sea—Bldg.A CLIENT CONTACT: Steve Vecchil PROJECT NUMBER: 2016-4323 DATE COLLECTED: X/— &/;' -,/ I— BILL GROUP/PHASE: Survey DATE SENT: 11-12-18 DATE VERBAL NEEDED: 24 Hours STOP AT FIRST POSITIVE: Y (_N� (circle one) DATE WRITTEN NEEDED: 48 Hours SAMPLE PREFIX SAMPLE NUMBER COLOR SAMPLE DESCRIPTION , SAMPLE LOCATION 1. White/Gray Exterior Wall Stucco Unit Zc>/ Sliding Glass 2. White/Gray Exterior Wall Stucco Unit %-0/ A/C Unit 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. CHAIN OF CUSTODY: DATE/TIME PRINT NAME/SIGNATURE PURPOSE Hiram Aguiar CM1 T A C T A C T A C=Collection T=Transportation A=Analysis Mr. Steve Vecchi THC, Inc. March 11, 2019 Attachments INSPECTION PHOTOGRAPHS UNIT A201 Mr. Steve Vecchi THC, Inc. March 11, 2019 Attachments Photo 1: No asbestos detected in typical interior drywall system sampled during this inspection scheduled for renovations. Photo 2: No asbestos detected in typical interior drywall system sampled during this inspection scheduled for renovations. UNIT A201 Mr. Steve Vecchi THC, Inc. March 11, 2019 Attachments I , I' I I y,, y Id l� rq Photo 3: No asbestos detected in typical exterior sliding glass door caulking sampled during this inspection scheduled for renovations. 9'N' � uuuuuuuuuu o lii i�l'di'.I'I it 4� °I�Irlli@I��III r ��'" o I r�I r i uY uiii uuuu utl "'IiiiiVuuilllllil�� 'i ' i II iI l Photo 4: No asbestos detected in typical exterior window caulking sampled during this inspection scheduled for renovations. UNIT A201 Mr. Steve Vecchi THC, Inc. March 11, 2019 Attachments /r Ii Photo 5: No asbestos detected in typical interior window glazing sampled during this inspection scheduled for renovations. Photo 6: No asbestos detected in typical interior window glazing sampled during this inspection scheduled for renovations. UNIT A201 Mr. Steve Vecchi THC, Inc. March 11, 2019 Attachments CERTIFICATES UNIT A201 ar® r�yw ' N�m„�i✓. 4 it ,� � •fl"%' �+`a, mrd ,wwur�'1 �� 1 i LO rl 1. vIM m _ W >, .. c on � � U Lb v00 56IL ar d NOD �I U P .,° 00 :. M tum w 1 $:14 M W u " 0 ,� m Wn, � c o o o cad M o J cn p 61 �tw �00 a) un w. fr X N Wy� z O . u7 w V q O / m Z arm o O ;• i a OOCL uj v I LL �y O W1 0 p o72 � > N f 4 0 N 9 m < U %rr a �s. x e f � 'lM�n/"""�,�U /° r, ✓v r' yi �2, r r �" i ,� r�,r�,i'c f �, r �' ✓ n`� a �"n mn ��"l'r r" m,� � d��n �„ �{r N t � ty a^ ,� �✓ m I r� E LO O CD o a- � o C*ll o ° O U Q U �C•yr. V O cV o U C/) 0 (fl �■ U cc q) cOu dt "t3 0 ") C L • 0 C O v y uj -Cc'' aaZ' c ° = � cu Oo � 'QU) . ro co o ,�' 'a a� o Co :2 U .w Q O C a0 =' IDu_ c 0 8 co co 0 CD h 0 t0.1 VJ O co 0 "o Vj C _ N rz O Cn _ .� rQ,ca Q Ri a c p .0 0 w vC13 'C'3 � o co N ox"T OF co, National Voluntary � f Q Laboratory Accreditation Program ftwms Of SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 American Asbestos Laboratories, Inc. 5005 W. Laurel St., Suite 110 Tampa, FL 33607 Mr. Khandaker I. Anam Phone: 813-287-1005 Fax: 813-285-8545 Email: akhandaker@eeandg.com http://www.eeadng.com ASBESTOS FIBER ANALYSIS NVLAP LAB CODE 101775-0 Bulk Asbestos Analysis Code Description 18/A01 EPA--40 CFR Appendix E to Subpart E of Part 763,Interim Method of the Determination of Asbestos in Bulk insulation Samples 18/A03 EPA 600/R-93/116:Method for the Determination of Asbestos in Bulk Building Materials For the National Volunta&jLbo-rat6 Accreditation Program NJ Effective 2018-04-01 through 2019-03-31 Page 1 of 1 70 Z O � Q E J o w N W w GC w W Ln = J Q Z , r ';l 1 O Z Z i '/1 � 1 �/� l/1� //0 ' � Q /' r r 1 fr .�J l/ r (V Q Gi //�i - 1 r � U r 1 ii�//r r r (n / / % w ; // / CD N p Z / / / / % r i I r J r%l / — /r i/// ✓/ f *rt /rrr / / U �, N W °� r,/f �/ / Gj /� %� o/„ s LZ rir �"��o/%fir/; 14 131 r 1 ! �1"7 �� i I 1 r I '! '��'9✓%%� �f � l it s JIJf/r r 1 / j//%/ %i I �1 I ' �li�r��I I r� rl �%G� 'r �i .1j 1� (U Q114, � / rrir roi % ,/ J / / 4i / rr // , ,/ ' l r r / J / A"r/ 1 _ f%o r� d/ / f� i�/ r r�' �C r // V W ' L �, a� O � � r/i %O///�i r 7 / r %/ /�% G' I I � _� U �/� O 0 i LL i 1 / / .irk O m Q) Q w W Q v > w a o 2 _ Q Y a W H p�'RiCW 'dIBR%hGk4,;p o-dti N I I GALLAGHER TECHNICAL SERVICES SSI ,..r November 17, 2021 GBTS Project No. 2019-4642 Mr. Steve Vecchi THC, Inc. 3300 Breckinridge Boulevard Duluth, Georgia 30096 Subject: Limited Pre-Renovation Asbestos Survey Letter Report Noise Insulation Project Key West by the Sea—Building A, Unit 208 2601 N. Roosevelt Boulevard Key West, Florida 33040 Dear Mr.Vecchi, Gallagher Bassett Technical Services (GBTS), a division of Gallagher Bassett Services, Inc.,was retained by THC, Inc. (Client)to conduct a limited pre-renovation asbestos survey of the Key West by the Sea, Building A, Unit 208 (Subject Area), located at 2601 N. Roosevelt Boulevard in Key West, Florida 33040 (Subject Location).The survey was performed on November 3, 2021 by Mr. Richard Grupenhoff of GBTS who is a certified asbestos inspector under the Asbestos Hazard Emergency Response Act(AHERA). 1.0 PURPOSE The purpose of this limited survey was to identify the presence, extent and condition of asbestos- containing material (ACM)that may be impacted during planned renovation activities associated with the Noise Insulation Project, in order to comply with National Emissions Standards for Hazardous Air Pollutants (NESHAP), Florida Department of Environmental Protection (FDEP) and other applicable local, state and/or federal regulations. 2.0 EXECUTIVE SUMMARY During the limited survey, GBTS collected a total of four(4) bulk samples from suspect building materials planned for renovation. Results of the laboratory analysis are as follows: Asbestos was NOT identified the sampled materials, and therefore are IS NOT considered to be ACM by the EPA. White/pink caulking 4350 W. Cypress Street, Suite 300 Tampa, Florida 33607 Office: 813-287-1005 www.gallagherbassett.com Mr.Steve Vecchi November 17, 2021 Page 2 Asbestos was identified in amounts less than 1% in the following material, and therefore IS NOT considered to be ACM by the Environmental Protection Agency (EPA); however, the Occupational Safety and Health Administration (OSHA) considers materials with even trace amounts of asbestos as potentially hazardous to workers when exposed to airborne dust from these materials. Grey drywall system See Appendix A for the laboratory analysis report. 3.0 ASBESTOS SURVEY METHOD GBTS's survey was limited to suspect building materials that may be impacted during planned renovation activities,as defined by the Client. Each observed suspect material was described,quantified and assigned a homogenous area (HA) identification number.A sufficient number of bulk samples were collected from each observed suspect material. If bulk samples of the suspect material could not be collected during the survey due to restrictions, the suspect materials was assumed to be ACM. The methods used for bulk sample collection were based upon procedures established by the Code of Federal Regulations(CFR)Title 40 Part 763 Subpart E, Asbestos-Containing Materials in Schools; as well as the ASTM International (formerly known as American Society for Testing and Materials) standard E2356 - 18, Standard Practice for Comprehensive Building Asbestos Surveys. 4.0 LABORATORY ANALYSIS METHOD Bulk samples collected were sent to EMSL Analytical, Inc. (EMSL) located in Tampa, Florida for analysis via Polarized Light Microscopy (PLM) guidelines and procedures established in the Method for the Determination of Asbestos in Bulk Building Materials (EPA-600/R-93-116 July, 1993). Laboratory analysis results were reported as percent (%) asbestos by volume. EMSL is a National Voluntary Laboratory Accreditation Program (NVLAP)accredited laboratory.Samples found to contain greater than one percent (1%) asbestos by volume were considered "positive", and listed as ACM. 5.0 LIMITATIONS This limited asbestos survey report has been prepared by GBTS in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. No other warranty, expressed or implied is made. The purpose of this report is to assist the Owner and/or Client in locating ACM that may be impacted during planned renovation activities, and to determine appropriate response actions for identified ACM (if any). Under no circumstances is this report to be utilized by a third-party for bidding purposes and/or for project specifications without the expressed written consent of GBTS. This asbestos survey was limited to locations and/or specific building materials scheduled for renovation activities, as defined by the Client. It is possible that ACM may not have been discovered during the inspection due to inaccessibility or missing/incomplete plans. If suspect material is discovered after the issuance of this report, this material should be sampled and analyzed by a laboratory to determine asbestos content. Appropriate response actions should be initiated dependent upon laboratory analysis results. Building A, Unit 208 Mr.Steve Vecchi November 17, 2021 Page 3 While the PLM analysis method is the most commonly accepted analytical method for detecting asbestos fibers in bulk materials,it is known to have limited resolution and may not detect extremely small asbestos fibers. Certain materials such as resilient vinyl floor tile (VFT) and rubberized gaskets may contain extremely fine asbestos fibers that are beyond the resolution of PLM. Conclusions and recommendations presented in this report are based upon sample collection and laboratory analysis results in compliance with environmental regulations, as well as quality control and quality assurance standards. Conclusions and recommendations presented in this report were limited to conditions observed at the time of the inspection. Other conditions elsewhere in the Subject Area may differ from those in the inspected/surveyed areas. Such conditions are unknown, may change over time and have not been considered. This report was prepared solely for the Client's use, and was not intended for use by third-party beneficiaries. The Client shall indemnify and hold GBTS harmless against any/all liabilities for loss arising out of third-party work performed based on, relating to and/or reliance by the contents of this report. GBTS will not be held responsible for the interpretation and/or use of data by others developed pursuant to the compilation of this report. GBTS does not warrant the use of segregated portions of this report. 6.0 SITE DESCRIPTION GBTS reviewed Client provided plans for the Noise Insulation Project in order to determine building materials likely to be impacted during the renovation. Upon review, GBTS designed this limited survey to include the interior drywall system and associated caulking(s). 7.0 RESULTS Asbestos was NOT identified in amounts greater than 1% in the following materials: • Grey drywall system • White/pink caulking 8.0 CONCLUSIONS AND RECOMMENDATIONS The grey drywall system in the Subject Area was identified to contain trace amounts of asbestos; however, is not considered to be ACM. According to the EPA, materials with less than 1%asbestos content are not regulated as ACM; however, the Occupational Safety and Health Administration (OSHA) considers materials with even trace amounts of asbestos as potentially hazardous to workers when exposed to airborne dust from these materials.GBTS recommends that contractors performing this work follow OSHA requirements to use dust control methods in order to minimize the amount of asbestos fibers that may become airborne. GBTS also recommends that employees involved in this work wear appropriate respiratory protection and other personal protection equipment (PPE) as needed. An exposure assessment should be performed to determine if workers are being exposed to airborne asbestos fibers above the OSHA Permissible Exposure Limit (PEL)for airborne asbestos fibers. The Florida Department of Environmental Protection (FDEP) does not require a notification of intent to renovate a structure that does not contain ACM. However,the general contractor should keep a copy of Building A, Unit 208 Mr.Steve Vecchi November 17, 2021 Page 4 this limited pre-renovation survey report on-site during the entirety of the project as proof of compliance with 40 CFR 61 (NESHAP). Suspect materials discovered after this survey should be sampled and analyzed to determine asbestos content, and appropriate response actions should be initiated. GBTS appreciates the opportunity to provide THC, Inc.with environmental consulting services. If you have any questions or require further clarifications, please do not hesitate to contact us at (813) 287-1005. Prepared by, Reviewed by, ....................... William M.Titcomb John C. LeJeune,Jr.,CIH, LAC Senior Environmental Professional Senior Project Professional Gallagher Bassett Services, Inc. Gallagher Bassett Services, Inc. AHERA Certified Asbestos Inspector Florida Licensed Asbestos Consultant#AX100 Appendix A—Laboratory Analysis Report Appendix B—Licenses and Certifications Building A, Unit 208 Mr.Steve Vecchi November 17, 2021 Appendix A APPENDIX A LABORATORYANALY515 REPORT Building A, Unit 208 EMSL Analytical, Inc. EMSL Order: 932103449 Customer ID: GBTT42 5700 Memorial Highway,Suite 122 Tampa,FL 33615 Customer PO: Tel/Fax:(813)280-8752/(813)280-8753 M http://www.EMSL.com/tampalab@emsl.com Project ID: Attention: Mike Sewell Phone: (813)287-1005 Gallagher Bassett Technical Services Fax: (813)287-8545 4350 West Cypress St, Suite 300 Received Date: 11/05/2021 10:10 AM Tampa, FL 33607 Analysis Date: 11/11/2021 Collected Date: 11/03/2021 Project: 2019-4642 Kew West By-the-Sea Condo: Bldg A Unit#208 IH/7ABIDPROCESS Test Report:Asbestos Analysis of Bulk Materials via EPA 600IR-931116 Method using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance %Fibrous %Non-Fibrous %Type 1-Joint Compound Closet-Wall-Grey Gray/White 30%Ca Carbonate <1% Chrysotile Drywall System Non-Fibrous 70%Non-fibrous(Other) 932103449-0001 Homogeneous No drywall present. 1-Tape Closet-Wall-Grey White 90°%Cellulose 10%Non-fibrous(Other) None Detected Drywall System Fibrous 932103449-0001A Homogeneous No drywall present. 2-Drywall Closet-Ceiling-Grey Brown/Gray 10%Cellulose 60%Gypsum None Detected Drywall System Non-Fibrous 30%Non-fibrous(Other) 932103449-0002 Homogeneous 2-Joint Compound Closet-Ceiling-Grey Tan/White 20%Ca Carbonate <1% Chrysotile Drywall System Non-Fibrous 80%Non-fibrous(Other) 932103449-0002A Homogeneous 2-Tape Closet-Ceiling-Grey White 60%Cellulose 40%Non-fibrous(Other) None Detected Drywall System Non-Fibrous 932103449-0002B Homogeneous 3 Front Window- White/Pink 100%Non-fibrous(Other) None Detected White/Pink Frame Non-Fibrous 932103449-0003 Caulking Homogeneous 4 Patio Door-White/ White/Pink 100%Non-fibrous(Other) None Detected Pink Frame Caulking Non-Fibrous 932103449-0004 Homogeneous Analyst(s) Christopher Richardson(3) Gerald lannuzzi,Laboratory Manager KhandakerAnam(4) or OtherApproved 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 EMSLAnalytical,Inc.Tampa,FL NVLAP Lab Code 6002150 Initial report from:11/11/2021 17:54:01 '11SB P1 r1+(,---_rBaltll8,...P1001 1 78 Printed:11/11/2021 5:54 PM Page 1 of 1 OrderTD: 932103449 q ("a 11 2'100 West Cypress Creek Road,D1.22 GALLAGHER TECHNiCAL SERVICES Fort LaUdei dale,Florida 33309 T 1' 11p 3 p% BOLK TRANSMITTAL FORM CHAIN OF CUSTODY CLIENTLTHCInc. PROJECT: Kew West Bv-the-Sea. Condo: BIddq'-Unit# CLIENT CONTACT: Joe Carroll PROJECT NUMBER:- 2019-,4642 DATE COLLECTED: 11/0312021 BILL GROUP/PHASE: IH/7ABIDPROCESS DATE SENT: DATE VERBAL NEEDED: STOP AT FIRST POSITIVE: Y 'N (circle one) DATE WRITTEN NEEDED: SAMPLE PREFIX SAMPLE NUMBER COLOR SAMPLE DESCRIPTION SAMPLE LOCATION 2. 7 3.- 4.- 5. 6. 7. 8, 9. 10. 11. 12. 13. 14. 1 . 16. 17. 18. 19. 20. CHAIN OF CUSTODY: DATEITIME PRINT NAM'tfi�6 A RE PURPOSE 2 T A C ef) A C T A C= Collection T=Transportation A=Anal ( , � Paqe 1 Of 1 Mr.Steve Vecchi November 17, 2021 Appendix B APPENDIX B LICENSES AND CERTIFICATIONS Building A, Unit 208 `. O N u W .. 0 u � M 0 O LN + 4 Q O O \ LLn Imn v Ol fV`1V m 0) � 6 vt o LL w LL � C) A 54% 40- V � C coi Zt O O •may a� Q� a � � y U d N K NO L11 LLJ LL O O ~ Qn O h 0 LL 4- Cl It N V > A > Ad 70 Z O (10 Q a) J 0 N D w �^ �7 W CC w w N II s ' N /�,/r // 0 0 N / G l W N N // J ni a / / N i 4J All U •�= / Gj / / l % f� s W J +1 77 0 s +� J W LL �i/� > P41 aU LL i �r G 1LL i// Z J, 0 en LLI O s 4-J CQ a ~° /, r r ii� lr o e N L W `Jr ril/ / ij it r r�r/ 0 i / D/%% ` r��ia, a /ioi / //iir _ U �. _ f O � �� /r�r M r / /ram r DOS o N /� LL 0 LLI a W Q y 0 w V Q Q) a o W H wwrlww 'dIBR%hGk4,;p I kV ❑ �i1V4 off o-dti N _ I I waw xr. LL (, . 70 Z O w _ E Q a) J v 0 p VI C7 z V W = V) a� m p LUZ Q ;„ +0 r + Z wrf % ✓1llfl a� 0 �// r ` N U CV),r //� / '/ ,da r , �� 1�; J /�/�r /,QQ V � CuLLI LL prij d W S4-1 t / //r °i° /' / i/ / G O s irr, G r 1 l 1 / //%�l�r/ �, I/I/` }� 4-J LLI LL 10 N i LL J 07 /Z fB U 0 LU W i , J�� 1 ll/ i / rr Oo,r l Q r r c i L Q W F— �r l//�' / cu LL W � 0 Z o IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII > W c~ �_ C9 W •� c Q V) Q w 0 a = N 's o LLI H ❑ draw 'dIBR%hyµ,� V �i1V4 off o-dti N .ti cts Q. Q IC) N C\l ca LD C5 r, 0 LO N UJ ca cl Q :z—z Cl) 0 CO) C/) CO -te Ctl cts Q 40- Lm CO X- 421 co F—z %Waft Ct, Sp E (D C:L 0 0 ZZ CL -p-g r 0 (0) LL No IQ) C:z * Cd 0 P* *.;A z d CL Co ROL Wft o rA O LM 0 Q> co co ty) C1 c)4 co Nm to :3 co o P10S OF co National Voluntary , LrJ Laboratory Accreditation Program G �ArESr� SCOPE OF ACCREDITATION TO ISO/IEC 17025:2017 EMSL Analytical, Inc. - Tampa, FL 5700 Memorial Highway Suite 122 Tampa, FL 33615 Wyatt Brown Phone: 813-610-7180 Email: wbrown@emsi.com http://www.emsl.com ASBESTOS FIBER ANALYSIS NVLAP LAB CODE 600215-0 Bulk Asbestos Analysis Code Description 18/A01 EPA--40 CFR Appendix E to Subpart E of Part 763,Interim Method of the Determination of Asbestos in Bulk Insulation Samples 18/A03 EPA 600/R-93/116: Method for the Determination of Asbestos in Bulk Building Materials For the National Vo/unta L borat Accreditation Program Effective 2021-10-01 through 2022-09-30 Page 1 of 1 + tl fi Ravi A ak i Dboae March 12, 2019 EE&G Project#2016-4323 Mr. Steve Vecchi THC, Inc. 1755 North Brown Road Lawrenceville, GA 30043 Subject: Asbestos Pre-Renovation Survey Unit A401 Noise Insulation Project Key West by the Sea 2601 North Roosevelt Boulevard Key West, FL 33040 Dear Mr. Vecchi: EE&G Environmental Services, LLC (EE&G) was retained by THC, Inc. (Client) to conduct an asbestos survey of Unit A401 (Subject Area) of the Key West by the Sea condominium building located at 2601 North Roosevelt Boulevard in Key West, Florida. The survey was performed on April 13, 2018 and November 7, 2018 by Hiram Aguiar of EE&G (certified under the Asbestos Hazard Emergency Response Act, (AHERA). The purpose of this asbestos survey was to identify the presence, extent, and condition of asbestos-containing materials (ACM) that may be impacted as a result of planned renovations for compliance with the Environmental Protection Agency (EPA) National Emissions Standards for Hazardous Air Pollutants (NESHAP), Monroe County and applicable State and Federal Guidelines. METHODS The specified interior and exterior building materials were inspected for suspect ACM, unless otherwise noted. Each observed suspect material was described and sampled. Samples were collected according to procedures established by EPA in 40 CFR 763. Samples were sent to American Asbestos Laboratories in Tampa, Florida for analysis. Upon arrival at the laboratory, the samples were logged-in and stored for analysis. Analyses were performed using the polarized light microscopy (PLM) method of asbestos detection using guidelines and procedures established in the Method for the Determination of Asbestos in Bulk Building Materials (EPA-600/R-93-116 July, 1993). Results were provided as percent (%) asbestos by volume. Samples found to contain greater than 1% asbestos were considered positive and listed as ACM. Sample found by this method to have less than 1% were further analyzed by EPA method 400 Point Count Procedure. The point counting allowed for a more accurate determination and results were provided as % asbestos by volume. LIMITATIONS OF SURVEY This asbestos inspection report has been prepared by EE&G in a manner consistent with industry standards exercised by members of the profession practicing under similar conditions. No other warranty, expressed or implied is made. The intent of this survey report is to assist the owner or client in locating ACM. Under no circumstances is this survey to be utilized as a proposal or a project specification document without the expressed written consent of EE&G. The survey was conducted to identify suspect ACM in accessible interior and exterior areas of the subject area. If other areas at this location are to be impacted during planned or future 1u;trru V1 1 h0UII"IEl 011ando T ,nipe), Mr. Steve Vecchi THC, Inc. March 12, 2019 Page 2 renovations, a separate asbestos survey of these areas will be required. Some ACM may not have been discovered due to inaccessibility or missing/incomplete plans. Suspect materials discovered subsequent to the issue of this survey report should be sampled and analyzed to determine asbestos content and to initiate appropriate responses. Analyses were carried out by PLM. While the most commonly accepted analytical method for detecting asbestos in bulk materials, PLM is known to have limited resolution and may not detect extremely small asbestos fibers. Certain materials, notably vinyl floor tiles, may contain extremely fine asbestos fibers that are beyond the resolution of PLM. EE&G's interpretations and recommendations are based upon the results of sample collection and analyses in compliance with environmental regulations, quality control and assurance standards, and the scope of work as indicated in EE&G's proposal. The results, conclusions, and recommendations contained in this report pertain to conditions observed at the time of the survey. Other conditions elsewhere in the subject building(s) may differ from those in the inspected/surveyed locations and, such conditions are unknown, may change over time, and have not been considered. This report was prepared solely for the use of EE&G's client, and is not intended for use by third party beneficiaries. The client shall indemnify and hold EE&G harmless against liability for loss arising out of or relating to reliance by a third party on work performed thereunder, or the contents of this report. EE&G will not be held responsible for the interpretation or use by others of data developed pursuant to the compilation of this report, or for use of segregated portions of this report. SURVEY AREA DESCRIPTION AND OBSERVATIONS Unit A401 Noise Insulation Project EE&G reviewed Client provided plans for the Noise Insulation Project in order to determine building materials likely to be impacted during the renovation. Upon review, EE&G designed this survey to include stucco. RESULTS Asbestos-containing materials (ACM) Asbestos was not identified in amounts greater than 1% in the sampled materials. Materials containing less than 1% asbestos The presence of less than 1% asbestos was identified in the samples collected in the exterior stucco that will be impacted by the planned renovations. Nonasbestos-containing materials Asbestos was not detected in the following materials: White drywall system. White exterior caulking (windows & doors). UNIT A401 Mr. Steve Vecchi THC, Inc. March 12, 2019 Page 3 • Gray interior window glazing. The original laboratory report is attached. CONCLUSIONS The stucco was found to contain less than 1 percent chrysotile asbestos. According to EPA, these materials are not regulated as ACM, but OSHA considers materials with even trace amounts of asbestos a potential hazard to workers exposed to the airborne dust from these materials. EE&G recommends that contractors performing this work follow OSHA requirements to use dust control methods to assure that minor amounts of asbestos fibers do not become airborne, that employees involved in this work wear appropriate personal and respiratory protection, and exposure assessments be performed to determine if workers are being exposed to airborne asbestos fibers above the OSHA Permissible Exposure Limit (PEL) of a 0.1 fiber/cc 8-hour TWA PEL and a 1fiber/cc 30-minute excursion limit. Notification to the Florida Department of Environmental Protection (FDEP) of intent to renovate is not necessary, however, the general contractor should have a copy of this survey at the site during the entire project as proof of compliance with 40 CFR 61 (NESHAP). EE&G appreciates the opportunity to provide you and your organization with environmental consulting services. If you have any questions or require further clarifications, please do not hesitate to contact us at (305) 374-8300. Sincerely, Reviewed by Hiram Aguilar Certified AHERA Building Inspector Timothy Lentz, P.G. Senior Project Professional, EE&G EE&G Asbestos Consultant#AX84 Attachments UNIT A401 Mr. Steve Vecchi THC, Inc. March 12, 2019 Attachments PLM LABORATORY RESULTS UNIT A401 AAL Wednesday, Jun 6 2018, 10:43 AM American Asbestos Laboratories ,_!; rt A ':t"aN t" 9 99.;i"in apa •, t ,y. } .gin ^S NNW �sr_.a�i'c',&I�.,N�:b,4kv., . e1.k�,�.a,� ftiwves��tt REPORT SENT THC,INC PREPARED AAL TO: 1755 N. BROWN ROAD BY. Asbestos Department LAURENCEVILLE,GA 30043 5005 WEST LAUREL STREET STEVE VECCHI SUITE 110 TAMPA,FL 33607 Phone: 770-623-0520 Fax: NVLAP Lab Code 101775 Email: (813)287-1005 Thank you for your business. Analysis: Polarized Light Microscopy(PLM) with dispersion staining techniques according to the United States (US) Environmental Protection Agency (EPA) 'Method for the Determination of Asbestos in Bulk Building Materials', EPA/600/R-93-116, July 1993. Sample Type: BULK Date in: Wednesday,April 25, 2018 #of Samples: 7 Date out: Wednesday, Jun 6 2018 Transported. FEDEX GROUND Work Order# T1805060 Sampled by. HIRAM AGUTAR AAL Project# 2016-4323 Received by. KIA Project: KEY WEST BY THE SEA -BLDG A UNIT 401 Authorized Analyst Laboratory Manager KHANDAKER ANAM KHANDAKER ANAM Due to the small size of asbestos fibers associated with vinyl floor tiles, TEM analysis is recommended for all floor tiles containing 0 or no detectable asbestos by visual estimation. This report may not be reproduced except in full,without the written approval of AAL. AAL will not be held responsible for the use of its reports issued in part to third parties or authorized agents of the client. This report shall not be used by the client to claim product endorsement by NVLAP nor any agency of the United States Government. All NVLAP reports displaying NVLAP logo must have at least one signature to be valid. The following analytical results presented in this report pertain only to the samples analyzed. American Asbestos Laboratories assumes no responsibility for whether the samples accurately represent the material in question j N 0 pa 0 0 4� u u u u u u rn C� C� rn CL 00 If) If) If) 00 00 00 00 00 O co W cL V) H H (Ta (1) 0 cn rA C/) U) V) Ln 4- EN O 4 uj V) 0 V) 44 < z OZ IL x ouj z 0 Z �s 0 Z 0 0 0 0 1 0 0 0 LU a X C) U) uj co F- LL, LU ui m w cn O Lzu z 0(j) 1�R (D >- < Ix -j 0 0 < o R o R d R z > U U < a U < F- U) 0 0 940 Q F. u u u U u u cn cn 0 cn 0 V) < V) 0 0 V) 0 0 In 0 0 u u a04 U 0 0 Q 0 0 A 0 0 z z w z z z z 00 tc Ct p o ¢ co U ¢ m < 0 — 0 C)(N C14 0 CY 0) ar 0 Au is :E .2 0it F- if U) LLJ 0) c L) 0 0 L) if -- Cl. LL) k4 co 01) CL II =3 0 40; uj mw co 2 5 0 11 75 = L- LLI 11 0 r- LLJ 0 2:: c0 m > :2 rL 00 m if 0 O if w cr z < if E ca m ir U- 0) ca 0 1 CO :2 �,o LU U- -if 3�1 11 b 0 CD CL if; m E if 0 C < (C:,:) w c 0 (a If (C'u, 0 m 'Ra (L if OCD 2E <0.211 1(D Z ti n g m LL if O un IL LL II < Je U) Lo mu CL L: M (-) CO LU T i6 E 0 :3 4) zal E >0 E u) = u UW m < ;;z 1, 40). (a 11 11 > CO LU 0) CO 0 II CL F- U) < a o < CL 7E ,G E 4-P u) E M 0 co r co I- II a, EII- C., u < Z> co 8 0) < 0 CL U) ED.0) 0Gyi z uj ui co C Im CD ce) EE&G Environmental Services, LLC E E b- G 5751 Miami Lakes Drive Lakes, Florida 33014 BULK TRANSMITTAL FORM Bldg. A Unit 401 CHAIN OF CUSTODY Key West by The Sea CLIENT: THC, Inc. PROJECT: 2601 N. Roosevelt Blvd., Key West, FL CLIENT CONTACT: Steve Vecch! PROJECT NUMBER:. 2016-4323 DATE COLLECTED: 4-12-18 PHASE/TASK: Survey DATE SENT:— DATE VERBAL NEEDED: 24 Hours STOP AT FIRST POSITIVE: Y K110circle one) DATE WRITTEN NEEDED: SAMPLE PREFIX SAMPLE NUMBER COLOR SAMPLE DESCRIPTION SAMPLE LOCATION 1. a2&1 (/- White Drywall System LVR corner ceiling 2.. 6 J' LVR corner wall 3. d Hall closet 4. 14,117 Exterior caulking Sliding glass door 6. � 5. J/ Walkway bedroom window 6.. Gray Interior window glaze Courtyard bedroom window 7. Walkway bedroom window 8. 9. 10. 11. 12. 13. 14. is. - 16. 17. 18. 19. 20. CHAIN OF CUSTODY: DATE/TIME PRINT NAME/SIGNATURE PURPOSE 4-12-18 Hiram Aguiar C T 'A (PT A C=Collection T=Transportation APR 2, 5 2(118 AAL Tuesday, Dec 112018, 4:03 PM American Asbestos Laboratories REPORT SENT THC,INC PREPARED AAL TO: 1755 N. BROWN ROAD BY. Asbestos Department LAURENCEVILLE,GA 30043 5005 WEST LAUREL STREET STEVE VECCHI SUITE 110 TAMPA, FL 33607 Phone: 770-623-0520 Fax: NVLAP Lab Code 101775 Einail. (813)287-1005 Thank you for your business. Analysis: Polarized Light Microscopy (PLM) with dispersion staining techniques according to the United States (US) Environmental Protection Agency (EPA) 'Method for the Determination of Asbestos in Bulk Building Materials', EPA/600/R-93-116, July 1993. i Sample Type: BULK Date in: Tuesday,November 13,2018 # of Samples: 2 Date out: Tuesday, Dec 112018 Transported: FEDEX Work Order# T1812044 Sampled by. HIRAM AGUTAR AAL Project# 2016-4323 Received by: KIA Project: KEY WEST BY THE SEA BLDG A, UNIT 401 Authorized Analyst Laboratory Manager KHANDAKER ANAM KHANDAKER ANAM Due to the small size of asbestos fibers associated with vinyl floor tiles, TEM analysis is recommended for all floor tiles containing 0% or no detectable asbestos by visual estimation. This report may not be reproduced except in full,without the written approval of AAL. AAL will not be held responsible for the use of its reports issued in part to third parties or authorized agents of the client. This report shall not be used by the client to claim product endorsement by NVLAP nor any agency of the United States Government. All NVLAP reports displaying NVLAP logo must have at least one signature to be valid. I The following analytical results presented in this report pertain only to the samples analyzed. American Asbestos Laboratories assumes no responsibility for whether the samples accurately represent the material in question N N U U U F Cri ? rn rn n rn O o II ti+ Z Ii W O U O (r° 5 tp W ,I '' C L �" � � U) _ W � O U co W 4i U o p Gt c g 1 CL o Wcr 5 0 U f0 cc F-- co > W Z Z V d 2 co II II U J >,a cB Q R n co LL 0 U E i tJ Q > ,0 G U d cY W 4 Q am 0 o @ > W a U m II N a uV II U) z a z d u E A G1 U a0 UCOJ I- O tY II 3 � m W d N I U- o a I � Em00 °i N II U N 2o m rn a n g E Q II U Z m < CL O � <( CoLLL II U O U, J = N a 4) ;; mACL II Q (� H F- Mv CO w a MO ° .V II Cr O O a.� E O C. II q U U an m w a as Q d O d z o < ( C) W o C II II II C 11 co II U ccR� N N QQ ¢ U IL ai !' oo W N Z 0 W b Z 0 ac m w O d o <C co4 ¢ F• U 4 � AZ o 0 E E '+ G EE&G Environmental Services, LLC 5751 Miami Lakes Drive Miami Lakes, Florida 33014 BULK TRANSMITTAL FORM CHAIN OF CUSTODY CLIENT: THC. Inc. PROJECT: Key West by the Sea-Bldg.A CLIENT CONTACT: Steve Vecchi PROJECT NUMBER: 2016-4323 DATE COLLECTED: 11- 7 -IS-- BILL GROUP/PHASE: Survey DATE SENT: 11-12-18 DATE VERBAL NEEDED: 24 Hours STOP AT FIRST POSITIVE: Y �{circle one) DATE WRITTEN NEEDED:- 48 Hours SAMPLE PREFIX SAMPLE NUMBER COLOR SAMPLE DESCRIPTION SAMPLE LOCATION 1. White/Gray Exterior Wall Stucco Unit 4/ / Sliding Glass 2. White/Gray Exterior Wall Stucco Unit -'1471 A/C Unit 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. CHAIN OF CUSTODY: DATE/TIME PRINT NAME/SIGNATURE PURPOSE 7 Hiram A-guiar C T A c C�T A C T A C=Collection T=Transportation A=Analysis Mr. Steve Vecchi THC, Inc. March 12, 2019 Attachments INSPECTION PHOTOGRAPHS UNIT A401 Mr. Steve Vecchi THC, Inc. March 12, 2019 Attachments Photo 1: No asbestos detected in typical interior drywall system sampled during this inspection scheduled for renovations. Photo 2: No asbestos detected in typical interior drywall system sampled during this inspection scheduled for renovations. UNIT A401 Mr. Steve Vecchi THC, Inc. March 12, 2019 Attachments I , I' I I y,, y Id l� rq Photo 3: No asbestos detected in typical exterior sliding glass door caulking sampled during this inspection scheduled for renovations. 9'N' � uuuuuuuuuu o lii i�l'di'.I'I it 4� °I�Irlli@I��III r ��'" o I r�I r i uY uiii uuuu utl "'IiiiiVuuilllllil�� 'i ' i II iI l Photo 4: No asbestos detected in typical exterior window caulking sampled during this inspection scheduled for renovations. UNIT A401 Mr. Steve Vecchi THC, Inc. March 12, 2019 Attachments /r Ii Photo 5: No asbestos detected in typical interior window glazing sampled during this inspection scheduled for renovations. Photo 6: No asbestos detected in typical interior window glazing sampled during this inspection scheduled for renovations. UNIT A401 Mr. Steve Vecchi THC, Inc. March 12, 2019 Attachments CERTIFICATES UNIT A401 ar® r�yw ' N�m„�i✓. 4 it ,� � •fl"%' �+`a, mrd ,wwur�'1 �� 1 i LO rl 1. vIM m _ W >, .. c on � � U Lb v00 56IL ar d NOD �I U P .,° 00 :. M tum w 1 $:14 M W u " 0 ,� m Wn, � c o o o cad M o J cn p 61 �tw �00 a) un w. fr X N Wy� z O . u7 w V q O / m Z arm o O ;• i a OOCL uj v I LL �y O W1 0 p o72 � > N f 4 0 N 9 m < U %rr a �s. x e f � 'lM�n/"""�,�U /° r, ✓v r' yi �2, r r �" i ,� r�,r�,i'c f �, r �' ✓ n`� a �"n mn ��"l'r r" m,� � d��n �„ �{r N t � ty a^ ,� �✓ m I r� E LO O CD o a- � o C*ll o ° O U Q U �C•yr. V O cV o U C/) 0 (fl �■ U cc q) cOu dt "t3 0 ") C L • 0 C O v y uj -Cc'' aaZ' c ° = � cu Oo � 'QU) . ro co o ,�' 'a a� o Co :2 U .w Q O C a0 =' IDu_ c 0 8 co co 0 CD h 0 t0.1 VJ O co 0 "o Vj C _ N rz O Cn _ .� rQ,ca Q Ri a c p .0 0 w vC13 'C'3 � o co N ox"T OF co, National Voluntary � f Q Laboratory Accreditation Program ftwms Of SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 American Asbestos Laboratories, Inc. 5005 W. Laurel St., Suite 110 Tampa, FL 33607 Mr. Khandaker I. Anam Phone: 813-287-1005 Fax: 813-285-8545 Email: akhandaker@eeandg.com http://www.eeadng.com ASBESTOS FIBER ANALYSIS NVLAP LAB CODE 101775-0 Bulk Asbestos Analysis Code Description 18/A01 EPA--40 CFR Appendix E to Subpart E of Part 763,Interim Method of the Determination of Asbestos in Bulk insulation Samples 18/A03 EPA 600/R-93/116:Method for the Determination of Asbestos in Bulk Building Materials For the National Volunta&jLbo-rat6 Accreditation Program NJ Effective 2018-04-01 through 2019-03-31 Page 1 of 1 70 Z O � Q E J o w N W w GC w W Ln = J Q Z , r ';l 1 O Z Z i '/1 � 1 �/� l/1� //0 ' � Q /' r r 1 fr .�J l/ r (V Q Gi //�i - 1 r � U r 1 ii�//r r r (n / / % w ; // / CD N p Z / / / / % r i I r J r%l / — /r i/// ✓/ f *rt /rrr / / U �, N W °� r,/f �/ / Gj /� %� o/„ s LZ rir �"��o/%fir/; 14 131 r 1 ! �1"7 �� i I 1 r I '! '��'9✓%%� �f � l it s JIJf/r r 1 / j//%/ %i I �1 I ' �li�r��I I r� rl �%G� 'r �i .1j 1� (U Q114, � / rrir roi % ,/ J / / 4i / rr // , ,/ ' l r r / J / A"r/ 1 _ f%o r� d/ / f� i�/ r r�' �C r // V W ' L �, a� O � � r/i %O///�i r 7 / r %/ /�% G' I I � _� U �/� O 0 i LL i 1 / / .irk O m Q) Q w W Q v > w a o 2 _ Q Y a W H p�'RiCW 'dIBR%hGk4,;p o-dti N I I + tl fi Ravi A ak i Dboae March 13, 2019 EE&G Project#2016-4323 Mr. Steve Vecchi THC, Inc. 1755 North Brown Road Lawrenceville, GA 30043 Subject: Asbestos Pre-Renovation Survey Unit A603 Noise Insulation Project Key West by the Sea 2601 North Roosevelt Boulevard Key West, FL 33040 Dear Mr. Vecchi: EE&G Environmental Services, LLC (EE&G) was retained by THC, Inc. (Client) to conduct an asbestos survey of Unit A603 (Subject Area) of the Key West by the Sea condominium building located at 2601 North Roosevelt Boulevard in Key West, Florida. The survey was performed on April 13, 2018 and November 8, 2018 by Hiram Aguiar of EE&G (certified under the Asbestos Hazard Emergency Response Act, (AHERA). The purpose of this asbestos survey was to identify the presence, extent, and condition of asbestos-containing materials (ACM) that may be impacted as a result of planned renovations for compliance with the Environmental Protection Agency (EPA) National Emissions Standards for Hazardous Air Pollutants (NESHAP), Monroe County and applicable State and Federal Guidelines. METHODS The specified interior and exterior building materials were inspected for suspect ACM, unless otherwise noted. Each observed suspect material was described and sampled. Samples were collected according to procedures established by EPA in 40 CFR 763. Samples were sent to American Asbestos Laboratories in Tampa, Florida for analysis. Upon arrival at the laboratory, the samples were logged-in and stored for analysis. Analyses were performed using the polarized light microscopy (PLM) method of asbestos detection using guidelines and procedures established in the Method for the Determination of Asbestos in Bulk Building Materials (EPA-600/R-93-116 July, 1993). Results were provided as percent (%) asbestos by volume. Samples found to contain greater than 1% asbestos were considered positive and listed as ACM. Sample found by this method to have less than 1% were further analyzed by EPA method 400 Point Count Procedure. The point counting allowed for a more accurate determination and results were provided as % asbestos by volume. LIMITATIONS OF SURVEY This asbestos inspection report has been prepared by EE&G in a manner consistent with industry standards exercised by members of the profession practicing under similar conditions. No other warranty, expressed or implied is made. The intent of this survey report is to assist the owner or client in locating ACM. Under no circumstances is this survey to be utilized as a proposal or a project specification document without the expressed written consent of EE&G. The survey was conducted to identify suspect ACM in accessible interior and exterior areas of the subject area. If other areas at this location are to be impacted during planned or future 1u;trru V1 1 h0UII"IEl 011ando T ,nipe), Mr. Steve Vecchi THC, Inc. March 13, 2019 Page 2 renovations, a separate asbestos survey of these areas will be required. Some ACM may not have been discovered due to inaccessibility or missing/incomplete plans. Suspect materials discovered subsequent to the issue of this survey report should be sampled and analyzed to determine asbestos content and to initiate appropriate responses. Analyses were carried out by PLM. While the most commonly accepted analytical method for detecting asbestos in bulk materials, PLM is known to have limited resolution and may not detect extremely small asbestos fibers. Certain materials, notably vinyl floor tiles, may contain extremely fine asbestos fibers that are beyond the resolution of PLM. EE&G's interpretations and recommendations are based upon the results of sample collection and analyses in compliance with environmental regulations, quality control and assurance standards, and the scope of work as indicated in EE&G's proposal. The results, conclusions, and recommendations contained in this report pertain to conditions observed at the time of the survey. Other conditions elsewhere in the subject building(s) may differ from those in the inspected/surveyed locations and, such conditions are unknown, may change over time, and have not been considered. This report was prepared solely for the use of EE&G's client, and is not intended for use by third party beneficiaries. The client shall indemnify and hold EE&G harmless against liability for loss arising out of or relating to reliance by a third party on work performed thereunder, or the contents of this report. EE&G will not be held responsible for the interpretation or use by others of data developed pursuant to the compilation of this report, or for use of segregated portions of this report. SURVEY AREA DESCRIPTION AND OBSERVATIONS Unit A603 Noise Insulation Project EE&G reviewed Client provided plans for the Noise Insulation Project in order to determine building materials likely to be impacted during the renovation. Upon review, EE&G designed this survey to include stucco. RESULTS Asbestos-containing materials (ACM) Asbestos was not identified in amounts greater than 1% in the sampled materials. Materials containing less than 1% asbestos The presence of less than 1% asbestos was identified in the samples collected in the exterior stucco that will be impacted by the planned renovations. Nonasbestos-containing materials Asbestos was not detected in the following materials: White drywall system. White exterior caulking (windows & doors). UNIT A603 Mr. Steve Vecchi THC, Inc. March 13, 2019 Page 3 • Gray interior window glazing. The original laboratory report is attached. CONCLUSIONS The stucco was found to contain less than 1 percent chrysotile asbestos. According to EPA, these materials are not regulated as ACM, but OSHA considers materials with even trace amounts of asbestos a potential hazard to workers exposed to the airborne dust from these materials. EE&G recommends that contractors performing this work follow OSHA requirements to use dust control methods to assure that minor amounts of asbestos fibers do not become airborne, that employees involved in this work wear appropriate personal and respiratory protection, and exposure assessments be performed to determine if workers are being exposed to airborne asbestos fibers above the OSHA Permissible Exposure Limit (PEL) of a 0.1 fiber/cc 8-hour TWA PEL and a 1fiber/cc 30-minute excursion limit. Notification to the Florida Department of Environmental Protection (FDEP) of intent to renovate is not necessary, however, the general contractor should have a copy of this survey at the site during the entire project as proof of compliance with 40 CFR 61 (NESHAP). EE&G appreciates the opportunity to provide you and your organization with environmental consulting services. If you have any questions or require further clarifications, please do not hesitate to contact us at (305) 374-8300. Sincerely, Reviewed by Hiram Aguilar Certified AHERA Building Inspector Timothy Lentz, P.G. Senior Project Professional, EE&G EE&G Asbestos Consultant#AX84 Attachments UNIT A603 Mr. Steve Vecchi THC, Inc. March 13, 2019 Attachments PLM LABORATORY RESULTS UNIT A603 AAL Thursday, Jun 7 2018, 12:37 PM American Asbestos Laboratories REPORT SENT THC,INC PREPARED AAL TO: 1755 N. BROWN ROAD BY. Asbestos Department LAURENCEVILLE, GA 30043 5005 WEST LAUREL STREET STEVE VECCHI SUITE 110 TAMPA, FL 33607 Phone: 770-623-0520 Fax: NVLAP Lab Code 101775 Email. (813)287-1005 Thank you for your business. Analysis: Polarized Light Microscopy(PLM) with dispersion staining techniques according to the United States (US) Environmental Protection Agency (EPA) 'Method for the Determination of Asbestos in Bulk Building Materials, EPA/600/R-93-116, July 1993. Sample Type: BULK Date in: Wednesday,April 25,2018 #of Samples: 7 Date out: Thursday,Jun 7 2018 Transported. FEDEX GROUND Work Order# T1806013 Sampled by. HIRAM AGUTAR AAL Project# 2016-4323 Received by: KIA Project: KEY WEST BY THE SEA -BLDG A UNIT 603 Authorized Analyst Laboratory Manager KHANDAKER ANAM KHANDAKER ANAM Due to the small size of asbestos fibers associated with vinyl floor tiles, TEM analysis is recommended for all floor tiles containing 0 or no detectable asbestos by visual estimation. This report may not be reproduced except in full,without the written approval of AAL. AAL will not be held responsible for the use of its reports issued in part to third parties or authorized agents of the client. This report shall not be used by the client to claim product endorsement by NVLAP nor any agency of the United States Government All NVLAP reports displaying NVLAP logo must have at least one signature to be valid. The following analytical results presented in this report pertain only to the samples analyzed. American Asbestos Laboratories assumes no responsibility for whether the samples accurately represent the material in question N C11 N N0 O O 0 0 u u u u u u to W) 00 00 00 00 00 00 0 0 0 O C> Co u u u u cu V) C/I W rA CA V) V) <V) I <QJ 0 0 z z z Cl) (D cz . M IN cra co (1) 15 IL a) z c 0 ED z LU ui z a m m 9 LU 0 F- 0 co 0 U) 0 — z R 9 0 ry z 0 uj 0. L) p z z z -i —C) 2: 0 0 0 U < u n co u u u u wu wu V4 w w 0 00 u n 0�- fo u- 4 0 IM w ¢ VWI IM 06 vm, M. m < < < < < 94 P4 z 0 z 0 M z z 0 0 0 0 u >. 000 U, 0 U!i 8 d c N 4.. W0 O 00 O � V o �, n Y >- ct U O �° :c uQ„ J °a uj U3: U) too V) q Q v a o , i cn co U N J > YW.i V O CJ = g c w ¢ , � >Q if if V O U j `I co col Co a75 .J l4 II 5 II U E ca � � U � Lo > x ° II U II O U (D Q L a 0) m w a O v If o »' m V z II y m R d U m U N 3a 2 v U m Q p w aiif LL 7v.� J II 0 1-- co CL = Q m w O to " 0 va t7 T � m N O O m a II y E d II A U z O z rnv � �if a U U Q 0 m LL II O Y -d U m ., g N m II m m a u If C) c m J it N M Co w u O a> 0 c L ai 1— E m E o a. 0 H¢ U as m I 0 y a ui vWi d Y Q v a 11 6W Q U :1 a m c N U a) C C E U a11 co II R w Cz0w <'( � lz o Q4 ¢ U a cn a TWO Y LU Cl) 4a 0 / EE&G Environmental Services, LLC E E&- G 5751 Miami Lakes Drive Miami Lakes, Florida 33014 BULK TRANSMITTAL FORM Bldg. A Unit 603 CHAIN OF CUSTODY Key West by The Sea CLIENT: THC, Inc. PROJECT: 2601 N. Roosevelt Blvd., Key West, FL CLIENT CONTACT: Steve Vecchi PROJECT NUMBER:- 2016-4323 DATE COLLECTED: 4-13-18 PHASE/TASK: Survey DATE SENT: DATE VERBAL NEEDED: 24 Hours STOP AT FIRST POSITIVE: Y 6) (circle one) DATE WRITTEN NEEDED: SAMPLE PREFIX SAMPLE NUMBER COLOR SAMPLE DESCRIPTION SAMPLE LOCATION 1. White Drywall system LVR corner ceiling 2. LVR corner wall 3. Hall closet 4. Exterior caulking Sliding patio door 5. \Y IV Kitchen window 6. Gray Inteiror window glazing Courtyard bedroom window 7. V1 ✓ Kitchen window 8. 9. 10. 11. 12. 13. 14. Is. 16. 17. 18. 19. 20. CHAIN OF CUSTODY: DATE/TIME PRINT NAME/SIGNATURE PURPOSE 4-13-18 Hiram Aquiar A CPA C T A C=Collection T=Transportation A=Analysis t, AAL Wednesday, Dec 5 2018, 10:38 AM American Asbestos Laboratories REPORT SENT THC,INC PREPARED AAL TO: 1755 N. BROWN ROAD BY. Asbestos Department LAURENCEVILLE, GA 30043 5005 WEST LAUREL STREET STEVE VECCHI SUITE 110 TAMPA, FL 33607 Phone: 770-623-0520 Fax: NVLAP Lab Code 101775 Entail: (813)287-1005 Thank you for your business. Analysis: Polarized Light Microscopy(PLM) with dispersion staining techniques according to the United States (US) Environmental Protection Agency(EPA) 'Method for the Determination of Asbestos in Bulk Building Materials, EPA/600/R-93-116, July 1993. Sample Type: BULK Date in: Tuesday,November 13, 2018 #of Samples: 2 Date out: Wednesday, Dec 5 2018 Transported. FEDEX GROUND Work Order# T1811076 Sampled by. HIRAM AGUTAR AAL Project# 2016-4323 Received by: KIA Project: KEY WEST BY THE SEA BLDG A, UNIT 603 t " Authorized Analyst Laboratory Manager KHANDAKER ANAM KHANDAKER ANAM Due to the small size of asbestos fibers associated with vinyl floor tiles, TEM analysis is recommended for all floor tiles containing 0 or no detectable asbestos by visual estimation. This report may not be reproduced except in full,without the written approval of AAL. AAL will not be held responsible for the use of its reports issued in part to third parties or authorized agents of the client. This report shall not be used by the client to claim product endorsement by NVLAP nor any agency of the United States Government. All NVLAP reports displaying NVLAP logo must have at least one signature to be valid. The following analytical results presented in this report pertain only to the samples analyzed. American Asbestos Laboratories assumes no responsibility for whether the samples accurately represent the material in question L14 I u P 0 If LU 0 0 -&e 0 >- (01 C) -C �o 44 0 -j 0 co 17Z 2� _;� o W4 v Aq 6 11 — 3:>, (L 2 Oh z < U II II C4 Q) < < 0 c p LL E-5 0 L) r 2 = u E 0 () < > LU ui moo o 2 3: m 2b > 2 -- CL 'o, m if uj U) z < if E U- Q. 4) in C) f-- X0 V 93 w if M .2 LU (D U- if mE if o 0 CO M CL < if 0 z z U) m 2) aco 0 E d If A ti Z < m t5 (n CL CID CO 0 CO (D d LL z Lml N II FO CL 11 L: X if .2 f'- I c T- co U) M o CO CU uj Q C) 0 if TC 4 > CL 0 0u E E 0 if u (v u u < If If 11 > UJ CL F- m 0 U) < u 11 e < ao' o < SD CL r E o C < :3 < w CL m t <z < ui 0 C< :D (D L U) 0 Z 0 < abi .2 5; LLJ !Uj < EE&G Environmental Services, LLC E E b G 5751 Miami Lakes Drive Miami Lakes, Florida 33014 BULK TRANSMITTAL FORM CHAIN OF CUSTODY CLIENT: THC, Inc. PROJECT: Key West by the Sea-Bldg.A CLIENT CONTACT: Steve Vecchi PROJECT NUMBER: 2016-4323 DATE COLLECTED: /x- g- C— BILL GROUP/PHASE: Survey DATE SENT: 11-12-18 DATE VERBAL NEEDED: 24 Hours STOP AT FIRST POSITIVE: Y (circle one) DATE WRITTEN NEEDED: 48 Hours SAMPLE PREFIX SAMPLE NUMBER COLOR SAMPLE DESCRIPTION SAMPLE LOCATION 1. White/Gray Exterior Wall Stucco Unit �0-37 Sliding Glass 2. White/Gray Exterior Wall Stucco Unit AC A/C Unit 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. CHAIN OF CUSTODY: NOV 1 3 2M T."i"7 DATE/TIME PRINT NAME/SIGNATURE PURPOSE Hiram Aguiar D"Y. A CCT C T A C=Collection T=Transportation A=Analysis Mr. Steve Vecchi THC, Inc. March 13, 2019 Attachments INSPECTION PHOTOGRAPHS UNIT A603 Mr. Steve Vecchi THC, Inc. March 13, 2019 Attachments Photo 1: No asbestos detected in typical interior drywall system sampled during this inspection scheduled for renovations. Photo 2: No asbestos detected in typical interior drywall system sampled during this inspection scheduled for renovations. UNIT A603 Mr. Steve Vecchi THC, Inc. March 13, 2019 Attachments I , I' I I y,, y Id l� rq Photo 3: No asbestos detected in typical exterior sliding glass door caulking sampled during this inspection scheduled for renovations. 9'N' � uuuuuuuuuu o lii i�l'di'.I'I it 4� °I�Irlli@I��III r ��'" o I r�I r i uY uiii uuuu utl "'IiiiiVuuilllllil�� 'i ' i II iI l Photo 4: No asbestos detected in typical exterior window caulking sampled during this inspection scheduled for renovations. UNIT A603 Mr. Steve Vecchi THC, Inc. March 13, 2019 Attachments /r Ii Photo 5: No asbestos detected in typical interior window glazing sampled during this inspection scheduled for renovations. Photo 6: No asbestos detected in typical interior window glazing sampled during this inspection scheduled for renovations. UNIT A603 Mr. Steve Vecchi THC, Inc. March 13, 2019 Attachments CERTIFICATES UNIT A603 ar® r�yw ' N�m„�i✓. 4 it ,� � •fl"%' �+`a, mrd ,wwur�'1 �� 1 i LO rl 1. vIM m _ W >, .. c on � � U Lb v00 56IL ar d NOD �I U P .,° 00 :. M tum w 1 $:14 M W u " 0 ,� m Wn, � c o o o cad M o J cn p 61 �tw �00 a) un w. fr X N Wy� z O . u7 w V q O / m Z arm o O ;• i a OOCL uj v I LL �y O W1 0 p o72 � > N f 4 0 N 9 m < U %rr a �s. x e f � 'lM�n/"""�,�U /° r, ✓v r' yi �2, r r �" i ,� r�,r�,i'c f �, r �' ✓ n`� a �"n mn ��"l'r r" m,� � d��n �„ �{r N t � ty a^ ,� �✓ m I r� E LO O CD o a- � o C*ll o ° O U Q U �C•yr. V O cV o U C/) 0 (fl �■ U cc q) cOu dt "t3 0 ") C L • 0 C O v y uj -Cc'' aaZ' c ° = � cu Oo � 'QU) . ro co o ,�' 'a a� o Co :2 U .w Q O C a0 =' IDu_ c 0 8 co co 0 CD h 0 t0.1 VJ O co 0 "o Vj C _ N rz O Cn _ .� rQ,ca Q Ri a c p .0 0 w vC13 'C'3 � o co N ox"T OF co, National Voluntary � f Q Laboratory Accreditation Program ftwms Of SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 American Asbestos Laboratories, Inc. 5005 W. Laurel St., Suite 110 Tampa, FL 33607 Mr. Khandaker I. Anam Phone: 813-287-1005 Fax: 813-285-8545 Email: akhandaker@eeandg.com http://www.eeadng.com ASBESTOS FIBER ANALYSIS NVLAP LAB CODE 101775-0 Bulk Asbestos Analysis Code Description 18/A01 EPA--40 CFR Appendix E to Subpart E of Part 763,Interim Method of the Determination of Asbestos in Bulk insulation Samples 18/A03 EPA 600/R-93/116:Method for the Determination of Asbestos in Bulk Building Materials For the National Volunta&jLbo-rat6 Accreditation Program NJ Effective 2018-04-01 through 2019-03-31 Page 1 of 1 70 Z O � Q E J o w N W w GC w W Ln = J Q Z , r ';l 1 O Z Z i '/1 � 1 �/� l/1� //0 ' � Q /' r r 1 fr .�J l/ r (V Q Gi //�i - 1 r � U r 1 ii�//r r r (n / / % w ; // / CD N p Z / / / / % r i I r J r%l / — /r i/// ✓/ f *rt /rrr / / U �, N W °� r,/f �/ / Gj /� %� o/„ s LZ rir �"��o/%fir/; 14 131 r 1 ! �1"7 �� i I 1 r I '! '��'9✓%%� �f � l it s JIJf/r r 1 / j//%/ %i I �1 I ' �li�r��I I r� rl �%G� 'r �i .1j 1� (U Q114, � / rrir roi % ,/ J / / 4i / rr // , ,/ ' l r r / J / A"r/ 1 _ f%o r� d/ / f� i�/ r r�' �C r // V W ' L �, a� O � � r/i %O///�i r 7 / r %/ /�% G' I I � _� U �/� O 0 i LL i 1 / / .irk O m Q) Q w W Q v > w a o 2 _ Q Y a W H p�'RiCW 'dIBR%hGk4,;p o-dti N I I GALLAGHER TECHNICAL SERVICES SSI ,..r November 17, 2021 GBTS Project No. 2019-4642 Mr. Steve Vecchi THC, Inc. 3300 Breckinridge Boulevard Duluth, Georgia 30096 Subject: Limited Pre-Renovation Asbestos Survey Letter Report Noise Insulation Project Key West by the Sea—Building A, Unit 605 2601 N. Roosevelt Boulevard Key West, Florida 33040 Dear Mr.Vecchi, Gallagher Bassett Technical Services (GBTS), a division of Gallagher Bassett Services, Inc.,was retained by THC, Inc. (Client)to conduct a limited pre-renovation asbestos survey of the Key West by the Sea-Building A, Unit 605 (Subject Area), located at 2601 N. Roosevelt Boulevard in Key West, Florida 33040 (Subject Location).The survey was performed on November 3, 2021 by Mr. Richard Grupenhoff of GBTS who is a certified asbestos inspector under the Asbestos Hazard Emergency Response Act(AHERA). 1.0 PURPOSE The purpose of this limited survey was to identify the presence, extent and condition of asbestos- containing material (ACM)that may be impacted during planned renovation activities associated with the Noise Insulation Project, in order to comply with National Emissions Standards for Hazardous Air Pollutants (NESHAP), Florida Department of Environmental Protection (FDEP) and other applicable local, state and/or federal regulations. 2.0 EXECUTIVE SUMMARY During the limited survey, GBTS collected a total of four(4) bulk samples from suspect building materials planned for renovation. Results of the laboratory analysis are as follows: Asbestos was NOT identified the sampled materials, and therefore are IS NOT considered to be ACM by the EPA. White/pink caulking 4350 W. Cypress Street, Suite 300 Tampa, Florida 33607 Office: 813-287-1005 www.gallagherbassett.com Mr.Steve Vecchi November 17, 2021 Page 2 Asbestos was identified in amounts less than 1% in the following material, and therefore IS NOT considered to be ACM by the Environmental Protection Agency (EPA); however, the Occupational Safety and Health Administration (OSHA) considers materials with even trace amounts of asbestos as potentially hazardous to workers when exposed to airborne dust from these materials. Grey drywall system See Appendix A for the laboratory analysis report. 3.0 ASBESTOS SURVEY METHOD GBTS's survey was limited to suspect building materials that may be impacted during planned renovation activities,as defined by the Client. Each observed suspect material was described,quantified and assigned a homogenous area (HA) identification number.A sufficient number of bulk samples were collected from each observed suspect material. If bulk samples of the suspect material could not be collected during the survey due to restrictions, the suspect materials was assumed to be ACM. The methods used for bulk sample collection were based upon procedures established by the Code of Federal Regulations(CFR)Title 40 Part 763 Subpart E, Asbestos-Containing Materials in Schools; as well as the ASTM International (formerly known as American Society for Testing and Materials) standard E2356 - 18, Standard Practice for Comprehensive Building Asbestos Surveys. 4.0 LABORATORY ANALYSIS METHOD Bulk samples collected were sent to EMSL Analytical, Inc. (EMSL) located in Tampa, Florida for analysis via Polarized Light Microscopy (PLM) guidelines and procedures established in the Method for the Determination of Asbestos in Bulk Building Materials (EPA-600/R-93-116 July, 1993). Laboratory analysis results were reported as percent (%) asbestos by volume. EMSL is a National Voluntary Laboratory Accreditation Program (NVLAP)accredited laboratory.Samples found to contain greater than one percent (1%) asbestos by volume were considered "positive", and listed as ACM. 5.0 LIMITATIONS This limited asbestos survey report has been prepared by GBTS in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. No other warranty, expressed or implied is made. The purpose of this report is to assist the Owner and/or Client in locating ACM that may be impacted during planned renovation activities, and to determine appropriate response actions for identified ACM (if any). Under no circumstances is this report to be utilized by a third-party for bidding purposes and/or for project specifications without the expressed written consent of GBTS. This asbestos survey was limited to locations and/or specific building materials scheduled for renovation activities, as defined by the Client. It is possible that ACM may not have been discovered during the inspection due to inaccessibility or missing/incomplete plans. If suspect material is discovered after the issuance of this report, this material should be sampled and analyzed by a laboratory to determine asbestos content. Appropriate response actions should be initiated dependent upon laboratory analysis results. Building A, Unit 605 Mr.Steve Vecchi November 17, 2021 Page 3 While the PLM analysis method is the most commonly accepted analytical method for detecting asbestos fibers in bulk materials,it is known to have limited resolution and may not detect extremely small asbestos fibers. Certain materials such as resilient vinyl floor tile (VFT) and rubberized gaskets may contain extremely fine asbestos fibers that are beyond the resolution of PLM. Conclusions and recommendations presented in this report are based upon sample collection and laboratory analysis results in compliance with environmental regulations, as well as quality control and quality assurance standards. Conclusions and recommendations presented in this report were limited to conditions observed at the time of the inspection. Other conditions elsewhere in the Subject Area may differ from those in the inspected/surveyed areas. Such conditions are unknown, may change over time and have not been considered. This report was prepared solely for the Client's use, and was not intended for use by third-party beneficiaries. The Client shall indemnify and hold GBTS harmless against any/all liabilities for loss arising out of third-party work performed based on, relating to and/or reliance by the contents of this report. GBTS will not be held responsible for the interpretation and/or use of data by others developed pursuant to the compilation of this report. GBTS does not warrant the use of segregated portions of this report. 6.0 SITE DESCRIPTION GBTS reviewed Client provided plans for the Noise Insulation Project in order to determine building materials likely to be impacted during the renovation. Upon review, GBTS designed this limited survey to include the interior drywall system and associated caulking(s). 7.0 RESULTS Asbestos was NOT identified in amounts greater than 1% in the following materials: • Grey drywall system • White/pink caulking 8.0 CONCLUSIONS AND RECOMMENDATIONS The grey drywall system located in the Subject Area was identified to contain trace amounts of asbestos; however, is not considered to be ACM. According to the EPA, materials with less than 1% asbestos content are not regulated as ACM; however, the Occupational Safety and Health Administration (OSHA) considers materials with even trace amounts of asbestos as potentially hazardous to workers when exposed to airborne dust from these materials. GBTS recommends that contractors performing this work follow OSHA requirements to use dust control methods in order to minimize the amount of asbestos fibers that may become airborne. GBTS also recommends that employees involved in this work wear appropriate respiratory protection and other personal protection equipment (PPE) as needed. An exposure assessment should be performed to determine if workers are being exposed to airborne asbestos fibers above the OSHA Permissible Exposure Limit (PEL) for airborne asbestos fibers. The Florida Department of Environmental Protection (FDEP) does not require a notification of intent to renovate a structure that does not contain ACM. However, the general contractor should keep a copy of Building A, Unit 605 Mr.Steve Vecchi November 17, 2021 Page 4 this limited pre-renovation survey report on-site during the entirety of the project as proof of compliance with 40 CFR 61 (NESHAP). Suspect materials discovered after this survey should be sampled and analyzed to determine asbestos content, and appropriate response actions should be initiated. GBTS appreciates the opportunity to provide THC, Inc.with environmental consulting services. If you have any questions or require further clarifications, please do not hesitate to contact us at (813) 287-1005. Prepared by, Reviewed by, ....................... William M.Titcomb John C. LeJeune,Jr.,CIH, LAC Senior Environmental Professional Senior Project Professional Gallagher Bassett Services, Inc. Gallagher Bassett Services, Inc. AHERA Certified Asbestos Inspector Florida Licensed Asbestos Consultant#AX100 Appendix A—Laboratory Analysis Report Appendix B—Licenses and Certifications Building A, Unit 605 Mr.Steve Vecchi November 17, 2021 Appendix A APPENDIX A LABORATORYANALY515 REPORT Building A, Unit 605 EMSL Analytical, Inc. EMSL Order: 932103406 Customer ID: GBTT42 5700 Memorial Highway,Suite 122 Tampa,FL 33615 Customer PO: Tel/Fax:(813)280-8752/(813)280-8753 M http://www.EMSL.com/tampalab@emsl.com Project ID: Attention: Mike Sewell Phone: (813)287-1005 Gallagher Bassett Technical Services Fax: (813)287-8545 4350 West Cypress St, Suite 300 Received Date: 11/05/2021 10:10 AM Tampa, FL 33607 Analysis Date: 11/09/2021 Collected Date: 11/03/2021 Project: 2019-4642 Kew West By-The-Sea Condo: Bldg A Unit 605 IH/7ABIDPROCESS Test Report:Asbestos Analysis of Bulk Materials via EPA 600IR-931116 Method using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance %Fibrous %Non-Fibrous %Type 1-Drywall LVRM-Ceiling-Grey Brown/Gray 10%Cellulose 60%Gypsum None Detected Drywall System Fibrous 30%Non-fibrous(Other) 932103406-0001 Homogeneous 1-Joint Compound LVRM-Ceiling-Grey White 20%Ca Carbonate None Detected Drywall System Non-Fibrous 80%Non-fibrous(Other) 932103406-000IA Homogeneous 2-Drywall LVRM-Wall-Grey Brown/White 10%Cellulose 65%Gypsum None Detected Drywall System Fibrous 25%Non-fibrous(Other) 932103406-0002 Homogeneous 2-Joint Compound LVRM-Wall-Grey White 20%Ca Carbonate <1% Chrysotile Drywall System Non-Fibrous 80%Non-fibrous(Other) 932103406-0002A Homogeneous 3 Front Door-White/ Brown/Pink 100%Non-fibrous(Other) None Detected Pink Frame Caulking Non-Fibrous 932103406-0003 Homogeneous 4 Patio Door-White/ White/Pink 100%Non-fibrous(Other) None Detected Pink Frame Caulking Non-Fibrous 932103406-0004 Homogeneous Analyst(s) Christopher Richardson(3) Gerald lannuzzi,Laboratory Manager KhandakerAnam(3) or OtherApproved 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 EMSLAnalytical,Inc.Tampa,FL NVLAP Lab Code 6002150 Initial report from:11/09/2021 16:28:27 '11SB P1 V(,---_rBaltll8,...P1001 1 78 Printed:11/9/2021 4:28 PM Page 1 of 1 OrderTD: 932103406 2/00 West Cypress Creek Road, D122 GALLAGHER I'ECHN� CA[ SERVlCES tort Lauderdale,Hot ids 33309 BASSE U r�> , BULK TRANSMITTAL FORM CHAIN OF CUSTODY CLIENT. THC Inc. PROJECT: Kew West By-the-Sea Condo: Bldcj UW1t# CLIENT CONTACT: Joe Carroll PROJECT NUMBER: 2019-4642 DATE COLLECTED: 11/03 /2021 BILL CROUP/PHASE: IH/7ABIDPROCESS DATE SENT: /,.,C/ 1-2- f DATE VERBAL NEEDED- r STOP AT FIRST POSITIVE: Y (circle one) DATE WRITTEN NEEDED,,.-taf SAMPLE PREFIX SAMPLE NUMBER COLOR SAMPLE ESCRIPTION SAMPLE LOCATION 1. ................................................. 2, _ 3 4-oc,r.— kil-ID 1�d (ZAAA211"t 4 5. 6, 7. 9. 11. 12. 11 14. 15., 16. 17. 18. 19. 20. CHAIN OF CUSTODY: DATE/TIME PRINT;,�AMEISI(-,NATUR�;�:7-,,,. PURPOSE T A CL:D A C T A C= Collection T=Transportation A=Analysis ec 5 Paqe 1 Of 1 Mr.Steve Vecchi November 17, 2021 Appendix B APPENDIX B LICENSES AND CERTIFICATIONS Building A, Unit 605 `. O N u W .. 0 u � M 0 O LN + 4 Q O O \ LLn Imn v Ol fV`1V m 0) � 6 vt o LL w LL � C) A 54% 40- V � C coi Zt O O •may a� Q� a � � y U d N K NO L11 LLJ LL O O ~ Qn O h 0 LL 4- Cl It N V > A > Ad 70 Z O (10 Q a) J 0 N D w �^ �7 W CC w w N II s ' N /�,/r // 0 0 N / G l W N N // J ni a / / N i 4J All U •�= / Gj / / l % f� s W J +1 77 0 s +� J W LL �i/� > P41 aU LL i �r G 1LL i// Z J, 0 en LLI O s 4-J CQ a ~° /, r r ii� lr o e N L W `Jr ril/ / ij it r r�r/ 0 i / D/%% ` r��ia, a /ioi / //iir _ U �. _ f O � �� /r�r M r / /ram r DOS o N /� LL 0 LLI a W Q y 0 w V Q Q) a o W H wwrlww 'dIBR%hGk4,;p I kV ❑ �i1V4 off o-dti N _ I I waw xr. LL (, . 70 Z O w _ E Q a) J v 0 p VI C7 z V W = V) a� m p LUZ Q ;„ +0 r + Z wrf % ✓1llfl a� 0 �// r ` N U CV),r //� / '/ ,da r , �� 1�; J /�/�r /,QQ V � CuLLI LL prij d W S4-1 t / //r °i° /' / i/ / G O s irr, G r 1 l 1 / //%�l�r/ �, I/I/` }� 4-J LLI LL 10 N i LL J 07 /Z fB U 0 LU W i , J�� 1 ll/ i / rr Oo,r l Q r r c i L Q W F— �r l//�' / cu LL W � 0 Z o IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII > W c~ �_ C9 W •� c Q V) Q w 0 a = N 's o LLI H ❑ draw 'dIBR%hyµ,� V �i1V4 off o-dti N .ti cts Q. Q IC) N C\l ca LD C5 r, 0 LO N UJ ca cl Q :z—z Cl) 0 CO) C/) CO -te Ctl cts Q 40- Lm CO X- 421 co F—z %Waft Ct, Sp E (D C:L 0 0 ZZ CL -p-g r 0 (0) LL No IQ) C:z * Cd 0 P* *.;A z d CL Co ROL Wft o rA O LM 0 Q> co co ty) C1 c)4 co Nm to :3 co o P10S OF co National Voluntary , LrJ Laboratory Accreditation Program G �ArESr� SCOPE OF ACCREDITATION TO ISO/IEC 17025:2017 EMSL Analytical, Inc. - Tampa, FL 5700 Memorial Highway Suite 122 Tampa, FL 33615 Wyatt Brown Phone: 813-610-7180 Email: wbrown@emsi.com http://www.emsl.com ASBESTOS FIBER ANALYSIS NVLAP LAB CODE 600215-0 Bulk Asbestos Analysis Code Description 18/A01 EPA--40 CFR Appendix E to Subpart E of Part 763,Interim Method of the Determination of Asbestos in Bulk Insulation Samples 18/A03 EPA 600/R-93/116: Method for the Determination of Asbestos in Bulk Building Materials For the National Vo/unta L borat Accreditation Program Effective 2021-10-01 through 2022-09-30 Page 1 of 1 Touc,'/ 141.7—ERNATIVE CoNs-muc-rToN 0 NVIRONMEN71AL, SOLUJIONS, 11VC. ACES 2247 Wrightsboro Road Augusta,GA 30904 0 A&- 'N'rA Mailing Address: PO Box 3229,Augusta,GA 30914-3229 Telephone: 706-262-2000 a Facsimile:706-262-3299 @ wwwaces-usa,corn October 24, 2017 Client: Kenmar General Contracting 923 White Street Key West, Florida 33040 ATTN: Mrs. Vicki Marino Project: Pre-Renovation Asbestos Inspection Key West by the Sea BIOS Key West, Florida Report Number: 1762-106-001 On October 17, 2017, a representative of Alternative Construction & Environmental Solutions, Inc. (ACES) and American Management Resources Corporation (AMRC) performed a limited, pre-renovation asbestos inspection of the above referenced structures for the presence of asbestos-containing materials (ACM). An individual who holds accreditation as an AHERA and Florida Inspector conducted the inspection under the direction of AMRC, a Florida licensed inspection company, License LAC#AX57. Attached is a report of findings from the inspections. If you have any questions or need additional information, please feel free to give us a call. ALVERNAT2W CONST'IZUC77ON -Er ENVIRONMENrAL SOLUT:rONS, INC. ................Mark E. Hartz Jack Snider Vice President Florida Licensed Asbestos Consultant Attachments Alternative Construction&Environmental Solutions,Inc. Report Number: 1762-106-001 Page 1 of 6 TABLE OF CONTENTS 1. Executive Summary 2. Objective 3. Site Description 4. Inspection Protocol 5. Results 6. Conclusion and Recommendations 7. Laboratory Analysis Sheets and Chains of Custody Alternative Construction&Environmental Solutions,Inc. Report Number: 1762-106-001 Page 2 of 6 1.0 EXECUTIVE SUMMARY A representative of Alternative Construction & Environmental Solutions, Inc., performed a limited asbestos inspection on properties located at Key West by the Sea, Key West, Florida on October 17, 2017. The purpose of the inspection was to determine if asbestos- containing materials would be encountered during renovation of the structure. Random samples of suspect materials were collected and analyzed for asbestos content. It is ACES' understanding that the structure is scheduled for renovation. The asbestos inspection, therefore, was performed to comply with 29 CFR 1926.1101. During renovation, the identified friable ACM or non-finable ACM that might become friable during renovation must be abated prior to disturbance. A State of Florida licensed asbestos contractor using a licensed supervisor/foreman and properly trained workers in accordance with a project design prepared by an accredited project designer must perform asbestos abatement. In addition, an air monitoring professional should perform third-party air monitoring during abatement. It is important to note that Federal and State regulations require a I 0-day notification prior to any renovation/demolition activities that may impact the condition of ACM in a building that affords public access or occupancy. These activities must be performed in accordance with current Federal and State of Florida Department of Environmental Protection guidelines. 2.0 OBJECTIVE The objective of ACES'inspection was to identify and sample suspect asbestos-containing materials within the structure. This report was prepared for the exclusive use of the client for specific application to the subject project. No warranties, either expressed or implied, are -made or intended. The material contained herein shall not, in whole or part, be disseminated or conveyed to any other party or be used or relied upon by any other party, in whole or part, without ACES' written consent. 3.0 SITE DESCRIPTION The units are occupied, condominium housing units located at Key West by the Sea, Key West, Florida. The limitations of the sampling were directed by the client to the areas that were to be disturbed during the renovation. These include but are not limited to: drywall, joint compound, window glazing and caulking and stucco. 4.0 INSPECTION PROTOCOL Random samples of suspect asbestos materials were collected by an U.S. Environmental Protection Agency (USEPA) accredited asbestos inspector. Suspect materials were grouped into specific homogeneous areas using one of the following classifications: surfacing material, thermal system insulation, or miscellaneous materials. A surfacing material is sprayed,troweled-on,or otherwise applied to surfaces(i.e., fireproofing, ceiling texture). Thermal system insulation consists of material applied to pipes, fittings,boilers, breaching, tanks, ducts, or other structural components to prevent heat loss or gain. Alternative Construction&Environmental Solutions,Inc. Report Number: 1762-106-001 Page 3 of 6 Miscellaneous materials consist of items such as flooring, ceiling tiles, roofing materials, and cement board. In the course of an inspection the inspector randomly collects samples that are assessed for friability, accessibility, condition, damage potential, and relation to the ventilation system. The inspector, using a knife, chisel, or coring tool, collected bulk samples of suspect materials. Prior to sampling, when required, the suspect material was sprayed with a surfactant to reduce fiber release. Samples collected were assigned a unique sample ID number and placed in a sealed container. Samples were sent to McCall & Spero Environmental,Inc., a NVLAP accredited laboratory(10 1895-0)and analyzed for asbestos content by Polarized Light Microscopy(PLM)coupled with dispersion staining techniques, in accordance with USEPA Method 40 CFR, Chapter 1, Part 763, Subpart F,Appendix A. The percentage of asbestos, where applicable, was determined by microscopic visual estimation. Regulatory agencies (USEPA and OSHA) have defined ACM as a material containing greater than one percent asbestos. In order to define a material as non-ACM, a minimum number of samples must be collected and analyzed dependent upon the type and quantity of the homogeneous material. Additionally, samples determined to have an asbestos content of less than 10 per cent through PLM visual estimation (including those materials with an asbestos content of less than one percent)may either be assumed ACM or verified for asbestos content by point count analysis. A point count analysis is a statistical method for quantifying the percentage of asbestos in a material by PLM. Point counting was not within the scope of work for this project. Asbestos materials are assessed as friable or non-friable. Friable materials, when dry, can be crumbled,pulverized or reduced to powder by hand pressure and have a higher potential for a fiber release than non-friable materials. Non-friable materials are materials that are firmly bound by plastic, cement, etc., and cannot be reduced to powder by hand pressure. The USEPA recommends that floor the materials with no detectable asbestos through PLM analysis be verified through Transmission Electron Microscopy(TEM) analysis. Analysis utilizing TEM techniques was not performed at this time. 5.0 RIESULTS Thirteen samples were collected from the unit and were analyzed by the laboratory. Table IA is a listing of homogeneous materials for the structure and Table 113 is a listing of analytical results for asbestos. Alternative Construction&Environmental Solutions,Inc. Report Number: 1762-106-001 Page 4 of 6 TABLE 1A Key West by the Sea B105 Key West, FL Homogeneous Areas HA Sample Location Material Description Category ERV Closet HA-1 Pilaster Wall Drywall Misc. Bedroom 2 at Wall Unit Bedroom I Wall HA-2 Living Room Closet Ceiling Joint Compound Misc. Closet Pilaster Wall Living Room Closet Wall HA-3 Front Walk Stucco* Surf Rear Court HA-4 Bedroom Window GlazingMisc. Bedroom Window HA-5 Sliding Glass Door Caulk Misc. Bed Window LEGEND: Misc.—Miscellaneous Surf.— Surfacing TS1—Thermal System Insulation I *Stucco samples combined with current reports to satisfy sampling of surfacing material TABLE 1B Key West by the Sea B105 Key West, FL Asbestos Analysis Results Sample ID # of HA Material Description Asbestos Type F/ Samples Present Asbestos NF PS-1 A-C 3 1 Dr all No F PS-2 A-D 4 2 Joint Compound No F PS-3 A-B 2 3 Stucco No F PS-4 A-B 1 2 4 Glazing YES Chrysotile F PS-5 A-B 2 5 Caulk No F LEGEND: F—Friable NF—Non-friable PALM—Presumed Asbestos-containing Material Alternative Construction&Environmental Solutions,Inc. Report Number: 1762-106-001 Page 5 of 6 6.0 CONCLUSIONS AND RECOMMENDATIONS Inconclusive results would be results where the Polarized Light Microscopy analysis yielded a result of less than 1% asbestos. These materials would have to be treated as asbestos-containing material or point counted to determine their final status. There were no samples that contained inconclusive results. In summary, the survey identified friable ACM in the structures. This material includes (Quantities are estimates only and are not intended for bidding purposes): 1. The glazing in the Windows contained as much as 3% Chrysotile Asbestos. It is recommended that the windows be removed as one unit as to not disturb the material. During this inspection,materials suspect to contain asbestos may have been identified,but due to their location or current use, were not sampled. These non-sampled suspect materials include, but are not limited to, physically inaccessible materials, and materials that when sampled would degrade the operation of their parent system or contribute to asbestos contamination of a building system. Examples of the last category include gaskets and dampers in ventilation systems, and boiler seals. It is ACES' understanding the structure is scheduled for renovation. Therefore, the identified asbestos-containing materials must be removed prior to any activity that would disturb the material. A licensed asbestos abatement contractor, using a licensed asbestos abatement supervisor/foreman and properly trained workers must be employed to perform the abatement. Additionally, an accredited project designer should design the abatement project, and third party air monitoring should be performed during abatement. Abatement must be performed in accordance with current Federal USEPA, OSHA,and State of Florida guidelines. This inspection was performed by Mark E. Hartz,AHERA Inspector Certificate Number 172-EVT502-042 which is valid until February 3, 2018. Alternative Construction&Environmental Solutions,Inc. Report Number: 1762-106-001 Page 6 of 6 McCalland Spero 1831 Williamson Court-Suite 100#Louisville,KY 40223 Phone(502)244-7135-(800)84 1-0180 9 FAX(502)244-7136 Specialists in Microanalysis E-malk custornerservicoOmselabs.com-Website:www.mselabs.com Date: October 23, 2017 Attention: Mark Hartz ACES, Inc. Subject: Analysis of bulk samples for asbestos mineral fibers by Polarized Light Microscopy(PLM) with Dispersion Staining(EPA/600/R-93/116) RE: MSE-P0187ACES.4 Kenmar/B 105 KWBS Key West,FL Project Dear Mr. Hartz: McCall & Spero Environmental, Inc. has completed the analyses of the bulk samples we received from your offices on October 18, 2017. These samples represent the bulk samples from the Kenmar/B 105 KWB S Key West,FL Project . The PLM bi.R analysis was performed according to the "Method of the Determination of Asbestos in Bulk Building Materials", R. L. Perkins and B. W. Harvey(FPA/600/R-9')/116). The results for the thirteen(13) samples are summarized in the following report. Please note that for samples consisting of two or more distinct components, each component is analyzed and reported individually(EPA 40 CFR Part 61 [FRL-4821-71]). Thank you for consulting McCall & Spero Environmental, Inc, Should you have any questions concerning these results, please contact our office. Sincerely, 1-17 Kevin R. Bean, B.A. PLM Laboratory Director xvLAF LA Cod SUMMARY OF PLM BULK ANALYSIS RESULTS Page 2 NOTES: ND =None Detected CH=Chrysotile A=Amosite AC=Actinolite CR= Crocidolite AN=Anthophyllite TR=Tremolite For samples consisting of separate components, each component is analyzed and reported separately. Results apply only to items tested. Quantification is accurate to within± 10%. Results from this report must not be reproduced, except in full, with the approval of McCall & Spero Environmental, Inc. This report must not be used to claim product endorsement by NVLAP or any agency of the U.S, Government. 11* EPA recommends that bulk materials found negative for asbestos or less than, one percent asbestos by polarized light microscopy that fall into one of five dominantly nonfriable categories be reanalyzed by an additional method, such as transmission electron microscopy. (EPA Notice of Advisory, FR Vol. 59, No. 146 &Test Method EPA 600/R-93/ 116). Analyst: Kevin R. Bean,B.AX—!: McCall &, Spero Environmental, Inc. SUMMARY OF PLM BULK ANALYSIS RESULTS Page i Project Name: KeDmar/B105 KW13S Key West,FL Project McCall & Spero Environmental Project No. MSE-PO I 87ACES.4 MSE 4 SAMPLE 4 ASBESTOS OTHER FIBROUS %NON-FIBROUS P0187ACES.4- DESCRIPTION TYPE&% MATERIAL&% MATERIAL COLOR PS-lA 001 Dr all ND Cellulose/20% 80% White PS-lB 002 D all ND Cellulose/20% 80% Valite Ps-le 003 Drywall ND Cellulose/20% 80% White PS-2A 004 Joint Comp ound ND Cellulose/5% 95% White PS-2B 005 Joint Com ound ND Cellulose/5% 95% White PS-2C 006 Joint Compound ND Cellulose/5% 95% White PS-2D 1 007 Joint Compound ND Cellulose/5% 95% White P S-3)A 008 Stucco ND Cellulose 15% 85% White PS-3B 009 Stucco ND Cellulose 15% 85% white PS-4A Cellulose 3% 010 Glazing CH/3% Glass/2% 92% Gray PS-4B Cellulose/3% Oil Glazing CH/3% Glass f 2% 92% Gray PS-5A 012 Caulk ND** Cellulose/2% 98% Beige PS-5B 013 Caulk ND** Cellulose/2% 98% Beige McCall & Spero Environmental, Inc. ES ENVIIZc�lV?�ENrAL SOLU77ONS, INC. STANDARD PO Box 3229 2247 Wrigh shoro Road l DAY +4��ierAlLf A GA 309.14 Augusta,GA 30904 42 H 4 Augusta, OUR Phone: 706-262-2000 Fax: 706-262-3299 o AME DAY ASBESTOS BULK CHAIN OF CUSTODY RECORD Chi; PROJECT NUMBER: PRC7TECT,ADDRESS,CITY,STATE: � 11.� � �'�� ram" RBNO'VATIO, DEMOLITION o LIM[ITED FULL o DATE SAMPLED: / SAWLED BY; / r LIST OF SA 0PLES LAB.NO. SAMPLE ID SAMPLE LOCATION SAMPLE DESCRIPTION QUANTITY F/NI^ t ` A5161 1 tv �' 6t 1 w RUA DETAILED DESCRIPTION OF PROPERTY/REMARKS: E Relinquished _/4 Date: ! J Received by_!Z_::� Date;C/ .,_.. Relinquished by __.._ Date: Received by. Date: GALLAGHER TECHNICAL SERVICES SSI ,..r November 17, 2021 GBTS Project No. 2019-4642 Mr. Steve Vecchi THC, Inc. 3300 Breckinridge Boulevard Duluth, Georgia 30096 Subject: Limited Pre-Renovation Asbestos Survey Letter Report Noise Insulation Project Key West by the Sea—Building B, Unit 208 2601 N. Roosevelt Boulevard Key West, Florida 33040 Dear Mr.Vecchi, Gallagher Bassett Technical Services (GBTS), a division of Gallagher Bassett Services, Inc.,was retained by THC, Inc. (Client)to conduct a limited pre-renovation asbestos survey of the Key West by the Sea-Building B, Unit 208 (Subject Area), located at 2601 N. Roosevelt Boulevard in Key West, Florida 33040 (Subject Location).The survey was performed on November 3, 2021 by Mr. Richard Grupenhoff of GBTS who is a certified asbestos inspector under the Asbestos Hazard Emergency Response Act(AHERA). 1.0 PURPOSE The purpose of this limited survey was to identify the presence, extent and condition of asbestos- containing material (ACM)that may be impacted during planned renovation activities associated with the Noise Insulation Project, in order to comply with National Emissions Standards for Hazardous Air Pollutants (NESHAP), Florida Department of Environmental Protection (FDEP) and other applicable local, state and/or federal regulations. 2.0 EXECUTIVE SUMMARY During the limited survey,GBTS collected a total of three (3) bulk samples from suspect building materials planned for renovation. Results of the laboratory analysis are as follows: Asbestos was NOT identified the sampled materials, and therefore are IS NOT considered to be ACM by the EPA. White/pink caulking 4350 W. Cypress Street, Suite 300 Tampa, Florida 33607 Office: 813-287-1005 www.gallagherbassett.com Mr.Steve Vecchi November 17, 2021 Page 2 Asbestos was identified in amounts less than 1% in the following material, and therefore IS NOT considered to be ACM by the Environmental Protection Agency (EPA); however, the Occupational Safety and Health Administration (OSHA) considers materials with even trace amounts of asbestos as potentially hazardous to workers when exposed to airborne dust from these materials. Grey drywall system See Appendix A for the laboratory analysis report. 3.0 ASBESTOS SURVEY METHOD GBTS's survey was limited to suspect building materials that may be impacted during planned renovation activities,as defined by the Client. Each observed suspect material was described,quantified and assigned a homogenous area (HA) identification number.A sufficient number of bulk samples were collected from each observed suspect material. If bulk samples of the suspect material could not be collected during the survey due to restrictions, the suspect materials was assumed to be ACM. The methods used for bulk sample collection were based upon procedures established by the Code of Federal Regulations(CFR)Title 40 Part 763 Subpart E, Asbestos-Containing Materials in Schools; as well as the ASTM International (formerly known as American Society for Testing and Materials) standard E2356 - 18, Standard Practice for Comprehensive Building Asbestos Surveys. 4.0 LABORATORY ANALYSIS METHOD Bulk samples collected were sent to EMSL Analytical, Inc. (EMSL) located in Tampa, Florida for analysis via Polarized Light Microscopy (PLM) guidelines and procedures established in the Method for the Determination of Asbestos in Bulk Building Materials (EPA-600/R-93-116 July, 1993). Laboratory analysis results were reported as percent (%) asbestos by volume. EMSL is a National Voluntary Laboratory Accreditation Program (NVLAP)accredited laboratory.Samples found to contain greater than one percent (1%) asbestos by volume were considered "positive", and listed as ACM. 5.0 LIMITATIONS This limited asbestos survey report has been prepared by GBTS in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. No other warranty, expressed or implied is made. The purpose of this report is to assist the Owner and/or Client in locating ACM that may be impacted during planned renovation activities, and to determine appropriate response actions for identified ACM (if any). Under no circumstances is this report to be utilized by a third-party for bidding purposes and/or for project specifications without the expressed written consent of GBTS. This asbestos survey was limited to locations and/or specific building materials scheduled for renovation activities, as defined by the Client. It is possible that ACM may not have been discovered during the inspection due to inaccessibility or missing/incomplete plans. If suspect material is discovered after the issuance of this report, this material should be sampled and analyzed by a laboratory to determine asbestos content. Appropriate response actions should be initiated dependent upon laboratory analysis results. Building B, Unit 208 Mr.Steve Vecchi November 17, 2021 Page 3 While the PLM analysis method is the most commonly accepted analytical method for detecting asbestos fibers in bulk materials,it is known to have limited resolution and may not detect extremely small asbestos fibers. Certain materials such as resilient vinyl floor tile (VFT) and rubberized gaskets may contain extremely fine asbestos fibers that are beyond the resolution of PLM. Conclusions and recommendations presented in this report are based upon sample collection and laboratory analysis results in compliance with environmental regulations, as well as quality control and quality assurance standards. Conclusions and recommendations presented in this report were limited to conditions observed at the time of the inspection. Other conditions elsewhere in the Subject Area may differ from those in the inspected/surveyed areas. Such conditions are unknown, may change over time and have not been considered. This report was prepared solely for the Client's use, and was not intended for use by third-party beneficiaries. The Client shall indemnify and hold GBTS harmless against any/all liabilities for loss arising out of third-party work performed based on, relating to and/or reliance by the contents of this report. GBTS will not be held responsible for the interpretation and/or use of data by others developed pursuant to the compilation of this report. GBTS does not warrant the use of segregated portions of this report. 6.0 SITE DESCRIPTION GBTS reviewed Client provided plans for the Noise Insulation Project in order to determine building materials likely to be impacted during the renovation. Upon review, GBTS designed this limited survey to include the interior drywall system and associated caulking(s). 7.0 RESULTS Asbestos was NOT identified in amounts greater than 1% in the following materials: • Grey drywall system • White/pink caulking 8.0 CONCLUSIONS AND RECOMMENDATIONS The grey drywall system located in the Subject Area was identified to contain trace amounts of asbestos; however, is not considered to be ACM.According to the EPA, materials with less than 1%asbestos content are not regulated as ACM; however, the Occupational Safety and Health Administration (OSHA) considers materials with even trace amounts of asbestos as potentially hazardous to workers when exposed to airborne dust from these materials. GBTS recommends that contractors performing this work follow OSHA requirements to use dust control methods in order to minimize the amount of asbestos fibers that may become airborne. GBTS also recommends that employees involved in this work wear appropriate respiratory protection and other personal protection equipment (PPE) as needed. An exposure assessment should be performed to determine if workers are being exposed to airborne asbestos fibers above the OSHA Permissible Exposure Limit (PEL) for airborne asbestos fibers. The Florida Department of Environmental Protection (FDEP) does not require a notification of intent to renovate a structure that does not contain ACM. However, the general contractor should keep a copy of Building B, Unit 208 Mr.Steve Vecchi November 17, 2021 Page 4 this limited pre-renovation survey report on-site during the entirety of the project as proof of compliance with 40 CFR 61 (NESHAP). Suspect materials discovered after this survey should be sampled and analyzed to determine asbestos content, and appropriate response actions should be initiated. GBTS appreciates the opportunity to provide THC, Inc.with environmental consulting services. If you have any questions or require further clarifications, please do not hesitate to contact us at (813) 287-1005. Prepared by, Reviewed by, ....................... William M.Titcomb John C. LeJeune,Jr.,CIH, LAC Senior Environmental Professional Senior Project Professional Gallagher Bassett Services, Inc. Gallagher Bassett Services, Inc. AHERA Certified Asbestos Inspector Florida Licensed Asbestos Consultant#AX100 Appendix A—Laboratory Analysis Report Appendix B—Licenses and Certifications Building B, Unit 208 Mr.Steve Vecchi November 17, 2021 Appendix A APPENDIX A LABORATORYANALY515 REPORT Building B, Unit 208 EMSL Analytical, Inc. EMSL Order: 932103410 Customer ID: GBTT42 5700 Memorial Highway,Suite 122 Tampa,FL 33615 Customer PO: Tel/Fax:(813)280-8752/(813)280-8753 M http://www.EMSL.com/tampalab@emsl.com Project ID: Attention: Mike Sewell Phone: (813)287-1005 Gallagher Bassett Technical Services Fax: (813)287-8545 4350 West Cypress St, Suite 300 Received Date: 11/05/2021 10:10 AM Tampa, FL 33607 Analysis Date: 11/09/2021 - 11/11/2021 Collected Date: 11/03/2021 Project: 2019-4642 Kew West By-The-Sea Condo: Bldg B Unit#208 IH/7ABIDPROCESS Test Report:Asbestos Analysis of Bulk Materials via EPA 600IR-931116 Method using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance %Fibrous %Non-Fibrous %Type 1-Joint Compound Hall Closet-Ceiling- White 20%Ca Carbonate <1% Chrysotile Grey Drywall System Non-Fibrous 80%Non-fibrous(Other) 932103410-0001 Homogeneous No drywall present. 1-Tape Hall Closet-Ceiling- White 100%Non-fibrous(Other) None Detected Grey Drywall System Non-Fibrous 932103410-0001A Homogeneous 2 Hall Closet-Wall- White 30%Ca Carbonate None Detected Grey Drywall System Non-Fibrous 70%Non-fibrous(Other) 932103410-0002 Homogeneous No drywall present. 3 Front Door-White/ White 100%Non-fibrous(Other) None Detected Pink Frame Caulking Non-Fibrous 932103410-0003 Homogeneous Analyst(s) Christopher Richardson(1) Gerald lannuzzi,Laboratory Manager KhandakerAnam(3) or OtherApproved 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 EMSLAnalytical,Inc.Tampa,FL NVLAP Lab Code 6002150 Initial report from:11/11/2021 17:47:13 '11SB P1 r1+t,,,,,,rH0dl8,,,,ds001 1 78 Printed:11/11/2021 5:47 PM Page 1 of 1 OrderTD: 932103410 C/3Q1(:bH6 2700 West Cypress Creek Road, D1.22 GALLAGHER 'f ECHNICAL SERVICES Fort Lauderdale,Florida 33309 R,ASSETT t o� 610 LK TRANSMITTAL FORM CHAIN OF CUSTODY C" CLIENT: THIC, Inc. PROJECT: Kew West Bv-the-Sea Condo: Bldg 9 U110 CLIENT CONTACT: Joe Carroll PROJECT NUMBER: 2019-4642 DATE COLLECTED: 11/03/2021 BILL GROUP/PHASE: IH17ABIDPROCESS DATE SENT: DATE VERBAL NEEDED: STOP AT FIRST POSITIVE: Y (circle one) DATE WRITTEN NEEDED: SAMPLE PREFIX SAMPLE NUMBER COLOR SAMPLE DSCRIPTION S MPLE LOCATION i13 I 3.— Cow 1 (4" 4. 5. 6. 7. 8 9. 11. 12. 13. 14. 15. 16, 17. 18. 19. 20. CHAIN OF CUSTODY: DATEITIME PRINT NIAME/$116�ATURE PURPOSE -C` T A C�j A C T A C= Collection T=Transportation A=Analysis LN o vw— Paqe 1 Of 1 Mr.Steve Vecchi November 17, 2021 Appendix B APPENDIX B LICENSES AND CERTIFICATIONS Building B, Unit 208 `. O N u W .. 0 u � M 0 O LN + 4 Q O O \ LLn Imn v Ol fV`1V m 0) � 6 vt o LL w LL � C) A 54% 40- V � C coi Zt O O •may a� Q� a � � y U d N K NO L11 LLJ LL O O ~ Qn O h 0 LL 4- Cl It N V > A > Ad 70 Z O (10 Q a) J 0 N D w �^ �7 W CC w w N II s ' N /�,/r // 0 0 N / G l W N N // J ni a / / N i 4J All U •�= / Gj / / l % f� s W J +1 77 0 s +� J W LL �i/� > P41 aU LL i �r G 1LL i// Z J, 0 en LLI O s 4-J CQ a ~° /, r r ii� lr o e N L W `Jr ril/ / ij it r r�r/ 0 i / D/%% ` r��ia, a /ioi / //iir _ U �. _ f O � �� /r�r M r / /ram r DOS o N /� LL 0 LLI a W Q y 0 w V Q Q) a o W H wwrlww 'dIBR%hGk4,;p I kV ❑ �i1V4 off o-dti N _ I I waw xr. LL (, . 70 Z O w _ E Q a) J v 0 p VI C7 z V W = V) a� m p LUZ Q ;„ +0 r + Z wrf % ✓1llfl a� 0 �// r ` N U CV),r //� / '/ ,da r , �� 1�; J /�/�r /,QQ V � CuLLI LL prij d W S4-1 t / //r °i° /' / i/ / G O s irr, G r 1 l 1 / //%�l�r/ �, I/I/` }� 4-J LLI LL 10 N i LL J 07 /Z fB U 0 LU W i , J�� 1 ll/ i / rr Oo,r l Q r r c i L Q W F— �r l//�' / cu LL W � 0 Z o IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII > W c~ �_ C9 W •� c Q V) Q w 0 a = N 's o LLI H ❑ draw 'dIBR%hyµ,� V �i1V4 off o-dti N .ti cts Q. Q IC) N C\l ca LD C5 r, 0 LO N UJ ca cl Q :z—z Cl) 0 CO) C/) CO -te Ctl cts Q 40- Lm CO X- 421 co F—z %Waft Ct, Sp E (D C:L 0 0 ZZ CL -p-g r 0 (0) LL No IQ) C:z * Cd 0 P* *.;A z d CL Co ROL Wft o rA O LM 0 Q> co co ty) C1 c)4 co Nm to :3 co o P10S OF co National Voluntary , LrJ Laboratory Accreditation Program G �ArESr� SCOPE OF ACCREDITATION TO ISO/IEC 17025:2017 EMSL Analytical, Inc. - Tampa, FL 5700 Memorial Highway Suite 122 Tampa, FL 33615 Wyatt Brown Phone: 813-610-7180 Email: wbrown@emsi.com http://www.emsl.com ASBESTOS FIBER ANALYSIS NVLAP LAB CODE 600215-0 Bulk Asbestos Analysis Code Description 18/A01 EPA--40 CFR Appendix E to Subpart E of Part 763,Interim Method of the Determination of Asbestos in Bulk Insulation Samples 18/A03 EPA 600/R-93/116: Method for the Determination of Asbestos in Bulk Building Materials For the National Vo/unta L borat Accreditation Program Effective 2021-10-01 through 2022-09-30 Page 1 of 1 GALLAGHER TECHNICAL SERVICES SSI ,..r November 17, 2021 GBTS Project No. 2019-4642 Mr. Steve Vecchi THC, Inc. 3300 Breckinridge Boulevard Duluth, Georgia 30096 Subject: Limited Pre-Renovation Asbestos Survey Letter Report Noise Insulation Project Key West by the Sea—Building B, Unit 307 2601 N. Roosevelt Boulevard Key West, Florida 33040 Dear Mr.Vecchi, Gallagher Bassett Technical Services (GBTS), a division of Gallagher Bassett Services, Inc.,was retained by THC, Inc. (Client)to conduct a limited pre-renovation asbestos survey of the Key West by the Sea-Building B, Unit 307 (Subject Area), located at 2601 N. Roosevelt Boulevard in Key West, Florida 33040 (Subject Location).The survey was performed on November 3, 2021 by Mr. Richard Grupenhoff of GBTS who is a certified asbestos inspector under the Asbestos Hazard Emergency Response Act(AHERA). 1.0 PURPOSE The purpose of this limited survey was to identify the presence, extent and condition of asbestos- containing material (ACM)that may be impacted during planned renovation activities associated with the Noise Insulation Project, in order to comply with National Emissions Standards for Hazardous Air Pollutants (NESHAP), Florida Department of Environmental Protection (FDEP) and other applicable local, state and/or federal regulations. 2.0 EXECUTIVE SUMMARY During the limited survey, GBTS collected a total of four(4) bulk samples from suspect building materials planned for renovation. Results of the laboratory analysis are as follows: Asbestos was NOT identified the sampled materials, and therefore are IS NOT considered to be ACM by the EPA. White/pink caulking 4350 W. Cypress Street, Suite 300 Tampa, Florida 33607 Office: 813-287-1005 www.gallagherbassett.com Mr.Steve Vecchi November 17, 2021 Page 2 Asbestos was identified in amounts less than 1% in the following material, and therefore IS NOT considered to be ACM by the Environmental Protection Agency (EPA); however, the Occupational Safety and Health Administration (OSHA) considers materials with even trace amounts of asbestos as potentially hazardous to workers when exposed to airborne dust from these materials. Grey drywall system See Appendix A for the laboratory analysis report. 3.0 ASBESTOS SURVEY METHOD GBTS's survey was limited to suspect building materials that may be impacted during planned renovation activities,as defined by the Client. Each observed suspect material was described,quantified and assigned a homogenous area (HA) identification number.A sufficient number of bulk samples were collected from each observed suspect material. If bulk samples of the suspect material could not be collected during the survey due to restrictions, the suspect materials was assumed to be ACM. The methods used for bulk sample collection were based upon procedures established by the Code of Federal Regulations(CFR)Title 40 Part 763 Subpart E, Asbestos-Containing Materials in Schools; as well as the ASTM International (formerly known as American Society for Testing and Materials) standard E2356 - 18, Standard Practice for Comprehensive Building Asbestos Surveys. 4.0 LABORATORY ANALYSIS METHOD Bulk samples collected were sent to EMSL Analytical, Inc. (EMSL) located in Tampa, Florida for analysis via Polarized Light Microscopy (PLM) guidelines and procedures established in the Method for the Determination of Asbestos in Bulk Building Materials (EPA-600/R-93-116 July, 1993). Laboratory analysis results were reported as percent (%) asbestos by volume. EMSL is a National Voluntary Laboratory Accreditation Program (NVLAP)accredited laboratory.Samples found to contain greater than one percent (1%) asbestos by volume were considered "positive", and listed as ACM. 5.0 LIMITATIONS This limited asbestos survey report has been prepared by GBTS in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. No other warranty, expressed or implied is made. The purpose of this report is to assist the Owner and/or Client in locating ACM that may be impacted during planned renovation activities, and to determine appropriate response actions for identified ACM (if any). Under no circumstances is this report to be utilized by a third-party for bidding purposes and/or for project specifications without the expressed written consent of GBTS. This asbestos survey was limited to locations and/or specific building materials scheduled for renovation activities, as defined by the Client. It is possible that ACM may not have been discovered during the inspection due to inaccessibility or missing/incomplete plans. If suspect material is discovered after the issuance of this report, this material should be sampled and analyzed by a laboratory to determine asbestos content. Appropriate response actions should be initiated dependent upon laboratory analysis results. Building B, Unit 307 Mr.Steve Vecchi November 17, 2021 Page 3 While the PLM analysis method is the most commonly accepted analytical method for detecting asbestos fibers in bulk materials,it is known to have limited resolution and may not detect extremely small asbestos fibers. Certain materials such as resilient vinyl floor tile (VFT) and rubberized gaskets may contain extremely fine asbestos fibers that are beyond the resolution of PLM. Conclusions and recommendations presented in this report are based upon sample collection and laboratory analysis results in compliance with environmental regulations, as well as quality control and quality assurance standards. Conclusions and recommendations presented in this report were limited to conditions observed at the time of the inspection. Other conditions elsewhere in the Subject Area may differ from those in the inspected/surveyed areas. Such conditions are unknown, may change over time and have not been considered. This report was prepared solely for the Client's use, and was not intended for use by third-party beneficiaries. The Client shall indemnify and hold GBTS harmless against any/all liabilities for loss arising out of third-party work performed based on, relating to and/or reliance by the contents of this report. GBTS will not be held responsible for the interpretation and/or use of data by others developed pursuant to the compilation of this report. GBTS does not warrant the use of segregated portions of this report. 6.0 SITE DESCRIPTION GBTS reviewed Client provided plans for the Noise Insulation Project in order to determine building materials likely to be impacted during the renovation. Upon review, GBTS designed this limited survey to include the interior drywall system and associated caulking(s). 7.0 RESULTS Asbestos was NOT identified in amounts greater than 1% in the following materials: • Grey drywall system • White/pink caulking 8.0 CONCLUSIONS AND RECOMMENDATIONS The grey drywall system located in the Subject Area was identified to contain trace amounts of asbestos; however, is not considered to be ACM. According to the EPA, materials with less than 1% asbestos content are not regulated as ACM; however, the Occupational Safety and Health Administration (OSHA) considers materials with even trace amounts of asbestos as potentially hazardous to workers when exposed to airborne dust from these materials. GBTS recommends that contractors performing this work follow OSHA requirements to use dust control methods in order to minimize the amount of asbestos fibers that may become airborne. GBTS also recommends that employees involved in this work wear appropriate respiratory protection and other personal protection equipment (PPE) as needed. An exposure assessment should be performed to determine if workers are being exposed to airborne asbestos fibers above the OSHA Permissible Exposure Limit (PEL)for airborne asbestos fibers. The Florida Department of Environmental Protection (FDEP) does not require a notification of intent to renovate a structure that does not contain ACM. However, the general contractor should keep a copy of Building B, Unit 307 Mr.Steve Vecchi November 17, 2021 Page 4 this limited pre-renovation survey report on-site during the entirety of the project as proof of compliance with 40 CFR 61 (NESHAP). Suspect materials discovered after this survey should be sampled and analyzed to determine asbestos content, and appropriate response actions should be initiated. GBTS appreciates the opportunity to provide THC, Inc.with environmental consulting services. If you have any questions or require further clarifications, please do not hesitate to contact us at (813) 287-1005. Prepared by, Reviewed by, ....................... William M.Titcomb John C. LeJeune,Jr.,CIH, LAC Senior Environmental Professional Senior Project Professional Gallagher Bassett Services, Inc. Gallagher Bassett Services, Inc. AHERA Certified Asbestos Inspector Florida Licensed Asbestos Consultant#AX100 Appendix A—Laboratory Analysis Report Appendix B—Licenses and Certifications Building B, Unit 307 Mr.Steve Vecchi November 17, 2021 Appendix A APPENDIX A LABORATORYANALY515 REPORT Building B, Unit 307 EMSL Analytical, Inc. EMSL Order: 932103408 Customer ID: GBTT42 5700 Memorial Highway,Suite 122 Tampa,FL 33615 Customer PO: Tel/Fax:(813)280-8752/(813)280-8753 M http://www.EMSL.com/tampalab@emsl.com Project ID: Attention: Mike Sewell Phone: (813)287-1005 Gallagher Bassett Technical Services Fax: (813)287-8545 4350 West Cypress St, Suite 300 Received Date: 11/05/2021 10:10 AM Tampa, FL 33607 Analysis Date: 11/11/2021 - 11/12/2021 Collected Date: 11/03/2021 Project: 2019-4642 Kew West By-The-Sea Condo: Bldg B Unit#307 IH/7ABIDPROCESS Test Report:Asbestos Analysis of Bulk Materials via EPA 600IR-931116 Method using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance %Fibrous %Non-Fibrous %Type 1-Drywall Hall Closet-Wall- Brown/White 10%Cellulose 5%Gypsum None Detected Grey Drywall System Fibrous 85%Non-fibrous(Other) 932103408-0001 Homogeneous 1-Joint Compound Hall Closet-Wall- White 30%Ca Carbonate None Detected Grey Drywall System Non-Fibrous 70%Non-fibrous(Other) 932103406-000IA Homogeneous 2 Hall Closet-Ceiling- White/Beige 20%Ca Carbonate <1% Chrysotile Grey Drywall System Non-Fibrous 80%Non-fibrous(Other) 932103406-0002 Homogeneous No drywall present. 3 Front Window- White/Pink 100%Non-fibrous(Other) None Detected White/Pink Frame Non-Fibrous 932103406-0003 Caulking Homogeneous 4 Patio Door-White/ White/Pink 100%Non-fibrous(Other) None Detected Pink Frame Caulking Non-Fibrous 932103408-0004 Homogeneous Analyst(s) Christopher Richardson(3) Gerald lannuzzi,Laboratory Manager KhandakerAnam(2) or OtherApproved 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 EMSLAnalytical,Inc.Tampa,FL NVLAP Lab Code 6002150 Initial report from:11/12/2021 09:34:33 '11SB P1 r1+(,---_rBaltll8,...P1001 1 78 Printed:11/12/2021 9:34 AM Page 1 of 1 OrderlD: 932103408 46„' 2700 West Cypress Caeek Road, C)122 GALLAGHERI'ECH NICAL SERACE5, brit:LaLj0 nriais,Horida 33309 ULK TRANSMITTAL FORM CHAIN OF CUSTODY CLIENT: THC Inc. PROJECT: Kew West -the-Sea Condo: Bld 'Unit# CLIENT CONTACT: Jae Carroll PROJECT NUMBER 2019-4642 [SATE COLLECTED: 11/0 /2021 BILL CROUP/PHASE: IH/7ABItDPROCESS DATE SENT: GATE VERBAL NEEDED' STOP AT FIRST POSITIVE: Y ) (circle erne) DATE WRITTEN NEEDED: SAMPLE PREFIX SAMPLE NUMBER COLOR SAMPLE ESCRIPTION SAMPLE LOCATION 1.2. . . ----- w 3. . 4 5. 6. 7. 6, 9, 10. 11. 12. 1 . 14. 4 1 . 16. 17. 18a . 19. 20. CHAIN OF CUSTODY: DATE/TIME'E/TIME PRINT i ME,,_ E/SI NATU mm PURPOSE T A C �A C T A C W C oHec:tion T=Transportation A=Analysis Paae 1 Of 1 Mr.Steve Vecchi November 17, 2021 Appendix B APPENDIX B LICENSES AND CERTIFICATIONS Building B, Unit 307 `. O N u W .. 0 u � M 0 O LN + 4 Q O O \ LLn Imn v Ol fV`1V m 0) � 6 vt o LL w LL � C) A 54% 40- V � C coi Zt O O •may a� Q� a � � y U d N K NO L11 LLJ LL O O ~ Qn O h 0 LL 4- Cl It N V > A > Ad 70 Z O (10 Q a) J 0 N D w �^ �7 W CC w w N II s ' N /�,/r // 0 0 N / G l W N N // J ni a / / N i 4J All U •�= / Gj / / l % f� s W J +1 77 0 s +� J W LL �i/� > P41 aU LL i �r G 1LL i// Z J, 0 en LLI O s 4-J CQ a ~° /, r r ii� lr o e N L W `Jr ril/ / ij it r r�r/ 0 i / D/%% ` r��ia, a /ioi / //iir _ U �. _ f O � �� /r�r M r / /ram r DOS o N /� LL 0 LLI a W Q y 0 w V Q Q) a o W H wwrlww 'dIBR%hGk4,;p I kV ❑ �i1V4 off o-dti N _ I I waw xr. LL (, . 70 Z O w _ E Q a) J v 0 p VI C7 z V W = V) a� m p LUZ Q ;„ +0 r + Z wrf % ✓1llfl a� 0 �// r ` N U CV),r //� / '/ ,da r , �� 1�; J /�/�r /,QQ V � CuLLI LL prij d W S4-1 t / //r °i° /' / i/ / G O s irr, G r 1 l 1 / //%�l�r/ �, I/I/` }� 4-J LLI LL 10 N i LL J 07 /Z fB U 0 LU W i , J�� 1 ll/ i / rr Oo,r l Q r r c i L Q W F— �r l//�' / cu LL W � 0 Z o IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII > W c~ �_ C9 W •� c Q V) Q w 0 a = N 's o LLI H ❑ draw 'dIBR%hyµ,� V �i1V4 off o-dti N .ti cts Q. Q IC) N C\l ca LD C5 r, 0 LO N UJ ca cl Q :z—z Cl) 0 CO) C/) CO -te Ctl cts Q 40- Lm CO X- 421 co F—z %Waft Ct, Sp E (D C:L 0 0 ZZ CL -p-g r 0 (0) LL No IQ) C:z * Cd 0 P* *.;A z d CL Co ROL Wft o rA O LM 0 Q> co co ty) C1 c)4 co Nm to :3 co o P10S OF co National Voluntary , LrJ Laboratory Accreditation Program G �ArESr� SCOPE OF ACCREDITATION TO ISO/IEC 17025:2017 EMSL Analytical, Inc. - Tampa, FL 5700 Memorial Highway Suite 122 Tampa, FL 33615 Wyatt Brown Phone: 813-610-7180 Email: wbrown@emsi.com http://www.emsl.com ASBESTOS FIBER ANALYSIS NVLAP LAB CODE 600215-0 Bulk Asbestos Analysis Code Description 18/A01 EPA--40 CFR Appendix E to Subpart E of Part 763,Interim Method of the Determination of Asbestos in Bulk Insulation Samples 18/A03 EPA 600/R-93/116: Method for the Determination of Asbestos in Bulk Building Materials For the National Vo/unta L borat Accreditation Program Effective 2021-10-01 through 2022-09-30 Page 1 of 1 GALLAGHER TECHNICAL SERVICES SSI ,..r November 17, 2021 GBTS Project No. 2019-4642 Mr. Steve Vecchi THC, Inc. 3300 Breckinridge Boulevard Duluth, Georgia 30096 Subject: Limited Pre-Renovation Asbestos Survey Letter Report Noise Insulation Project Key West by the Sea—Building B, Unit 309 2601 N. Roosevelt Boulevard Key West, Florida 33040 Dear Mr.Vecchi, Gallagher Bassett Technical Services (GBTS), a division of Gallagher Bassett Services, Inc.,was retained by THC, Inc. (Client)to conduct a limited pre-renovation asbestos survey of the Key West by the Sea-Building B, Unit 309 (Subject Area), located at 2601 N. Roosevelt Boulevard in Key West, Florida 33040 (Subject Location).The survey was performed on November 17, 2021 by Mr. Richard Grupenhoff of GBTS who is a certified asbestos inspector under the Asbestos Hazard Emergency Response Act(AHERA). 1.0 PURPOSE The purpose of this limited survey was to identify the presence, extent and condition of asbestos- containing material (ACM)that may be impacted during planned renovation activities associated with the Noise Insulation Project, in order to comply with National Emissions Standards for Hazardous Air Pollutants (NESHAP), Florida Department of Environmental Protection (FDEP) and other applicable local, state and/or federal regulations. 2.0 EXECUTIVE SUMMARY During the limited survey, GBTS collected a total of four(4) bulk samples from the following materials: • Grey drywall system • White/pink caulking Asbestos was NOT identified in amounts greater than 1% in the sampled materials, and therefore are NOT considered to be ACM by the Environmental Protection Agency (EPA). See Appendix A for the laboratory analysis report. 4350 W. Cypress Street, Suite 300 Tampa, Florida 33607 Office: 813-287-1005 www.gallagherbassett.com Mr.Steve Vecchi November 17, 2021 Page 2 3.0 ASBESTOS SURVEY METHOD GBTS's survey was limited to suspect building materials that may be impacted during planned renovation activities,as defined by the Client. Each observed suspect material was described,quantified and assigned a homogenous area (HA) identification number.A sufficient number of bulk samples were collected from each observed suspect material. If bulk samples of the suspect material could not be collected during the survey due to restrictions, the suspect materials was assumed to be ACM. The methods used for bulk sample collection were based upon procedures established by the Code of Federal Regulations(CFR)Title 40 Part 763 Subpart E, Asbestos-Containing Materials in Schools; as well as the ASTM International (formerly known as American Society for Testing and Materials) standard E2356 - 18, Standard Practice for Comprehensive Building Asbestos Surveys. 4.0 LABORATORY ANALYSIS METHOD Bulk samples collected were sent to EMSL Analytical, Inc. (EMSL) located in Tampa, Florida for analysis via Polarized Light Microscopy (PLM) guidelines and procedures established in the Method for the Determination of Asbestos in Bulk Building Materials (EPA-600/R-93-116 July, 1993). Laboratory analysis results were reported as percent (%) asbestos by volume. EMSL is a National Voluntary Laboratory Accreditation Program (NVLAP)accredited laboratory.Samples found to contain greater than one percent (1%) asbestos by volume were considered "positive", and listed as ACM. 5.0 LIMITATIONS This limited asbestos survey report has been prepared by GBTS in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. No other warranty, expressed or implied is made. The purpose of this report is to assist the Owner and/or Client in locating ACM that may be impacted during planned renovation activities, and to determine appropriate response actions for identified ACM (if any). Under no circumstances is this report to be utilized by a third-party for bidding purposes and/or for project specifications without the expressed written consent of GBTS. This asbestos survey was limited to locations and/or specific building materials scheduled for renovation activities, as defined by the Client. It is possible that ACM may not have been discovered during the inspection due to inaccessibility or missing/incomplete plans. If suspect material is discovered after the issuance of this report, this material should be sampled and analyzed by a laboratory to determine asbestos content. Appropriate response actions should be initiated dependent upon laboratory analysis results. While the PLM analysis method is the most commonly accepted analytical method for detecting asbestos fibers in bulk materials,it is known to have limited resolution and may not detect extremely small asbestos fibers. Certain materials such as resilient vinyl floor tile (VFT) and rubberized gaskets may contain extremely fine asbestos fibers that are beyond the resolution of PLM. Conclusions and recommendations presented in this report are based upon sample collection and laboratory analysis results in compliance with environmental regulations, as well as quality control and quality assurance standards. Conclusions and recommendations presented in this report were limited to conditions observed at the time of the inspection. Other conditions elsewhere in the Subject Area may Building B, Unit 309 Mr.Steve Vecchi November 17, 2021 Page 3 differ from those in the inspected/surveyed areas. Such conditions are unknown, may change over time and have not been considered. This report was prepared solely for the Client's use, and was not intended for use by third-party beneficiaries. The Client shall indemnify and hold GBTS harmless against any/all liabilities for loss arising out of third-party work performed based on, relating to and/or reliance by the contents of this report. GBTS will not be held responsible for the interpretation and/or use of data by others developed pursuant to the compilation of this report. GBTS does not warrant the use of segregated portions of this report. 6.0 SITE DESCRIPTION GBTS reviewed Client provided plans for the Noise Insulation Project in order to determine building materials likely to be impacted during the renovation. Upon review, GBTS designed this limited survey to include the interior drywall system and associated caulking(s). 7.0 RESULTS Asbestos was NOT identified in amounts greater than 1% in the following materials: • Grey drywall system • White/pink caulking 8.0 CONCLUSIONS AND RECOMMENDATIONS ACM was not identified during GBTS's limited pre-renovation survey. Therefore, no further asbestos- related action is recommended at this time. If other areas not previously inspected at the Subject Location are to be impacted during planned renovations, a pre-renovation asbestos survey of these areas will be required. If suspect building materials are discovered after GBTS's limited survey, these materials should be sampled and analyzed to determine asbestos content, and appropriate responses should be initiated. Suspect materials discovered after this survey should be sampled and analyzed to determine asbestos content, and appropriate response actions should be initiated. The Florida Department of Environmental Protection (FDEP) does not require a notification of intent to renovate a structure that does not contain ACM. However,the general contractor should keep a copy of this limited pre-renovation survey report on-site during the entirety of the project as proof of compliance with 40 CFR 61 (NESHAP). Building B, Unit 309 Mr.Steve Vecchi November 17, 2021 Page 4 GBTS appreciates the opportunity to provide THC, Inc.with environmental consulting services. If you have any questions or require further clarifications, please do not hesitate to contact us at (813) 287-1005. Prepared by, Reviewed by, William M.Titcomb John C. LeJeune,Jr.,CIH, LAC Senior Environmental Professional Senior Project Professional Gallagher Bassett Services, Inc. Gallagher Bassett Services, Inc. AHERA Certified Asbestos Inspector Florida Licensed Asbestos Consultant#AX100 Appendix A—Laboratory Analysis Report Appendix B—Licenses and Certifications Building B, Unit 309 Mr.Steve Vecchi November 17, 2021 Appendix A APPENDIX A LABORATORYANALY515 REPORT Building B, Unit 309 EMSL Analytical, Inc. EMSL Order: 932103405 Customer ID: GBTT42 5700 Memorial Highway,Suite 122 Tampa,FL 33615 Customer PO: Tel/Fax:(813)280-8752/(813)280-8753 M http://www.EMSL.com/tampalab@emsl.com Project ID: Attention: Mike Sewell Phone: (813)287-1005 Gallagher Bassett Technical Services Fax: (813)287-8545 4350 West Cypress St, Suite 300 Received Date: 11/05/2021 10:10 AM Tampa, FL 33607 Analysis Date: 11/09/2021 Collected Date: 11/03/2021 Project: 2019-4642 Kew West By-the-Sea Condo: Bldg B Unit#309 IH/ABIDPROCESS Test Report:Asbestos Analysis of Bulk Materials via EPA 600IR-931116 Method using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance %Fibrous %Non-Fibrous %Type 1 Hall Closet-Wall- White 20%Ca Carbonate None Detected Grey Drywall System Non-Fibrous 80%Non-fibrous(Other) 932103405-0001 Homogeneous No Drywall present. 2 Hall Closet-Ceiling- White 30%Ca Carbonate None Detected Grey Drywall System Non-Fibrous 70%Non-fibrous(Other) 932103405-0002 Homogeneous No drywall present. 3 Front Window- Brown/Pink 100%Non-fibrous(Other) None Detected White/Pink Frame Non-Fibrous 932103405-0003 Caulking Homogeneous 4 Patio Door-White/ White/Pink 100%Non-fibrous(Other) None Detected Pink Frame Caulking Non-Fibrous 932103405-0004 Homogeneous Analyst(s) Christopher Richardson(2) Gerald lannuzzi,Laboratory Manager KhandakerAnam(2) or OtherApproved 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 EMSLAnalytical,Inc.Tampa,FL NVLAP Lab Code 6002150 Initial report from:11/09/2021 16:35:12 '11SB P1 r1+(,---_rBaltll8,...P1001 1 78 Printed:11/9/2021 4:35 PM Page 1 of 1 OrderTD: 932103405 o 2700 West Cypress(',:reek Road,D122 GA L LAG H E R TECHHNlCAL '3ERVgCE�, Fort Lauclerdale, Florida 33309 BULK TRANSMITTAL FORM CHAIN OF CUSTODY CLIENT: THC Inc. PROJECT: Kew West Bv-the-Sea Condo: Bldk) ULtt# 36"' CLIENT CONTACT: Joe Carroll PROJECT NUMBER: 2019-4642 DATE COLLECTED: 11/0312021 BILL GROUP/PHASE: IH/7ABIDPROCESS DATE SENT: DATE VERBAL NEEDED: 114, '1— .. . . ...... ......I-T �p, STOP AT FIRST POSITIVE: Y (circle one) DATE WRITTEN NEEDED: SAMPLE PREFIX SAMPLE NUMBER COLOR SAMPLE CRIPTION S PLE LOCATION 1. ;4A'Al _1 P"4."eff Ski e .......... 3. Ce A I 4. 5. 6. 7. 8, 9. 12. 13. 14, 15. 16. 117. 18. 19. 20 CHAIN OF CUSTODY: DATE/TIME PRINT NAME,/,SIGqATURE PURPOSE T A A C T A C=Coflection T="Fransportation A=Analysis Paqe 1 Of 1 Mr.Steve Vecchi November 17, 2021 Appendix B APPENDIX B LICENSES AND CERTIFICATIONS Building B, Unit 309 `. O N u W .. 0 u � M 0 O LN + 4 Q O O \ LLn Imn v Ol fV`1V m 0) � 6 vt o LL w LL � C) A 54% 40- V � C coi Zt O O •may a� Q� a � � y U d N K NO L11 LLJ LL O O ~ Qn O h 0 LL 4- Cl It N V > A > Ad 70 Z O (10 Q a) J 0 N D w �^ �7 W CC w w N II s ' N /�,/r // 0 0 N / G l W N N // J ni a / / N i 4J All U •�= / Gj / / l % f� s W J +1 77 0 s +� J W LL �i/� > P41 aU LL i �r G 1LL i// Z J, 0 en LLI O s 4-J CQ a ~° /, r r ii� lr o e N L W `Jr ril/ / ij it r r�r/ 0 i / D/%% ` r��ia, a /ioi / //iir _ U �. _ f O � �� /r�r M r / /ram r DOS o N /� LL 0 LLI a W Q y 0 w V Q Q) a o W H wwrlww 'dIBR%hGk4,;p I kV ❑ �i1V4 off o-dti N _ I I waw xr. LL (, . 70 Z O w _ E Q a) J v 0 p VI C7 z V W = V) a� m p LUZ Q ;„ +0 r + Z wrf % ✓1llfl a� 0 �// r ` N U CV),r //� / '/ ,da r , �� 1�; J /�/�r /,QQ V � CuLLI LL prij d W S4-1 t / //r °i° /' / i/ / G O s irr, G r 1 l 1 / //%�l�r/ �, I/I/` }� 4-J LLI LL 10 N i LL J 07 /Z fB U 0 LU W i , J�� 1 ll/ i / rr Oo,r l Q r r c i L Q W F— �r l//�' / cu LL W � 0 Z o IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII > W c~ �_ C9 W •� c Q V) Q w 0 a = N 's o LLI H ❑ draw 'dIBR%hyµ,� V �i1V4 off o-dti N .ti cts Q. Q IC) N C\l ca LD C5 r, 0 LO N UJ ca cl Q :z—z Cl) 0 CO) C/) CO -te Ctl cts Q 40- Lm CO X- 421 co F—z %Waft Ct, Sp E (D C:L 0 0 ZZ CL -p-g r 0 (0) LL No IQ) C:z * Cd 0 P* *.;A z d CL Co ROL Wft o rA O LM 0 Q> co co ty) C1 c)4 co Nm to :3 co o P10S OF co National Voluntary , LrJ Laboratory Accreditation Program G �ArESr� SCOPE OF ACCREDITATION TO ISO/IEC 17025:2017 EMSL Analytical, Inc. - Tampa, FL 5700 Memorial Highway Suite 122 Tampa, FL 33615 Wyatt Brown Phone: 813-610-7180 Email: wbrown@emsi.com http://www.emsl.com ASBESTOS FIBER ANALYSIS NVLAP LAB CODE 600215-0 Bulk Asbestos Analysis Code Description 18/A01 EPA--40 CFR Appendix E to Subpart E of Part 763,Interim Method of the Determination of Asbestos in Bulk Insulation Samples 18/A03 EPA 600/R-93/116: Method for the Determination of Asbestos in Bulk Building Materials For the National Vo/unta L borat Accreditation Program Effective 2021-10-01 through 2022-09-30 Page 1 of 1 GALLAGHER TECHNICAL SERVICES SSI ,..r November 17, 2021 GBTS Project No. 2019-4642 Mr. Steve Vecchi THC, Inc. 3300 Breckinridge Boulevard Duluth, Georgia 30096 Subject: Limited Pre-Renovation Asbestos Survey Letter Report Noise Insulation Project Key West by the Sea—Building B, Unit 405 2601 N. Roosevelt Boulevard Key West, Florida 33040 Dear Mr.Vecchi, Gallagher Bassett Technical Services (GBTS), a division of Gallagher Bassett Services, Inc.,was retained by THC, Inc. (Client)to conduct a limited pre-renovation asbestos survey of the Key West by the Sea-Building B, Unit 405 (Subject Area), located at 2601 N. Roosevelt Boulevard in Key West, Florida 33040 (Subject Location).The survey was performed on November 3, 2021 by Mr. Richard Grupenhoff of GBTS who is a certified asbestos inspector under the Asbestos Hazard Emergency Response Act(AHERA). 1.0 PURPOSE The purpose of this limited survey was to identify the presence, extent and condition of asbestos- containing material (ACM)that may be impacted during planned renovation activities associated with the Noise Insulation Project, in order to comply with National Emissions Standards for Hazardous Air Pollutants (NESHAP), Florida Department of Environmental Protection (FDEP) and other applicable local, state and/or federal regulations. 2.0 EXECUTIVE SUMMARY During the limited survey,GBTS collected a total of three (3) bulk samples from suspect building materials planned for renovation. Results of the laboratory analysis are as follows: Asbestos was NOT identified the sampled materials, and therefore are IS NOT considered to be ACM by the EPA. White/pink caulking 4350 W. Cypress Street, Suite 300 Tampa, Florida 33607 Office: 813-287-1005 www.gallagherbassett.com Mr.Steve Vecchi November 17, 2021 Page 2 Asbestos was identified in amounts less than 1% in the following material, and therefore IS NOT considered to be ACM by the Environmental Protection Agency (EPA); however, the Occupational Safety and Health Administration (OSHA) considers materials with even trace amounts of asbestos as potentially hazardous to workers when exposed to airborne dust from these materials. Grey drywall system See Appendix A for the laboratory analysis report. 3.0 ASBESTOS SURVEY METHOD GBTS's survey was limited to suspect building materials that may be impacted during planned renovation activities,as defined by the Client. Each observed suspect material was described,quantified and assigned a homogenous area (HA) identification number.A sufficient number of bulk samples were collected from each observed suspect material. If bulk samples of the suspect material could not be collected during the survey due to restrictions, the suspect materials was assumed to be ACM. The methods used for bulk sample collection were based upon procedures established by the Code of Federal Regulations(CFR)Title 40 Part 763 Subpart E, Asbestos-Containing Materials in Schools; as well as the ASTM International (formerly known as American Society for Testing and Materials) standard E2356 - 18, Standard Practice for Comprehensive Building Asbestos Surveys. 4.0 LABORATORY ANALYSIS METHOD Bulk samples collected were sent to EMSL Analytical, Inc. (EMSL) located in Tampa, Florida for analysis via Polarized Light Microscopy (PLM) guidelines and procedures established in the Method for the Determination of Asbestos in Bulk Building Materials (EPA-600/R-93-116 July, 1993). Laboratory analysis results were reported as percent (%) asbestos by volume. EMSL is a National Voluntary Laboratory Accreditation Program (NVLAP)accredited laboratory.Samples found to contain greater than one percent (1%) asbestos by volume were considered "positive", and listed as ACM. 5.0 LIMITATIONS This limited asbestos survey report has been prepared by GBTS in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. No other warranty, expressed or implied is made. The purpose of this report is to assist the Owner and/or Client in locating ACM that may be impacted during planned renovation activities, and to determine appropriate response actions for identified ACM (if any). Under no circumstances is this report to be utilized by a third-party for bidding purposes and/or for project specifications without the expressed written consent of GBTS. This asbestos survey was limited to locations and/or specific building materials scheduled for renovation activities, as defined by the Client. It is possible that ACM may not have been discovered during the inspection due to inaccessibility or missing/incomplete plans. If suspect material is discovered after the issuance of this report, this material should be sampled and analyzed by a laboratory to determine asbestos content. Appropriate response actions should be initiated dependent upon laboratory analysis results. Building B, Unit 405 Mr.Steve Vecchi November 17, 2021 Page 3 While the PLM analysis method is the most commonly accepted analytical method for detecting asbestos fibers in bulk materials,it is known to have limited resolution and may not detect extremely small asbestos fibers. Certain materials such as resilient vinyl floor tile (VFT) and rubberized gaskets may contain extremely fine asbestos fibers that are beyond the resolution of PLM. Conclusions and recommendations presented in this report are based upon sample collection and laboratory analysis results in compliance with environmental regulations, as well as quality control and quality assurance standards. Conclusions and recommendations presented in this report were limited to conditions observed at the time of the inspection. Other conditions elsewhere in the Subject Area may differ from those in the inspected/surveyed areas. Such conditions are unknown, may change over time and have not been considered. This report was prepared solely for the Client's use, and was not intended for use by third-party beneficiaries. The Client shall indemnify and hold GBTS harmless against any/all liabilities for loss arising out of third-party work performed based on, relating to and/or reliance by the contents of this report. GBTS will not be held responsible for the interpretation and/or use of data by others developed pursuant to the compilation of this report. GBTS does not warrant the use of segregated portions of this report. 6.0 SITE DESCRIPTION GBTS reviewed Client provided plans for the Noise Insulation Project in order to determine building materials likely to be impacted during the renovation. Upon review, GBTS designed this limited survey to include the interior drywall system and associated caulking(s). 7.0 RESULTS Asbestos was NOT identified in amounts greater than 1% in the following materials: • Grey drywall system • White/pink caulking 8.0 CONCLUSIONS AND RECOMMENDATIONS The grey drywall system located in the Subject Area was identified to contain trace amounts of asbestos; however, is not considered to be ACM. According to the EPA, materials with less than 1% asbestos content are not regulated as ACM; however, the Occupational Safety and Health Administration (OSHA) considers materials with even trace amounts of asbestos as potentially hazardous to workers when exposed to airborne dust from these materials. GBTS recommends that contractors performing this work follow OSHA requirements to use dust control methods in order to minimize the amount of asbestos fibers that may become airborne. GBTS also recommends that employees involved in this work wear appropriate respiratory protection and other personal protection equipment (PPE) as needed. An exposure assessment should be performed to determine if workers are being exposed to airborne asbestos fibers above the OSHA Permissible Exposure Limit (PEL)for airborne asbestos fibers. The Florida Department of Environmental Protection (FDEP) does not require a notification of intent to renovate a structure that does not contain ACM. However, the general contractor should keep a copy of Building B, Unit 405 Mr.Steve Vecchi November 17, 2021 Page 4 this limited pre-renovation survey report on-site during the entirety of the project as proof of compliance with 40 CFR 61 (NESHAP). Suspect materials discovered after this survey should be sampled and analyzed to determine asbestos content, and appropriate response actions should be initiated. GBTS appreciates the opportunity to provide THC, Inc.with environmental consulting services. If you have any questions or require further clarifications, please do not hesitate to contact us at (813) 287-1005. Prepared by, Reviewed by, ....................... William M.Titcomb John C. LeJeune,Jr.,CIH, LAC Senior Environmental Professional Senior Project Professional Gallagher Bassett Services, Inc. Gallagher Bassett Services, Inc. AHERA Certified Asbestos Inspector Florida Licensed Asbestos Consultant#AX100 Appendix A—Laboratory Analysis Report Appendix B—Licenses and Certifications Building B, Unit 405 Mr.Steve Vecchi November 17, 2021 Appendix A APPENDIX A LABORATORYANALY515 REPORT Building B, Unit 405 EMSL Analytical, Inc. EMSL Order: 932103446 Customer ID: GBTT42 5700 Memorial Highway,Suite 122 Tampa,FL 33615 Customer PO: Tel/Fax:(813)280-8752/(813)280-8753 M http://www.EMSL.com/tampalab@emsl.com Project ID: Attention: Mike Sewell Phone: (813)287-1005 Gallagher Bassett Technical Services Fax: (813)287-8545 4350 West Cypress St, Suite 300 Received Date: 11/05/2021 10:10 AM Tampa, FL 33607 Analysis Date: 11/09/2021 - 11/11/2021 Collected Date: 11/03/2021 Project: 2019-4642 Kew West By-the-Sea Condo: Bldg B Unit#405 IH/7ABIDPROCESS Test Report:Asbestos Analysis of Bulk Materials via EPA 600IR-931116 Method using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance %Fibrous %Non-Fibrous %Type 1-Joint Compound Laundry Rm-Ceiling- White 20%Ca Carbonate <1% Chrysotile Grey Drywall System Non-Fibrous 80%Non-fibrous(Other) 932103446-0001 Homogeneous No drywall present. 1-Tape Laundry Rm-Ceiling- White 50°%Cellulose 50%Non-fibrous(Other) None Detected Grey Drywall System Fibrous 932103446-0001A Homogeneous 2-Joint Compound Laundry Rm-Wall- White 30%Ca Carbonate None Detected Grey Drywall System Non-Fibrous 70%Non-fibrous(Other) 932103446-0002 Homogeneous 2-Tape Laundry Rm-Wall- White 90%Cellulose 10%Non-fibrous(Other) None Detected Grey Drywall System Fibrous 932103446-0002A Homogeneous 3 Front Door-White/ White/Pink 100%Non-fibrous(Other) None Detected Pink Frame Caulking Non-Fibrous 932103446-0003 Homogeneous Analyst(s) Christopher Richardson(2) Gerald lannuzzi,Laboratory Manager KhandakerAnam(3) or OtherApproved 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 EMSLAnalytical,Inc.Tampa,FL NVLAP Lab Code 6002150 Initial report from:11/11/2021 17:41:11 '11SB P1 r1+(,---_rBaltll8,...P1001 1 78 Printed:11/11/2021 5:41 PM Page 1 of 1 OrderTD: 932103446 3rS) cj,; ' W 3(N6 2700 Wet Cypress Creek Road, D122 GALLAGHER TFCHr,flCA1,5ERV1CLS F cart taUdeidale,Florida 33309 s,s f.7 gy, ,�&D4 BULK TRANSMITTAL FORM CHAIN OF CUSTODY CLIENTLTHC,.-Inc, PROJECT: Kew West Bv-the-Sea Cpnq2LBId Unit#llf CLIENT CONTACT: Joe Carroll PROJECT NUMBER: 2019-4642 DATE COLLECTED: 1.119.312012111 BILL GROUP/PHASE: IH/7ABIDPROCESS DATE SENT: It )o DATE VERBAL NEEDED:_ STOP AT FIRST POSITIVE: Y (6,) "(drdeone) DATE WRITTEN NEEDED: SAMPLE PREFIX SAMPLE NUMBER COLOR SAMPLE DESCRIPTION SAMPLE LOCATION. 2. 3. il Oivl A-1 4. 5. 6. 7. 10. 11. 12. 13. 14. 15. 16. 17. 1& 19. 20. CHAIN OF CUSTODY: DATE/TIME PRINT N AE/SIGNATURE PURPOSE '4;, I /o T A C' T—A C T A C= CoPection T=Transportation A=Analysis Paqe 1 Of 1 Mr.Steve Vecchi November 17, 2021 Appendix B APPENDIX B LICENSES AND CERTIFICATIONS Building B, Unit 405 `. O N u W .. 0 u � M 0 O LN + 4 Q O O \ LLn Imn v Ol fV`1V m 0) � 6 vt o LL w LL � C) A 54% 40- V � C coi Zt O O •may a� Q� a � � y U d N K NO L11 LLJ LL O O ~ Qn O h 0 LL 4- Cl It N V > A > Ad 70 Z O (10 Q a) J 0 N D w �^ �7 W CC w w N II s ' N /�,/r // 0 0 N / G l W N N // J ni a / / N i 4J All U •�= / Gj / / l % f� s W J +1 77 0 s +� J W LL �i/� > P41 aU LL i �r G 1LL i// Z J, 0 en LLI O s 4-J CQ a ~° /, r r ii� lr o e N L W `Jr ril/ / ij it r r�r/ 0 i / D/%% ` r��ia, a /ioi / //iir _ U �. _ f O � �� /r�r M r / /ram r DOS o N /� LL 0 LLI a W Q y 0 w V Q Q) a o W H wwrlww 'dIBR%hGk4,;p I kV ❑ �i1V4 off o-dti N _ I I waw xr. LL (, . 70 Z O w _ E Q a) J v 0 p VI C7 z V W = V) a� m p LUZ Q ;„ +0 r + Z wrf % ✓1llfl a� 0 �// r ` N U CV),r //� / '/ ,da r , �� 1�; J /�/�r /,QQ V � CuLLI LL prij d W S4-1 t / //r °i° /' / i/ / G O s irr, G r 1 l 1 / //%�l�r/ �, I/I/` }� 4-J LLI LL 10 N i LL J 07 /Z fB U 0 LU W i , J�� 1 ll/ i / rr Oo,r l Q r r c i L Q W F— �r l//�' / cu LL W � 0 Z o IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII > W c~ �_ C9 W •� c Q V) Q w 0 a = N 's o LLI H ❑ draw 'dIBR%hyµ,� V �i1V4 off o-dti N .ti cts Q. Q IC) N C\l ca LD C5 r, 0 LO N UJ ca cl Q :z—z Cl) 0 CO) C/) CO -te Ctl cts Q 40- Lm CO X- 421 co F—z %Waft Ct, Sp E (D C:L 0 0 ZZ CL -p-g r 0 (0) LL No IQ) C:z * Cd 0 P* *.;A z d CL Co ROL Wft o rA O LM 0 Q> co co ty) C1 c)4 co Nm to :3 co o P10S OF co National Voluntary , LrJ Laboratory Accreditation Program G �ArESr� SCOPE OF ACCREDITATION TO ISO/IEC 17025:2017 EMSL Analytical, Inc. - Tampa, FL 5700 Memorial Highway Suite 122 Tampa, FL 33615 Wyatt Brown Phone: 813-610-7180 Email: wbrown@emsi.com http://www.emsl.com ASBESTOS FIBER ANALYSIS NVLAP LAB CODE 600215-0 Bulk Asbestos Analysis Code Description 18/A01 EPA--40 CFR Appendix E to Subpart E of Part 763,Interim Method of the Determination of Asbestos in Bulk Insulation Samples 18/A03 EPA 600/R-93/116: Method for the Determination of Asbestos in Bulk Building Materials For the National Vo/unta L borat Accreditation Program Effective 2021-10-01 through 2022-09-30 Page 1 of 1 GALLAGHER TECHNICAL SERVICES BASSIET,..r December 6,2021 GBTS Project No. 2019-4642 Mr.Steve Vecchi THC, Inc. 3300 Breckinridge Boulevard Duluth,Georgia 30096 Subject: Limited Pre-Renovation Asbestos Su rveV Letter Report Noise Insulation Project Key West by the Sea—Building B,Unit 601 2601 N.Roosevelt Boulevard Key West,Florida 33040 Dear Mr.Vecchi, Gallagher Bassett Technical Services(GBTS),a division of Gallagher Bassett Services, Inc.,was retained by THC, Inc.(Client)to conduct a limited pre-renovation asbestos survey of the Key West by the Sea- Building B, Unit 601 (Subject Area), located at 2601 N. Roosevelt Boulevard in Key West, Florida 33040 (Subject Location).The survey was performed on November 17, 2021 by Mr. Richard Grupenhoff of GBTS who is a certified asbestos inspector under the Asbestos Hazard Emergency Response Act (AHERA). 1.0 PURPOSE The purpose of this limited survey was to identify the presence, extent and condition of asbestos- containing material(ACM)that may be impacted during planned renovation activities associated withthe Noise Insulation Project, in order to comply with National Emissions Standards for Hazardous Air Pollutants (NESHAP), Florida Department of Environmental Protection (FDEP) and other applicable local, state and/or federal regulations. 2.0 EXECUTIVE SUMMARY During the limited survey, GBTScollected a total of three (3) bulk samples from the following materials: • Grey drywall system • White/pink caulking Asbestos was NOT identified in amounts greater than 1% in the sampled materials, and therefore are NOT considered to be ACM by the Environmental Protection Agency(EPA). See Appendix A for the laboratory analysis report. 43SO W. Cypress Street,Suite 300 Tampa, Florida 33607 Office: 813-287-100S www.gallagherbassett.com Mr.Steve Vecchi December 6,2021 Page 2 3.0 ASBESTOS SURVEY METHOD GBTS'ssurvey was limited to suspect building materialsthat may be impacted during planned renovation activities,as defined by the Client. Each observed suspect material was described,quantified and assigned a homogenous area(HA) identification number. A sufficient number of bulk samples were collected from each observed suspect material. If bulk samples of the suspect material could not be collected during the survey due to restrictions, the suspect materials was assumed to be ACM. The methods used for bulk sample collection were based upon procedures established by the Code of Federal Regulations(CFR) Title 40 Part 763 Subpart E, Asbestos-Containing Materials in Schools; as well as the ASTM International (formerly known as American Society for Testing and Materials)standard E2356- 18, Standard Practice for Comprehensive Building Asbestos Surveys. 4.0 LABORATORY ANALYSIS METHOD Bulk samples collected were sent to EMSL Analytical, Inc.(EMSL)located in Tampa, Florida for analysis via Polarized Light Microscopy (PLM) guidelines and procedures established in the Method for the Determination of Asbestos in Bulk Building Materials(EPA-600/R-93-116 July, 1993). La boratory a na lysis results were reported as percent (%) asbestos by volume. EMSL is a National Voluntary Laboratory Accreditation Program(NVLAP)accredited laboratory.Samplesfound to contain greaterthan one percent (1%)asbestos by volume were considered "positive",and listed as ACM. 5.0 LIMITATIONS This limited asbestos survey report has been prepared by GBTS in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. No other warranty, expressed or implied is made. The purpose of this report is to assist the Owner and/or Client in locating ACM that may be impacted during planned renovation activities, and to determine appropriate response actions for identified ACM (if any). Under no circumstances is this report to be utilized by a third-partyfor bidding purposes and/or for project specifications without the expressed written consent of GBTS. This asbestos survey was limited to locations and/or specific building materials scheduled for renovation activities, as defined by the Client. It is possible that ACM may not have been discovered during the inspection due to inaccessibility or missing/incomplete plans. If suspect material is discovered after the issuance of this report, this material should be sampled and analyzed by a laboratory to determine asbestos content. Appropriate response actions should be initiated dependent upon laboratory analysis results. While the PLM analysis method is the most commonly accepted analytical method for detecting asbestos fibers in bulk materials, it is known to have limited resolution and may not detect extremelysmall asbestos fibers. Certain materials such as resilient vinyl floor tile (VFT) and rubberized gaskets may contain extremelyfine asbestos fibers that are beyond the resolution of PLM. Conclusions and recommendations presented in this report are based upon sample collection and laboratory analysis results in compliance with environmental regulations, as well as quality control and quality assurance standards. Conclusions and recommendations presented in this report were limited to conditions observed at the time of the inspection. Other conditions elsewhere in the Subject Area may Building B, Unit 601 Mr.Steve Vecchi December 6,2021 Page 3 differ from those in the inspected/surveyed areas.Such conditions are unknown, may change over time and have not been considered. This report was prepared solely for the Client's use, and was not intended for use by third-party beneficiaries. The Client shall indemnify and hold GBTS harmless against any/all liabilities for loss arising out of third-party work performed based on, relating to and/or reliance by the contents of this report. GBTSwill not be held responsible for the interpretation and/or use of data by others developed pursuant to the compilation of this report.GBTS does not warrant the use of segregated portions of this report. 6.0 SITE DESCRIPTION GBTS reviewed Client provided plans for the Noise Insulation Project in order to determine building materials likely to be impacted during the renovation. Upon review, GBTS designed this limited survey to include the interiordrywall system and associated caulking(s). 7.0 RESULTS Asbestos was NOT identified in amounts greater than 1% in thefollowing materials: • Grey drywall system • White/pink caulking 8.0 CONCLUSIONS AND RECOMMENDATIONS ACM was not identified during GBTS's limited pre-renovation survey. Therefore, no further asbestos- related action is recommended at this time. If other areas not previously inspected at the Subject Location are to be impacted during planned renovations, a pre-renovation asbestos survey of these areas will be required. If suspect building materialsare discovered after GBTS's limited survey, these materials should be sampled and analyzed to determine asbestos content,and appropriate responses should be initiated. Suspect materials discovered after this survey should be sampled and analyzed to determine asbestos content,and appropriate response actions should be initiated. The Florida Department of Environmental Protection (FDEP) does not require a notification of intent to renovate a structure that does not contain ACM. However,the general contractor should keep a copy of this limited pre-renovation survey report on-site during the entirety of the project as proof of compliance with 40 CFR 61 (NESHAP). Building B, Unit 601 Mr.Steve Vecchi December 6,2021 Page 4 GBTS appreciatesthe opportunity to provide THC, Inc.with environmental consulting services. If you have any questions or require further clarifications, please do not hesitate to contact us at(813) 287-1005. Prepared by, Reviewed by, William M.Titcomb John C. LeJeune,Jr.,CIH,LAC Senior Environmental Professional Senior Project Professional Gallagher B assett Se rvices,Inc. Gallagher B assett Se rvices,Inc. AH ERA Certified Asbestos I nspector Florida Licensed Asbestos Consultant#AX100 Appendix A—LaboratoryAnalysis Report Appendix B—Licenses and Certifications Building B, Unit 601 Mr.Steve Vecchi December 6,2021 Appendix A APPENDIX A LABORATORYANALYSIS REPORT Building B, Unit 601 EMSL Analytical, Inc. EMSL Order: 932103409 Customer ID: GBTT42 5700 Memorial Highway,Suite 122 Tampa,FL 33615 Customer PO: Tel/Fax:(813)280-8752/(813)280-8753 M http://www.EMSL.com/tampalab@emsl.com Project ID: Attention: Mike Sewell Phone: (813)287-1005 Gallagher Bassett Technical Services Fax: (813)287-8545 4350 West Cypress St, Suite 300 Received Date: 11/05/2021 10:10 AM Tampa, FL 33607 Analysis Date: 11/09/2021 Collected Date: 11/03/2021 Project: 2019-4642 Kew West By-The-Sea Condo: Bldg B Unit#601 IH/7ABIDPROCESS Test Report:Asbestos Analysis of Bulk Materials via EPA 600IR-931116 Method using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance %Fibrous %Non-Fibrous %Type 1-Drywall Bedroom Closet-Wall Brown/Gray 70%Cellulose 5%Gypsum None Detected -Grey Drywall Fibrous 25%Non-fibrous(Other) 932103409-0001 System Homogeneous 1-Joint Compound Bedroom Closet-Wall White 30%Ca Carbonate None Detected -Grey Drywall Non-Fibrous 70%Non-fibrous(Other) 932103409-000IA System Homogeneous 2-Joint Compound Bedroom Closet- White 20%Ca Carbonate None Detected Ceiling-Grey Drywall Non-Fibrous 80%Non-fibrous(Other) 932103409-0002 System Homogeneous No drywall present. 2-Tape Bedroom Closet- White 50%Cellulose 50%Non-fibrous(Other) None Detected Ceiling-Grey Drywall Fibrous 932103409-0002A System Homogeneous 3 Patio Door-White/ White/Pink 5%Quartz None Detected Pink Frame Caulking Non-Fibrous 95%Non-fibrous(Other) 932103409-0003 Homogeneous Analyst(s) Christopher Richardson(3) Gerald lannuzzi,Laboratory Manager KhandakerAnam(2) or OtherApproved 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 EMSLAnalytical,Inc.Tampa,FL NVLAP Lab Code 6002150 Report amended:12/08/2021 16:43:37 Replaces initial report from:11/09/2021 16:23:20 Reason Code:Client-Change to Appearance '11SB P1 r1+(,---_rBaltll8,...P1001 1 78 Printed:12/8/2021 4:46 PM Page 1 of 1 OrderlD: 932103409 93�) 10 -/D') 2700 West Cypress Creek Road,D122 GALLAGHER TECHNICAL SERVICES ForL Lauderdale,Florida 33309 BASSFTT 9p�,�1�` BULK TRANSMITTAL FORM CHAIN OF CUSTODY CLIENT: THC. Inc. PROJECT: Kew_West_By-the-Sea Condo: Bldg VUnit# CLIENT CONTACT: Joe Carroll PROJECT NUMBER: 2019-4642 DATE COLLECTED: 11/0312021 BILL GROUP/PHASE: IH17ABIDPROCESS 1 DATE SENT: DATE VERBAL NEEDE]: STOP AT FIRST POSITIVE: Y (circle one) DATE WRITTEN NEEDED: SAMPLE PREFIX SAMPLE NUMBER COLOR SAMPLE DfEjCRIPTION SAMPLE LOCATION 2. 3. _ L V` 4. v. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 1 S. 20. CHAIN OF CUSTODY: DATEITIME PRINT NAMEISIGNA URE PURPOSE 1 low �J� A C T A C=Collection T=Transp rtation A=Analysls Pace 1 of 1 Mr.Steve Vecchi December 6,2021 Appendix B APPENDIX B LICENSES AND CERTIFICATIONS Building B, Unit 601 `. O N u W .. 0 u � M 0 O LN + 4 Q O O \ LLn Imn v Ol fV`1V m 0) � 6 vt o LL w LL � C) A 54% 40- V � C coi Zt O O •may a� Q� a � � y U d N K NO L11 LLJ LL O O ~ Qn O h 0 LL 4- Cl It N V > A > Ad 70 Z O (10 Q a) J 0 N D w �^ �7 W CC w w N II s ' N /�,/r // 0 0 N / G l W N N // J ni a / / N i 4J All U •�= / Gj / / l % f� s W J +1 77 0 s +� J W LL �i/� > P41 aU LL i �r G 1LL i// Z J, 0 en LLI O s 4-J CQ a ~° /, r r ii� lr o e N L W `Jr ril/ / ij it r r�r/ 0 i / D/%% ` r��ia, a /ioi / //iir _ U �. _ f O � �� /r�r M r / /ram r DOS o N /� LL 0 LLI a W Q y 0 w V Q Q) a o W H wwrlww 'dIBR%hGk4,;p I kV ❑ �i1V4 off o-dti N _ I I waw xr. LL (, . 70 Z O w _ E Q a) J v 0 p VI C7 z V W = V) a� m p LUZ Q ;„ +0 r + Z wrf % ✓1llfl a� 0 �// r ` N U CV),r //� / '/ ,da r , �� 1�; J /�/�r /,QQ V � CuLLI LL prij d W S4-1 t / //r °i° /' / i/ / G O s irr, G r 1 l 1 / //%�l�r/ �, I/I/` }� 4-J LLI LL 10 N i LL J 07 /Z fB U 0 LU W i , J�� 1 ll/ i / rr Oo,r l Q r r c i L Q W F— �r l//�' / cu LL W � 0 Z o IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII > W c~ �_ C9 W •� c Q V) Q w 0 a = N 's o LLI H ❑ draw 'dIBR%hyµ,� V �i1V4 off o-dti N .ti cts Q. Q IC) N C\l ca LD C5 r, 0 LO N UJ ca cl Q :z—z Cl) 0 CO) C/) CO -te Ctl cts Q 40- Lm CO X- 421 co F—z %Waft Ct, Sp E (D C:L 0 0 ZZ CL -p-g r 0 (0) LL No IQ) C:z * Cd 0 P* *.;A z d CL Co ROL Wft o rA O LM 0 Q> co co ty) C1 c)4 co Nm to :3 co o P10S OF co National Voluntary , LrJ Laboratory Accreditation Program G �ArESr� SCOPE OF ACCREDITATION TO ISO/IEC 17025:2017 EMSL Analytical, Inc. - Tampa, FL 5700 Memorial Highway Suite 122 Tampa, FL 33615 Wyatt Brown Phone: 813-610-7180 Email: wbrown@emsi.com http://www.emsl.com ASBESTOS FIBER ANALYSIS NVLAP LAB CODE 600215-0 Bulk Asbestos Analysis Code Description 18/A01 EPA--40 CFR Appendix E to Subpart E of Part 763,Interim Method of the Determination of Asbestos in Bulk Insulation Samples 18/A03 EPA 600/R-93/116: Method for the Determination of Asbestos in Bulk Building Materials For the National Vo/unta L borat Accreditation Program Effective 2021-10-01 through 2022-09-30 Page 1 of 1 GALLAGHER TECHNICAL SERVICES SSI ,..r November 17, 2021 GBTS Project No. 2019-4642 Mr. Steve Vecchi THC, Inc. 3300 Breckinridge Boulevard Duluth, Georgia 30096 Subject: Limited Pre-Renovation Asbestos Survey Letter Report Noise Insulation Project Key West by the Sea—Building B, Unit 607 2601 N. Roosevelt Boulevard Key West, Florida 33040 Dear Mr.Vecchi, Gallagher Bassett Technical Services (GBTS), a division of Gallagher Bassett Services, Inc.,was retained by THC, Inc. (Client)to conduct a limited pre-renovation asbestos survey of the Key West by the Sea-Building B, Unit 607 (Subject Area), located at 2601 N. Roosevelt Boulevard in Key West, Florida 33040 (Subject Location).The survey was performed on November 3, 2021 by Mr. Richard Grupenhoff of GBTS who is a certified asbestos inspector under the Asbestos Hazard Emergency Response Act(AHERA). 1.0 PURPOSE The purpose of this limited survey was to identify the presence, extent and condition of asbestos- containing material (ACM)that may be impacted during planned renovation activities associated with the Noise Insulation Project, in order to comply with National Emissions Standards for Hazardous Air Pollutants (NESHAP), Florida Department of Environmental Protection (FDEP) and other applicable local, state and/or federal regulations. 2.0 EXECUTIVE SUMMARY During the limited survey, GBTS collected a total of four(4) bulk samples from suspect building materials planned for renovation. Results of the laboratory analysis are as follows: Asbestos was NOT identified the sampled materials, and therefore are IS NOT considered to be ACM by the EPA. White/pink caulking 4350 W. Cypress Street, Suite 300 Tampa, Florida 33607 Office: 813-287-1005 www.gallagherbassett.com Mr.Steve Vecchi November 17, 2021 Page 2 Asbestos was identified in amounts less than 1% in the following material, and therefore IS NOT considered to be ACM by the Environmental Protection Agency (EPA); however, the Occupational Safety and Health Administration (OSHA) considers materials with even trace amounts of asbestos as potentially hazardous to workers when exposed to airborne dust from these materials. Grey drywall system See Appendix A for the laboratory analysis report. 3.0 ASBESTOS SURVEY METHOD GBTS's survey was limited to suspect building materials that may be impacted during planned renovation activities,as defined by the Client. Each observed suspect material was described,quantified and assigned a homogenous area (HA) identification number.A sufficient number of bulk samples were collected from each observed suspect material. If bulk samples of the suspect material could not be collected during the survey due to restrictions, the suspect materials was assumed to be ACM. The methods used for bulk sample collection were based upon procedures established by the Code of Federal Regulations(CFR)Title 40 Part 763 Subpart E, Asbestos-Containing Materials in Schools; as well as the ASTM International (formerly known as American Society for Testing and Materials) standard E2356 - 18, Standard Practice for Comprehensive Building Asbestos Surveys. 4.0 LABORATORY ANALYSIS METHOD Bulk samples collected were sent to EMSL Analytical, Inc. (EMSL) located in Tampa, Florida for analysis via Polarized Light Microscopy (PLM) guidelines and procedures established in the Method for the Determination of Asbestos in Bulk Building Materials (EPA-600/R-93-116 July, 1993). Laboratory analysis results were reported as percent (%) asbestos by volume. EMSL is a National Voluntary Laboratory Accreditation Program (NVLAP)accredited laboratory.Samples found to contain greater than one percent (1%) asbestos by volume were considered "positive", and listed as ACM. 5.0 LIMITATIONS This limited asbestos survey report has been prepared by GBTS in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. No other warranty, expressed or implied is made. The purpose of this report is to assist the Owner and/or Client in locating ACM that may be impacted during planned renovation activities, and to determine appropriate response actions for identified ACM (if any). Under no circumstances is this report to be utilized by a third-party for bidding purposes and/or for project specifications without the expressed written consent of GBTS. This asbestos survey was limited to locations and/or specific building materials scheduled for renovation activities, as defined by the Client. It is possible that ACM may not have been discovered during the inspection due to inaccessibility or missing/incomplete plans. If suspect material is discovered after the issuance of this report, this material should be sampled and analyzed by a laboratory to determine asbestos content. Appropriate response actions should be initiated dependent upon laboratory analysis results. Building B, Unit 607 Mr.Steve Vecchi November 17, 2021 Page 3 While the PLM analysis method is the most commonly accepted analytical method for detecting asbestos fibers in bulk materials,it is known to have limited resolution and may not detect extremely small asbestos fibers. Certain materials such as resilient vinyl floor tile (VFT) and rubberized gaskets may contain extremely fine asbestos fibers that are beyond the resolution of PLM. Conclusions and recommendations presented in this report are based upon sample collection and laboratory analysis results in compliance with environmental regulations, as well as quality control and quality assurance standards. Conclusions and recommendations presented in this report were limited to conditions observed at the time of the inspection. Other conditions elsewhere in the Subject Area may differ from those in the inspected/surveyed areas. Such conditions are unknown, may change over time and have not been considered. This report was prepared solely for the Client's use, and was not intended for use by third-party beneficiaries. The Client shall indemnify and hold GBTS harmless against any/all liabilities for loss arising out of third-party work performed based on, relating to and/or reliance by the contents of this report. GBTS will not be held responsible for the interpretation and/or use of data by others developed pursuant to the compilation of this report. GBTS does not warrant the use of segregated portions of this report. 6.0 SITE DESCRIPTION GBTS reviewed Client provided plans for the Noise Insulation Project in order to determine building materials likely to be impacted during the renovation. Upon review, GBTS designed this limited survey to include the interior drywall system and associated caulking(s). 7.0 RESULTS Asbestos was NOT identified in amounts greater than 1% in the following materials: • Grey drywall system • White/pink caulking 8.0 CONCLUSIONS AND RECOMMENDATIONS The grey drywall system of the Subject Area was identified to contain trace amounts of asbestos; however, is not considered to be ACM. According to the EPA, materials with less than 1%asbestos content are not regulated as ACM; however, the Occupational Safety and Health Administration (OSHA) considers materials with even trace amounts of asbestos as potentially hazardous to workers when exposed to airborne dust from these materials. GBTS recommends that contractors performing this work follow OSHA requirements to use dust control methods in order to minimize the amount of asbestos fibers that may become airborne. GBTS also recommends that employees involved in this work wear appropriate respiratory protection and other personal protection equipment (PPE) as needed. An exposure assessment should be performed to determine if workers are being exposed to airborne asbestos fibers above the OSHA Permissible Exposure Limit (PEL)for airborne asbestos fibers. The Florida Department of Environmental Protection (FDEP) does not require a notification of intent to renovate a structure that does not contain ACM. However,the general contractor should keep a copy of Building B, Unit 607 Mr.Steve Vecchi November 17, 2021 Page 4 this limited pre-renovation survey report on-site during the entirety of the project as proof of compliance with 40 CFR 61 (NESHAP). Suspect materials discovered after this survey should be sampled and analyzed to determine asbestos content, and appropriate response actions should be initiated. GBTS appreciates the opportunity to provide THC, Inc.with environmental consulting services. If you have any questions or require further clarifications, please do not hesitate to contact us at (813) 287-1005. Prepared by, Reviewed by, ....................... William M.Titcomb John C. LeJeune,Jr.,CIH, LAC Senior Environmental Professional Senior Project Professional Gallagher Bassett Services, Inc. Gallagher Bassett Services, Inc. AHERA Certified Asbestos Inspector Florida Licensed Asbestos Consultant#AX100 Appendix A—Laboratory Analysis Report Appendix B—Licenses and Certifications Building B, Unit 607 Mr.Steve Vecchi November 17, 2021 Appendix A APPENDIX A LABORATORYANALY515 REPORT Building B, Unit 607 EMSL Analytical, Inc. EMSL Order: 932103448 Customer ID: GBTT42 5700 Memorial Highway,Suite 122 Tampa,FL 33615 Customer PO: Tel/Fax:(813)280-8752/(813)280-8753 M http://www.EMSL.com/tampalab@emsl.com Project ID: Attention: Mike Sewell Phone: (813)287-1005 Gallagher Bassett Technical Services Fax: (813)287-8545 4350 West Cypress St, Suite 300 Received Date: 11/05/2021 10:10 AM Tampa, FL 33607 Analysis Date: 11/11/2021 - 11/12/2021 Collected Date: 11/03/2021 Project: 2019-4642 Kew West By-the-Sea Condo: Bldg B Unit#607 IH/7ABIDPROCESS Test Report:Asbestos Analysis of Bulk Materials via EPA 600IR-931116 Method using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance %Fibrous %Non-Fibrous %Type 1 Closet-Ceiling-Grey Gray/White 30%Ca Carbonate <1% Chrysotile Drywall System Non-Fibrous 70%Non-fibrous(Other) 932103448-0001 Homogeneous No drywall present. 2-Drywall Closet-Wall-Grey Brown/Gray 10°%Cellulose 60%Gypsum None Detected Drywall System Fibrous 30%Non-fibrous(Other) 932103446-0002 Homogeneous 2-Joint Compound Closet-Wall-Grey White 20%Ca Carbonate None Detected Drywall System Non-Fibrous 80%Non-fibrous(Other) 932103446-0002A Homogeneous 3 Front Window- White/Pink 100%Non-fibrous(Other) None Detected White/Pink Frame Non-Fibrous 932103446-0003 Caulking Homogeneous 4 Patio Door-White/ White/Pink 100%Non-fibrous(Other) None Detected Pink Frame Caulking Non-Fibrous 932103448-0004 Homogeneous Analyst(s) Christopher Richardson(2) Gerald lannuzzi,Laboratory Manager KhandakerAnam(3) or OtherApproved 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 EMSLAnalytical,Inc.Tampa,FL NVLAP Lab Code 6002150 Initial report from:11/12/2021 09:41:02 '11SB P1 r1+(,---_rBaltll8,...P1001 1 78 Printed:11/12/2021 9:41 AM Page 1 of 1 OrderTD: 932103448 46,' 2 700 West Cypress rceek Road,D122 G-A[.L.A GHER TECW\HCN 15ERVICES Fort Lauderdale, Horida 33309 BASS�F'T'F BULK TRANSMITTAL FORM CHAIN OF CUSTODY CLIENT: THC Inc. PROJECT: Kew West -the-Sea Condo: BIdgi3 Unit# 60-7 CLIENT CONTACT: Joe Carroll PROJECT NUMBER: 2019-4642 DATE COLLECTED: 11/03/2021 BILL GROUPIPHASE: 1H/7ABIDPROCESS DATE SENT:— /0 DATE VERBAL NEEDED: STOP AT FIRST POSITIVE: Y (circle one) DATE WRITTEN NEEDED: SAMPLE PREFIX SAMPLE NUMBER COLOR SAMPLE DESCRIPTION SAMPLE LOCATION 2. J Ll 3. C7 4. dktLI'a 6.- 7. 9. 10, 11, 12. 11 14. 15. 16. 17. 18, 19. 20. CHAIN OF CUSTODY: DATE[TIME PRINT NAME/SIGNATURE 11�............. PURPOSE el /IV T A t4(41 WrZ74 C T A C f'�A C=Collection T=Transport afion A=Analysis Paqe 1 Of 1 Mr.Steve Vecchi November 17, 2021 Appendix B APPENDIX B LICENSES AND CERTIFICATIONS Building B, Unit 607 `. O N u W .. 0 u � M 0 O LN + 4 Q O O \ LLn Imn v Ol fV`1V m 0) � 6 vt o LL w LL � C) A 54% 40- V � C coi Zt O O •may a� Q� a � � y U d N K NO L11 LLJ LL O O ~ Qn O h 0 LL 4- Cl It N V > A > Ad 70 Z O (10 Q a) J 0 N D w �^ �7 W CC w w N II s ' N /�,/r // 0 0 N / G l W N N // J ni a / / N i 4J All U •�= / Gj / / l % f� s W J +1 77 0 s +� J W LL �i/� > P41 aU LL i �r G 1LL i// Z J, 0 en LLI O s 4-J CQ a ~° /, r r ii� lr o e N L W `Jr ril/ / ij it r r�r/ 0 i / D/%% ` r��ia, a /ioi / //iir _ U �. _ f O � �� /r�r M r / /ram r DOS o N /� LL 0 LLI a W Q y 0 w V Q Q) a o W H wwrlww 'dIBR%hGk4,;p I kV ❑ �i1V4 off o-dti N _ I I waw xr. LL (, . 70 Z O w _ E Q a) J v 0 p VI C7 z V W = V) a� m p LUZ Q ;„ +0 r + Z wrf % ✓1llfl a� 0 �// r ` N U CV),r //� / '/ ,da r , �� 1�; J /�/�r /,QQ V � CuLLI LL prij d W S4-1 t / //r °i° /' / i/ / G O s irr, G r 1 l 1 / //%�l�r/ �, I/I/` }� 4-J LLI LL 10 N i LL J 07 /Z fB U 0 LU W i , J�� 1 ll/ i / rr Oo,r l Q r r c i L Q W F— �r l//�' / cu LL W � 0 Z o IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII > W c~ �_ C9 W •� c Q V) Q w 0 a = N 's o LLI H ❑ draw 'dIBR%hyµ,� V �i1V4 off o-dti N .ti cts Q. Q IC) N C\l ca LD C5 r, 0 LO N UJ ca cl Q :z—z Cl) 0 CO) C/) CO -te Ctl cts Q 40- Lm CO X- 421 co F—z %Waft Ct, Sp E (D C:L 0 0 ZZ CL -p-g r 0 (0) LL No IQ) C:z * Cd 0 P* *.;A z d CL Co ROL Wft o rA O LM 0 Q> co co ty) C1 c)4 co Nm to :3 co o P10S OF co National Voluntary , LrJ Laboratory Accreditation Program G �ArESr� SCOPE OF ACCREDITATION TO ISO/IEC 17025:2017 EMSL Analytical, Inc. - Tampa, FL 5700 Memorial Highway Suite 122 Tampa, FL 33615 Wyatt Brown Phone: 813-610-7180 Email: wbrown@emsi.com http://www.emsl.com ASBESTOS FIBER ANALYSIS NVLAP LAB CODE 600215-0 Bulk Asbestos Analysis Code Description 18/A01 EPA--40 CFR Appendix E to Subpart E of Part 763,Interim Method of the Determination of Asbestos in Bulk Insulation Samples 18/A03 EPA 600/R-93/116: Method for the Determination of Asbestos in Bulk Building Materials For the National Vo/unta L borat Accreditation Program Effective 2021-10-01 through 2022-09-30 Page 1 of 1 GALLAGHER TECHNICAL SERVICES SSI ,..r November 17, 2021 GBTS Project No. 2019-4642 Mr. Steve Vecchi THC, Inc. 3300 Breckinridge Boulevard Duluth, Georgia 30096 Subject: Limited Pre-Renovation Asbestos Survey Letter Report Noise Insulation Project Key West by the Sea—Building B, Unit 611 2601 N. Roosevelt Boulevard Key West, Florida 33040 Dear Mr.Vecchi, Gallagher Bassett Technical Services (GBTS), a division of Gallagher Bassett Services, Inc.,was retained by THC, Inc. (Client)to conduct a limited pre-renovation asbestos survey of the Key West by the Sea-Building B, Unit 611 (Subject Area), located at 2601 N. Roosevelt Boulevard in Key West, Florida 33040 (Subject Location).The survey was performed on November 3, 2021 by Mr. Richard Grupenhoff of GBTS who is a certified asbestos inspector under the Asbestos Hazard Emergency Response Act(AHERA). 1.0 PURPOSE The purpose of this limited survey was to identify the presence, extent and condition of asbestos- containing material (ACM)that may be impacted during planned renovation activities associated with the Noise Insulation Project, in order to comply with National Emissions Standards for Hazardous Air Pollutants (NESHAP), Florida Department of Environmental Protection (FDEP) and other applicable local, state and/or federal regulations. 2.0 EXECUTIVE SUMMARY During the limited survey, GBTS collected a total of four(4) bulk samples from suspect building materials planned for renovation. Results of the laboratory analysis are as follows: Asbestos was NOT identified the sampled materials, and therefore are IS NOT considered to be ACM by the EPA. White/pink caulking 4350 W. Cypress Street, Suite 300 Tampa, Florida 33607 Office: 813-287-1005 www.gallagherbassett.com Mr.Steve Vecchi November 17, 2021 Page 2 Asbestos was identified in amounts less than 1% in the following material, and therefore IS NOT considered to be ACM by the Environmental Protection Agency (EPA); however, the Occupational Safety and Health Administration (OSHA) considers materials with even trace amounts of asbestos as potentially hazardous to workers when exposed to airborne dust from these materials. Grey drywall system See Appendix A for the laboratory analysis report. 3.0 ASBESTOS SURVEY METHOD GBTS's survey was limited to suspect building materials that may be impacted during planned renovation activities,as defined by the Client. Each observed suspect material was described,quantified and assigned a homogenous area (HA) identification number.A sufficient number of bulk samples were collected from each observed suspect material. If bulk samples of the suspect material could not be collected during the survey due to restrictions, the suspect materials was assumed to be ACM. The methods used for bulk sample collection were based upon procedures established by the Code of Federal Regulations(CFR)Title 40 Part 763 Subpart E, Asbestos-Containing Materials in Schools; as well as the ASTM International (formerly known as American Society for Testing and Materials) standard E2356 - 18, Standard Practice for Comprehensive Building Asbestos Surveys. 4.0 LABORATORY ANALYSIS METHOD Bulk samples collected were sent to EMSL Analytical, Inc. (EMSL) located in Tampa, Florida for analysis via Polarized Light Microscopy (PLM) guidelines and procedures established in the Method for the Determination of Asbestos in Bulk Building Materials (EPA-600/R-93-116 July, 1993). Laboratory analysis results were reported as percent (%) asbestos by volume. EMSL is a National Voluntary Laboratory Accreditation Program (NVLAP)accredited laboratory.Samples found to contain greater than one percent (1%) asbestos by volume were considered "positive", and listed as ACM. 5.0 LIMITATIONS This limited asbestos survey report has been prepared by GBTS in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. No other warranty, expressed or implied is made. The purpose of this report is to assist the Owner and/or Client in locating ACM that may be impacted during planned renovation activities, and to determine appropriate response actions for identified ACM (if any). Under no circumstances is this report to be utilized by a third-party for bidding purposes and/or for project specifications without the expressed written consent of GBTS. This asbestos survey was limited to locations and/or specific building materials scheduled for renovation activities, as defined by the Client. It is possible that ACM may not have been discovered during the inspection due to inaccessibility or missing/incomplete plans. If suspect material is discovered after the issuance of this report, this material should be sampled and analyzed by a laboratory to determine asbestos content. Appropriate response actions should be initiated dependent upon laboratory analysis results. Building B, Unit 611 Mr.Steve Vecchi November 17, 2021 Page 3 While the PLM analysis method is the most commonly accepted analytical method for detecting asbestos fibers in bulk materials,it is known to have limited resolution and may not detect extremely small asbestos fibers. Certain materials such as resilient vinyl floor tile (VFT) and rubberized gaskets may contain extremely fine asbestos fibers that are beyond the resolution of PLM. Conclusions and recommendations presented in this report are based upon sample collection and laboratory analysis results in compliance with environmental regulations, as well as quality control and quality assurance standards. Conclusions and recommendations presented in this report were limited to conditions observed at the time of the inspection. Other conditions elsewhere in the Subject Area may differ from those in the inspected/surveyed areas. Such conditions are unknown, may change over time and have not been considered. This report was prepared solely for the Client's use, and was not intended for use by third-party beneficiaries. The Client shall indemnify and hold GBTS harmless against any/all liabilities for loss arising out of third-party work performed based on, relating to and/or reliance by the contents of this report. GBTS will not be held responsible for the interpretation and/or use of data by others developed pursuant to the compilation of this report. GBTS does not warrant the use of segregated portions of this report. 6.0 SITE DESCRIPTION GBTS reviewed Client provided plans for the Noise Insulation Project in order to determine building materials likely to be impacted during the renovation. Upon review, GBTS designed this limited survey to include the interior drywall system and associated caulking(s). 7.0 RESULTS Asbestos was NOT identified in amounts greater than 1% in the following materials: • Grey drywall system • White/pink caulking 8.0 CONCLUSIONS AND RECOMMENDATIONS The grey drywall system located in the Subject Area was identified to contain trace amounts of asbestos; however,is not considered to be ACM.According to the EPA, materials with less than 1%asbestos content are not regulated as ACM; however,the Occupational Safety and Health Administration (OSHA)considers materials with even trace amounts of asbestos as potentially hazardous to workers when exposed to airborne dust from these materials.GBTS recommends that contractors performing this work follow OSHA requirements to use dust control methods in order to minimize the amount of asbestos fibers that may become airborne. GBTS also recommends that employees involved in this work wear appropriate respiratory protection and other personal protection equipment (PPE) as needed. An exposure assessment should be performed to determine if workers are being exposed to airborne asbestos fibers above the OSHA Permissible Exposure Limit (PEL)for airborne asbestos fibers. The Florida Department of Environmental Protection (FDEP) does not require a notification of intent to renovate a structure that does not contain ACM. However,the general contractor should keep a copy of Building B, Unit 611 Mr.Steve Vecchi November 17, 2021 Page 4 this limited pre-renovation survey report on-site during the entirety of the project as proof of compliance with 40 CFR 61 (NESHAP). Suspect materials discovered after this survey should be sampled and analyzed to determine asbestos content, and appropriate response actions should be initiated. GBTS appreciates the opportunity to provide THC, Inc.with environmental consulting services. If you have any questions or require further clarifications, please do not hesitate to contact us at (813) 287-1005. Prepared by, Reviewed by, ....................... William M.Titcomb John C. LeJeune,Jr.,CIH, LAC Senior Environmental Professional Senior Project Professional Gallagher Bassett Services, Inc. Gallagher Bassett Services, Inc. AHERA Certified Asbestos Inspector Florida Licensed Asbestos Consultant#AX100 Appendix A—Laboratory Analysis Report Appendix B—Licenses and Certifications Building B, Unit 611 Mr.Steve Vecchi November 17, 2021 Appendix A APPENDIX A LABORATORYANALY515 REPORT Building B, Unit 611 EMSL Analytical, Inc. EMSL Order: 932103447 Customer ID: GBTT42 5700 Memorial Highway,Suite 122 Tampa,FL 33615 Customer PO: Tel/Fax:(813)280-8752/(813)280-8753 M http://www.EMSL.com/tampalab@emsl.com Project ID: Attention: Mike Sewell Phone: (813)287-1005 Gallagher Bassett Technical Services Fax: (813)287-8545 4350 West Cypress St, Suite 300 Received Date: 11/05/2021 10:10 AM Tampa, FL 33607 Analysis Date: 11/11/2021 Collected Date: 11/03/2021 Project: 2019-4642 Kew West By-the-Sea Condo: Bldg B Unit#611 IH/7ABIDPROCESS Test Report:Asbestos Analysis of Bulk Materials via EPA 600IR-931116 Method using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance %Fibrous %Non-Fibrous %Type 1-Drywall Kitchen Closet- Brown/White 10%Cellulose 65%Gypsum None Detected Ceiling-Grey Drywall Fibrous 25%Non-fibrous(Other) 932103447-0001 System Homogeneous 1-Joint Compound Kitchen Closet- White 20%Ca Carbonate <1% Chrysotile Ceiling-Grey Drywall Non-Fibrous 80%Non-fibrous(Other) 932103447-000IA System Homogeneous 1-Tape Kitchen Closet- White 90%Cellulose 10%Non-fibrous(Other) None Detected Ceiling-Grey Drywall Fibrous 932103447-00016 System Homogeneous 2 Kitchen Closet-Wall- White 25%Ca Carbonate <1% Chrysotile Grey Drywall System Non-Fibrous 75%Non-fibrous(Other) 932103447-0002 Homogeneous No drywall present. 3 Front Door--White White/Pink 100%Non-fibrous(Other) None Detected Frame Caulking Non-Fibrous 932103447-0003 Homogeneous 4 Front Window-White Pink 100%Non-fibrous(Other) None Detected Frame Caulking Non-Fibrous 932103447-0004 Homogeneous Analyst(s) Christopher Richardson(4) Gerald lannuzzi,Laboratory Manager KhandakerAnam(2) or OtherApproved 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 EMSLAnalytical,Inc.Tampa,FL NVLAP Lab Code 6002150 Initial report from:11/11/2021 17:58:24 '11SB P1 r1+(,---_rBaltll8,...P1001 1 78 Printed:11/11/2021 5:58 PM Page 1 of 1 OrderTD: 932103447 46-11 3 2 700 Wes t ypress Creek Road,D122 c) (D q C I GALLAG HER u(,HrflCA E:RV IC„L,01' 620 Fort Laudeniale,Floi ida 33309 BAS,SET'l �� 01c), BULK TRANSMITTAL FORM CHAIN OF CUSTODY CLIENTLTHC,Inc. PROJECT: Kew West Bv-the-Sea Cond�. Bld�OUp Lt# �P CLIENT CONTACT: Joe Carroll PROJECT NUMBER: 2019-4642 DATE COLLECTED:— 11103/2021 BILL GROUP/PHASE: IH/7ABIDPROCESS DATE SENT:— /o q, DATE VERBAL NEEDED: + STOP AT FIRST POSITIVE': (cirde one) DATE WR ITTEN NEEDED:_g '- SAMPLE PREFIX SAMPLE NUMBER COLOR SAMPLE D RIP'TION SAMPLE LOCATION 2. Ll lz 3. a2 "1" 4. b" 11, ............... 6, ................ 7. 9. 10. 11. 12, 1 . 14. 1 Via. 16. 17. 18. 19. 20. CHAIN OF CUSTODY: DATE/TIME PRINT NAME/SIGNATURE PURPOSE T A A C T A C= Collection T='T'ra rasp ortation A=Analysis c c�,A, Paqe 1 Of 1 Mr.Steve Vecchi November 17, 2021 Appendix B APPENDIX B LICENSES AND CERTIFICATIONS Building B, Unit 611 `. O N u W .. 0 u � M 0 O LN + 4 Q O O \ LLn Imn v Ol fV`1V m 0) � 6 vt o LL w LL � C) A 54% 40- V � C coi Zt O O •may a� Q� a � � y U d N K NO L11 LLJ LL O O ~ Qn O h 0 LL 4- Cl It N V > A > Ad 70 Z O (10 Q a) J 0 N D w �^ �7 W CC w w N II s ' N /�,/r // 0 0 N / G l W N N // J ni a / / N i 4J All U •�= / Gj / / l % f� s W J +1 77 0 s +� J W LL �i/� > P41 aU LL i �r G 1LL i// Z J, 0 en LLI O s 4-J CQ a ~° /, r r ii� lr o e N L W `Jr ril/ / ij it r r�r/ 0 i / D/%% ` r��ia, a /ioi / //iir _ U �. _ f O � �� /r�r M r / /ram r DOS o N /� LL 0 LLI a W Q y 0 w V Q Q) a o W H wwrlww 'dIBR%hGk4,;p I kV ❑ �i1V4 off o-dti N _ I I waw xr. LL (, . 70 Z O w _ E Q a) J v 0 p VI C7 z V W = V) a� m p LUZ Q ;„ +0 r + Z wrf % ✓1llfl a� 0 �// r ` N U CV),r //� / '/ ,da r , �� 1�; J /�/�r /,QQ V � CuLLI LL prij d W S4-1 t / //r °i° /' / i/ / G O s irr, G r 1 l 1 / //%�l�r/ �, I/I/` }� 4-J LLI LL 10 N i LL J 07 /Z fB U 0 LU W i , J�� 1 ll/ i / rr Oo,r l Q r r c i L Q W F— �r l//�' / cu LL W � 0 Z o IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII > W c~ �_ C9 W •� c Q V) Q w 0 a = N 's o LLI H ❑ draw 'dIBR%hyµ,� V �i1V4 off o-dti N .ti cts Q. Q IC) N C\l ca LD C5 r, 0 LO N UJ ca cl Q :z—z Cl) 0 CO) C/) CO -te Ctl cts Q 40- Lm CO X- 421 co F—z %Waft Ct, Sp E (D C:L 0 0 ZZ CL -p-g r 0 (0) LL No IQ) C:z * Cd 0 P* *.;A z d CL Co ROL Wft o rA O LM 0 Q> co co ty) C1 c)4 co Nm to :3 co o P10S OF co National Voluntary , LrJ Laboratory Accreditation Program G �ArESr� SCOPE OF ACCREDITATION TO ISO/IEC 17025:2017 EMSL Analytical, Inc. - Tampa, FL 5700 Memorial Highway Suite 122 Tampa, FL 33615 Wyatt Brown Phone: 813-610-7180 Email: wbrown@emsi.com http://www.emsl.com ASBESTOS FIBER ANALYSIS NVLAP LAB CODE 600215-0 Bulk Asbestos Analysis Code Description 18/A01 EPA--40 CFR Appendix E to Subpart E of Part 763,Interim Method of the Determination of Asbestos in Bulk Insulation Samples 18/A03 EPA 600/R-93/116: Method for the Determination of Asbestos in Bulk Building Materials For the National Vo/unta L borat Accreditation Program Effective 2021-10-01 through 2022-09-30 Page 1 of 1 GALLAGHER TECHNICAL SERVICES SSI ,..r November 17, 2021 GBTS Project No. 2019-4642 Mr. Steve Vecchi THC, Inc. 3300 Breckinridge Boulevard Duluth, Georgia 30096 Subject: Limited Pre-Renovation Asbestos Survey Letter Report Noise Insulation Project Key West by the Sea—Building C, Unit 115 2601 N. Roosevelt Boulevard Key West, Florida 33040 Dear Mr.Vecchi, Gallagher Bassett Technical Services (GBTS), a division of Gallagher Bassett Services, Inc.,was retained by THC, Inc. (Client)to conduct a limited pre-renovation asbestos survey of the Key West by the Sea-Building C, Unit 115 (Subject Area), located at 2601 N. Roosevelt Boulevard in Key West, Florida 33040 (Subject Location).The survey was performed on November 17, 2021 by Mr. Richard Grupenhoff of GBTS who is a certified asbestos inspector under the Asbestos Hazard Emergency Response Act (AHERA). 1.0 PURPOSE The purpose of this limited survey was to identify the presence, extent and condition of asbestos- containing material (ACM)that may be impacted during planned renovation activities associated with the Noise Insulation Project, in order to comply with National Emissions Standards for Hazardous Air Pollutants (NESHAP), Florida Department of Environmental Protection (FDEP) and other applicable local, state and/or federal regulations. 2.0 EXECUTIVE SUMMARY During the limited survey, GBTS collected a total of four(4) bulk samples from the following materials: • Grey drywall system • White/pink caulking Asbestos was NOT identified in amounts greater than 1% in the sampled materials, and therefore are NOT considered to be ACM by the Environmental Protection Agency (EPA). See Appendix A for the laboratory analysis report. 4350 W. Cypress Street, Suite 300 Tampa, Florida 33607 Office: 813-287-1005 www.gallagherbassett.com Mr.Steve Vecchi November 17, 2021 Page 2 3.0 ASBESTOS SURVEY METHOD GBTS's survey was limited to suspect building materials that may be impacted during planned renovation activities,as defined by the Client. Each observed suspect material was described,quantified and assigned a homogenous area (HA) identification number.A sufficient number of bulk samples were collected from each observed suspect material. If bulk samples of the suspect material could not be collected during the survey due to restrictions, the suspect materials was assumed to be ACM. The methods used for bulk sample collection were based upon procedures established by the Code of Federal Regulations(CFR)Title 40 Part 763 Subpart E, Asbestos-Containing Materials in Schools; as well as the ASTM International (formerly known as American Society for Testing and Materials) standard E2356 - 18, Standard Practice for Comprehensive Building Asbestos Surveys. 4.0 LABORATORY ANALYSIS METHOD Bulk samples collected were sent to EMSL Analytical, Inc. (EMSL) located in Tampa, Florida for analysis via Polarized Light Microscopy (PLM) guidelines and procedures established in the Method for the Determination of Asbestos in Bulk Building Materials (EPA-600/R-93-116 July, 1993). Laboratory analysis results were reported as percent (%) asbestos by volume. EMSL is a National Voluntary Laboratory Accreditation Program (NVLAP)accredited laboratory.Samples found to contain greater than one percent (1%) asbestos by volume were considered "positive', and listed as ACM. 5.0 LIMITATIONS This limited asbestos survey report has been prepared by GBTS in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. No other warranty, expressed or implied is made. The purpose of this report is to assist the Owner and/or Client in locating ACM that may be impacted during planned renovation activities, and to determine appropriate response actions for identified ACM (if any). Under no circumstances is this report to be utilized by a third-party for bidding purposes and/or for project specifications without the expressed written consent of GBTS. This asbestos survey was limited to locations and/or specific building materials scheduled for renovation activities, as defined by the Client. It is possible that ACM may not have been discovered during the inspection due to inaccessibility or missing/incomplete plans. If suspect material is discovered after the issuance of this report, this material should be sampled and analyzed by a laboratory to determine asbestos content. Appropriate response actions should be initiated dependent upon laboratory analysis results. While the PLM analysis method is the most commonly accepted analytical method for detecting asbestos fibers in bulk materials,it is known to have limited resolution and may not detect extremely small asbestos fibers. Certain materials such as resilient vinyl floor tile (VFT) and rubberized gaskets may contain extremely fine asbestos fibers that are beyond the resolution of PLM. Conclusions and recommendations presented in this report are based upon sample collection and laboratory analysis results in compliance with environmental regulations, as well as quality control and quality assurance standards. Conclusions and recommendations presented in this report were limited to conditions observed at the time of the inspection. Other conditions elsewhere in the Subject Area may Building C, Unit 115 Mr.Steve Vecchi November 17, 2021 Page 3 differ from those in the inspected/surveyed areas. Such conditions are unknown, may change over time and have not been considered. This report was prepared solely for the Client's use, and was not intended for use by third-party beneficiaries. The Client shall indemnify and hold GBTS harmless against any/all liabilities for loss arising out of third-party work performed based on, relating to and/or reliance by the contents of this report. GBTS will not be held responsible for the interpretation and/or use of data by others developed pursuant to the compilation of this report. GBTS does not warrant the use of segregated portions of this report. 6.0 SITE DESCRIPTION GBTS reviewed Client provided plans for the Noise Insulation Project in order to determine building materials likely to be impacted during the renovation. Upon review, GBTS designed this limited survey to include the interior drywall system and associated caulking(s). 7.0 RESULTS Asbestos was NOT identified in amounts greater than 1% in the following materials: • Grey drywall system • White/pink caulking 8.0 CONCLUSIONS AND RECOMMENDATIONS ACM was not identified during GBTS's limited pre-renovation survey. Therefore, no further asbestos- related action is recommended at this time. If other areas not previously inspected at the Subject Location are to be impacted during planned renovations, a pre-renovation asbestos survey of these areas will be required. If suspect building materials are discovered after GBTS's limited survey, these materials should be sampled and analyzed to determine asbestos content, and appropriate responses should be initiated. Suspect materials discovered after this survey should be sampled and analyzed to determine asbestos content, and appropriate response actions should be initiated. The Florida Department of Environmental Protection (FDEP) does not require a notification of intent to renovate a structure that does not contain ACM. However,the general contractor should keep a copy of this limited pre-renovation survey report on-site during the entirety of the project as proof of compliance with 40 CFR 61 (NESHAP). Building C, Unit 115 Mr.Steve Vecchi November 17, 2021 Page 4 GBTS appreciates the opportunity to provide THC, Inc.with environmental consulting services. If you have any questions or require further clarifications, please do not hesitate to contact us at (813) 287-1005. Prepared by, Reviewed by, William M.Titcomb John C. LeJeune,Jr.,CIH, LAC Senior Environmental Professional Senior Project Professional Gallagher Bassett Services, Inc. Gallagher Bassett Services, Inc. AHERA Certified Asbestos Inspector Florida Licensed Asbestos Consultant#AX100 Appendix A—Laboratory Analysis Report Appendix B—Licenses and Certifications Building C, Unit 115 Mr.Steve Vecchi November 17, 2021 Appendix A APPENDIX A LABORATORYANALY515 REPORT Building C, Unit 115 EMSL Analytical, Inc. EMSL Order: 932103445 Customer ID: GBTT42 5700 Memorial Highway,Suite 122 Tampa,FL 33615 Customer PO: Tel/Fax:(813)280-8752/(813)280-8753 M http://www.EMSL.com/tampalab@emsl.com Project ID: Attention: Mike Sewell Phone: (813)287-1005 Gallagher Bassett Technical Services Fax: (813)287-8545 4350 West Cypress St, Suite 300 Received Date: 11/05/2021 10:10 AM Tampa, FL 33607 Analysis Date: 11/11/2021 Collected Date: 11/03/2021 Project: 2019-4642 Kew West By-the-Sea Condo: Bldg C Unit#115 IH/7ABIDPROCESS Test Report:Asbestos Analysis of Bulk Materials via EPA 600IR-931116 Method using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance %Fibrous %Non-Fibrous %Type 1-Joint Compound MBRM Closet-Ceiling White 30%Ca Carbonate None Detected -Grey Drywall Non-Fibrous 70%Non-fibrous(Other) 932103445-0001 System Homogeneous No drywall present. 1-Tape MBRM Closet-Ceiling White 90°%Cellulose 10%Non-fibrous(Other) None Detected -Grey Drywall Fibrous 932103445-0001A System Homogeneous No drywall present. 2-Drywall MBRM Closet-Wall- Brown/Gray 10%Cellulose 60%Gypsum None Detected Grey Drywall System Fibrous 30%Non-fibrous(Other) 932103445-0002 Homogeneous 2-Joint Compound MBRM Closet-Wall- White 25%Ca Carbonate None Detected Grey Drywall System Non-Fibrous 75%Non-fibrous(Other) 932103445-0002A Homogeneous 2-Tape MBRM Closet-Wall- White/Beige 60%Cellulose 40%Non-fibrous(Other) None Detected Grey Drywall System Fibrous 932103445-0002B Homogeneous 3 Front Door-White/ White/Pink 100%Non-fibrous(Other) None Detected Pink Frame Caulking Non-Fibrous 932103445-0003 Homogeneous 4 Patio Door-White/ White/Pink 100%Non-fibrous(Other) None Detected Pink Frame Caulking Non-Fibrous 932103445-0004 Homogeneous Analyst(s) Christopher Richardson(3) Gerald lannuzzi,Laboratory Manager KhandakerAnam(4) or OtherApproved 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 EMSLAnalytical,Inc.Tampa,FL NVLAP Lab Code 6002150 Initial report from:11/11/2021 17:52:59 '11SB P1 r1+(,---_rBaltll8,...P1001 1 78 Printed:11/11/2021 5:52 PM Page 1 of 1 OrderTD: 932103445 l4r, C -- ,S: 2700 West Cypress Creek Road,1)122 GALLAGHER IT0-0,41CAL SERVICE, Fort LaudercUe, Ficnida 33309 BULK TRANSMITTAL, FORM CHAIN OF CUSTODY CLIENT:-THC,Inc. PROJECT: Kew West Bv-the-Sea Condo: gjg_cL(�-�Dni!# CLIENT CONTACT: Joe Carroll PROJECT NUMBER: 2019-4642 DATE COLLECTED: 11/03/2021 BILL GROUP/PHASE: IH17ABIDPROCESS ENT: WO-1 DATE S 44 DATE VERBAL NEEDED: STOP AT FIRST POSITIVE: Y (circle one) DATE WRITTEN NEEDED: SAMPLE PREFIX SAMPLE NUMBER COLOR SAMPLE ESCRIPTION SAMPLE LOCATION 2.- 3.— 4. c(,c;o r 6. 7. 8 11. 12. 13,. 14. 1& 16. 17. 18. 19. 20. CHAIN OF CUSTODY: DATEITIME PRINT NAM bSlG�,AT-URE- '-- PURPOSE qjjt�l r ,12-4 C 4-TI A C T A C=Collection T=Transporlation A=Analysis Paqe 1 Of 1 Mr.Steve Vecchi November 17, 2021 Appendix B APPENDIX B LICENSES AND CERTIFICATIONS Building C, Unit 115 `. 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LL (, . 70 Z O w _ E Q a) J v 0 p VI C7 z V W = V) a� m p LUZ Q ;„ +0 r + Z wrf % ✓1llfl a� 0 �// r ` N U CV),r //� / '/ ,da r , �� 1�; J /�/�r /,QQ V � CuLLI LL prij d W S4-1 t / //r °i° /' / i/ / G O s irr, G r 1 l 1 / //%�l�r/ �, I/I/` }� 4-J LLI LL 10 N i LL J 07 /Z fB U 0 LU W i , J�� 1 ll/ i / rr Oo,r l Q r r c i L Q W F— �r l//�' / cu LL W � 0 Z o IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII > W c~ �_ C9 W •� c Q V) Q w 0 a = N 's o LLI H ❑ draw 'dIBR%hyµ,� V �i1V4 off o-dti N .ti cts Q. Q IC) N C\l ca LD C5 r, 0 LO N UJ ca cl Q :z—z Cl) 0 CO) C/) CO -te Ctl cts Q 40- Lm CO X- 421 co F—z %Waft Ct, Sp E (D C:L 0 0 ZZ CL -p-g r 0 (0) LL No IQ) C:z * Cd 0 P* *.;A z d CL Co ROL Wft o rA O LM 0 Q> co co ty) C1 c)4 co Nm to :3 co o P10S OF co National Voluntary , LrJ Laboratory Accreditation Program G �ArESr� SCOPE OF ACCREDITATION TO ISO/IEC 17025:2017 EMSL Analytical, Inc. - Tampa, FL 5700 Memorial Highway Suite 122 Tampa, FL 33615 Wyatt Brown Phone: 813-610-7180 Email: wbrown@emsi.com http://www.emsl.com ASBESTOS FIBER ANALYSIS NVLAP LAB CODE 600215-0 Bulk Asbestos Analysis Code Description 18/A01 EPA--40 CFR Appendix E to Subpart E of Part 763,Interim Method of the Determination of Asbestos in Bulk Insulation Samples 18/A03 EPA 600/R-93/116: Method for the Determination of Asbestos in Bulk Building Materials For the National Vo/unta L borat Accreditation Program Effective 2021-10-01 through 2022-09-30 Page 1 of 1 + tl fi Ravi A ak i Dboae February 5, 2018 EE&G Project#2016-4323 Mr. Steve Vecchi THC, Inc. 1755 North Brown Road Lawrenceville, GA 30043 Subject: Asbestos Pre-Renovation Survey Unit C211 Noise Insulation Project Key West by the Sea 2601 South Roosevelt Boulevard Key West, FL 33040 Dear Mr. Vecchi: EE&G Environmental Services, LLC (EE&G) was retained by THC, Inc. (Client) to conduct an asbestos survey of Unit C211 (Subject Area) of the Key West by the Sea condominium building located at 2601 South Roosevelt Boulevard in Key West, Florida. The survey was performed on December 13, 2017 by Hiram Aguiar of EE&G (certified under the Asbestos Hazard Emergency Response Act, (AHERA). The purpose of this asbestos survey was to identify the presence, extent, and condition of asbestos-containing materials (ACM) that may be impacted as a result of planned renovations for compliance with the Environmental Protection Agency (EPA) National Emissions Standards for Hazardous Air Pollutants (NESHAP), Monroe County and applicable State and Federal Guidelines. METHODS The specified interior and exterior building materials were inspected for suspect ACM, unless otherwise noted. Each observed suspect material was described and sampled. Samples were collected according to procedures established by EPA in 40 CFR 763. Samples were sent to American Asbestos Laboratories in Tampa, Florida for analysis. Upon arrival at the laboratory, the samples were logged-in and stored for analysis. Analyses were performed using the polarized light microscopy (PLM) method of asbestos detection using guidelines and procedures established in the Method for the Determination of Asbestos in Bulk Building Materials (EPA-600/R-93-116 July, 1993). Results were provided as percent (%) asbestos by volume. Samples found to contain greater than 1% asbestos were considered positive and listed as ACM. LIMITATIONS OF SURVEY This asbestos inspection report has been prepared by EE&G in a manner consistent with industry standards exercised by members of the profession practicing under similar conditions. No other warranty, expressed or implied is made. The intent of this survey report is to assist the owner or client in locating ACM. Under no circumstances is this survey to be utilized as a proposal or a project specification document without the expressed written consent of EE&G. The survey was conducted to identify suspect ACM in accessible interior and exterior areas of the subject area. If other areas at this location are to be impacted during planned or future renovations, a separate asbestos survey of these areas will be required. Some ACM may not have been discovered due to inaccessibility or missing/incomplete plans. Suspect materials 1u;trru V1 1 h0UII"IEl Orlando T ,nipe), Mr. Steve Vecchi THC, Inc. February 5, 2018 Page 2 discovered subsequent to the issue of this survey report should be sampled and analyzed to determine asbestos content and to initiate appropriate responses. Analyses were carried out by PLM. While the most commonly accepted analytical method for detecting asbestos in bulk materials, PLM is known to have limited resolution and may not detect extremely small asbestos fibers. Certain materials, notably vinyl floor tiles, may contain extremely fine asbestos fibers that are beyond the resolution of PLM. EE&G's interpretations and recommendations are based upon the results of sample collection and analyses in compliance with environmental regulations, quality control and assurance standards, and the scope of work as indicated in EE&G's proposal. The results, conclusions, and recommendations contained in this report pertain to conditions observed at the time of the survey. Other conditions elsewhere in the subject building(s) may differ from those in the inspected/surveyed locations and, such conditions are unknown, may change over time, and have not been considered. This report was prepared solely for the use of EE&G's client, and is not intended for use by third party beneficiaries. The client shall indemnify and hold EE&G harmless against liability for loss arising out of or relating to reliance by a third party on work performed thereunder, or the contents of this report. EE&G will not be held responsible for the interpretation or use by others of data developed pursuant to the compilation of this report, or for use of segregated portions of this report. SURVEY AREA DESCRIPTION AND OBSERVATIONS Unit C211 Noise Insulation Project The interior walls and ceilings were observed to be finished with painted drywall system. The floor of subject unit (concrete slab construction) is not to be impacted as part of the noise insulation project and therefore was not included as part of this survey. The heating, ventilation and air conditioning (HVAC) was observed to be wall mounted units. No suspect HAVAC mastic was observed. Plumbing components were observed not to be insulated with suspect material. EE&G reviewed Client provided plans for the Noise Insulation Project (attached) in order to determine building materials likely to be impacted during the renovation. Upon review, EE&G designed this survey to include and be limited to sampling of the interior walls, ceilings, HVAC, windows, and doors. RESULTS The results of the PLM analyses and assessment of suspect ACM are as follows: Asbestos-containing materials (ACM) ACM was not identified in the materials sampled that may be impacted by the planned renovations. KWBTS UNIT C 211 Mr. Steve Vecchi THC, Inc. February 5, 2018 Page 3 Nonasbestos-containing materials Asbestos was not detected in the following materials: White drywall system. • White exterior caulking (windows & doors) The original laboratory report is attached CONCLUSIONS ACM was not detected in the samples collected within the scope of work of this Noise Insulation project of condo unit C211; therefore, no further asbestos-related action is required at this time. If other specific areas at this location are to be impacted during planned renovations or future renovations, an asbestos survey of these areas will be required. Suspect materials discovered after this inspection (should be sampled and analyzed to determine asbestos content and to initiate appropriate responses. Notification to the Florida Department of Environmental Protection (FDEP) of intent to renovate is not necessary, however, the general contractor should have a copy of this survey at the site during the entire project as proof of compliance with 40 CFR 61 (NESHAP). EE&G appreciates the opportunity to provide you and your organization with environmental consulting services. If you have any questions or require further clarifications, please do not hesitate to contact us at (305) 374-8300. Sincerely, Reviewed by Certified AHERA Building Inspector Jay W. Sall, CIH Senior Project Professional, EE&G IH Practice Director, EE&G Asbestos Consultant#AX0000011 Attachments KWBTS UNIT C 211 Mr. Steve Vecchi THC, Inc. February 5, 2018 Attachments PLM LABORATORY RESULTS KWBTS UNIT C 211 AAL Thursday, Feb 12018, 1:23 PM American Asbestos Laboratories REPORT SENT THC, INC PREPARED AAL TO: 1755 N. BROWN ROAD BY. Asbestos Depai-tmeiit LAURENCEVILLE, GA 30043 5005 WEST LAUREL STREET STEVE VECCHI SUITE 110 TAMPA, FL 33607 Phone: 770-623-0520 F,ax: NVLAP Lab Code 101775 Einail. (813) 287-1005 Thank you for your business. Analysis: Polarized Light Microscopy (PLM) with dispersion staining techniques according to the United States (US) Environmental Protection Agency (EPA) 'Method for the Determination of Asbestos in Bulk Building Materials', EPA1600IR-93-116, July 1993. Sample Type: BULK Date in: Tuesday, December 19, 2017 # of Samples: 5 Date out: Thursday, Feb 1 2018 Transported: FEDEX GROUND Work Order# T]801048 Sampled by: HIRAM AGUIAR AAL Project# 2016-4323 Received by: KIA Project: KEY WEST BYTHE SEA UNITC211 /IN Ir "4 ............ AuthorizedAnalysl Laboratory Manager KHANDAKER ANAM KHANDAKER ANAM Due to the small size of asbestos fibers associated with vinyl floor tiles, TEM analysis is recommended for all floor tiles containing 0% or no detectable asbestos by visual estimation. This report may not be reproduced except in full,without the written approval of AAL. AAL will not be held responsible for the use of its reports issued in part to third parties or authorized agents of the client. This report shall not be used by the client to claim product endorsement by NVLAP nor any agency of the United States Government. All NVLAP reports displaying NVLAP logo must have at least one signature to be valid. The following analytical results presented in this report pertain only to the samples analyzed. American Asbestos Laboratories assumes no responsibility for whether the samples accurately represent the material in question Q b3 0 CL 00 C: if LLJ it > C M If co s U) w uj L;j CL -j F. v4 sn V) 11z -c :31 0 L: 0 0 < F- V) it -0 Ln < d L) co -j L) I C4, < 0 L: _9 75 LL ro 0 ci U) -5 r It E Lu II < II (D C) O m Q > 2 :E uj 0 m It a) 6 it V) X u z < if E m ry LL 0 II CD �2 -0 UJ Il LL 3: x II o Cc E I. 0 M E: < cn LU If C) ry -�e 0 0 U) Q uj 2 0 CL 11 0 0 C-1 CL 0 0 < >- z C) z E < m y- (D W Z z LL .4 cn U- .4 V) < L) M it If ry if C 3: In co m 0 ffr LLJ < ftj m If it U.1 m a. f,- F U) < if Q. - �Q UJ Lac] LQ -j �j < 4; (/� �D :D 0 a- 00 04 V) 0 0 u 't� =0 0 CL V) C) c C �:, , o c: < < U 00 V� V) V) V) w it If IL V) I If < < 14— < I— — m CIOo <x t Lu 5 0 0 U.1 ai ,z I z Z z za < 0 CL U) LL, LU CD C) a m co c"I C,4 < 0 0 EE&- GEE&G Environmental Services, LLC 5751 Miami Lakes Drive Miami Lakes, Florida 33014 BULK TRANSMITTAL FORM Unit C211 CHAINOFCUSTODY Key West by the Sea CLIENT:- THC, Inc. PROJECT: 2601 Roosevelt Blvd. Key West CLIENT CONTACT: Steve Vechi PROJECT NUMBER: 2016-4323 DATE COLLECTED: 12-13-17 PHASEITASK., Survey DATE SENT: 11 DATE VERBAL NEEDED: 24 Hours STOP AT FIRST POSITIVE: Y (N,,,) (circle one) DATE WRITTEN NEEDED: SAMPLE PREFIX SAMPLE NUMBER COLOR SAMPLE DESCRIPTION SAMPLE LOCATION 1.— 130 White -Drywall System Living room ceiling 2.— 131 Living room wall 3.- 132 closet 4.- 133 Exterior caulking Sliding patio door 5. 134 V Walkway bedroom window 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. CHAIN OF CUSTODY: DATE/TIME PRINT NAME/SIGNATURE PURPOSE 12-13-17 Hiram Aguiar __24 C T A C T A C=Collection T=Transportation A=Analysis DEC 9 2N7 Mr. Steve Vecchi THC, Inc. February 5, 2018 Attachments FIGURES KWBTS UNIT C 211 Mr. Steve Vecchi THC, Inc. February 5, 2018 Attachments INSPECTION PHOTOGRAPHS KWBTS UNIT C 211 Mr. Steve Vecchi THC, Inc. February 5, 2018 Attachments Photo 1: No asbestos detected in typical interior drywall system sampled during this inspection scheduled for renovations. Photo 2: No asbestos detected in typical interior drywall system sampled during this inspection scheduled for renovations. KWBTS UNIT C 211 Mr. Steve Vecchi THC, Inc. February 5, 2018 Attachments I , I' I I I,. 4 Id l� rq Photo 3: No asbestos detected in typical exterior sliding glass door caulking sampled during this inspection scheduled for renovations. 9'N' � uuuuuuuuuu o lii i�l'di'.I'I it 4� °I�Irlli@I��III r ��'" o I r�I r i uY uiii uuuu utl "'IiiiiVuuilllllil�� 'i ' i II iI l Photo 4: No asbestos detected in typical exterior window caulking sampled during this inspection scheduled for renovations. KWBTS UNIT C 211 Mr. Steve Vecchi THC, Inc. February 5, 2018 Attachments WWI' W1,W '' qL, f�%d r(�hYrirw� �vWffio ON /r Ii Photo 5: No asbestos detected in typical interior window glazing sampled during this inspection scheduled for renovations. Photo 6: No asbestos detected in typical interior window glazing sampled during this inspection scheduled for renovations. KWBTS UNIT C 211 Mr. Steve Vecchi THC, Inc. February 5, 2018 Attachments CERTIFICATES KWBTS UNIT C 211 Food c 1e „ o • t � � 2 �� F we /°may a m 9" r Z O 4 Q o A - �� mFD .Gc a� o � p .. r�, Z Z r r 4 r dl 1'�i ■_ 'p ;,� i n rA 17-1 p NOW I U cu mftft O �Xco 1-0 y n p ■ ■ 3 _ � z 'o■. I p "rug" � ■ ,. � � � O p O i V w 1 I ■ o N N aOc , µ yr O m,Nolq � ar a a r � Qu o a N o � _ Q.. Lc) co CN OCO 0 CO 0 m Co co � . � 1 O -0 cr G� t W L° V co 70 a . of . � CL co o r..� o Z o 10, �,� ■ N W-4 Q) r Own J ) N � co Q) ") Cl) c13 CO CO 00 CO - � cTj CO CO ° w _ cu o L � o STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ASBESTOS LICENSING UNIT (850) 487-1395 � 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 SALL, JAY WALTER EE & G ENVIRONMENTAL SERVICES LLC 5751 MIAMI LAKES DRIVE MIAMI LAKES FL 33014 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque DEPARTMENT OF BUSINESS AND restaurants, and they keep Florida's economy strong. ` PROFESSIONAL REGULATION Every day we work to improve the way we do business in order AX0000011 ° ;ISSUED:` 10/25/2016 to serve you better. For,information about our services„ please log onto .myfloridallcense.com. There you can find more ASBESTOS CONSULTANT information about our divisions and the regulations that impact SALL, JAY WALTER you, subscribe to department newsletters and learn more about EE& G ENVIRONMENTAL'SERVICES LLC the Department's initiatives. gi Our mission at the Department is: License Efficiently, Regulate Fairly.We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS LICENSED under the provisions of Ch„469 FS, and congratulations on your new license! Expiration date : NOV 30,2018 0610250005421 DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ASBESTOS LICENSING UNIT t , AX0000011 The ASBESTOS CONSULTANT Named below IS LICENSED Under the provisions of Chapter 469 FS. _ t Expiration date: NOV 30, 2018 SALL, JAY WALTER »» EE & G ENVIRONMENTAL,S.ERVICES LLC 2922 FLAMINGO DRIVE MIAMI BEACH FL%33140 ISSUED: 10/25/2016 DISPLAY AS REQUIRED BY LAW SEQ# L1610250005421 70 Z O _ w � ~ E w J w o V III J W Z) V J 2 w Q Lu U') ,', O jr Z 7 �y / G// % l/l / r-I E O Q ` /i / li r// / I/ NE c ovr o Z M 4 W N /i / ✓/ /// i/ / U N r/fa s //rr 4-1 a/ o rY+l ///%b LL 'r/nJ/� LL } , iJ/J fJ , f 11 O p��f r �� 'rrh r/ i P/Jii % - ,'� U /O' i/%%/ %j � //a////i rr/ W /If/% i / r J� i i o /r// i / iD O r"J�r f / / % //�f ✓ }� U) N L r ( 1 /l Jj rr / : N /r/G 'a,cal _O U a•J W ' # < J / LL W — o H > w Z O w o w a LLI - F- m W 0 Q Q = a w W H p�'RiCW 'dIBR%hGk4,;p �i1V4 off `p"- wamunxrx 1 i i' 57fi tl IPuli �nr i II a k t D 6v a oiuoiuoiuu �Aiii i A ,a kes, II IIWo�o da 3 3 0II 1 2 b N 7 April 2, 2018 EE&G Project#2016-4323 Mr. Steve Vecchi THC, Inc. 1755 North Brown Road Lawrenceville, GA 30043 Subject: Asbestos Pre-Renovation Survey Unit C219 Noise Insulation Project Key West by the Sea 2601 South Roosevelt Boulevard Key West, FL 33040 Dear Mr. Vecchi: EE&G Environmental Services, LLC (EE&G) was retained by THC, Inc. (Client) to conduct an asbestos survey of Unit C219 (Subject Area) of the Key West by the Sea condominium building located at 2601 South Roosevelt Boulevard in Key West, Florida. The survey was performed on February 12, 2018 by Hiram Aguiar of EE&G (certified under the Asbestos Hazard Emergency Response Act, (AHERA). The purpose of this asbestos survey was to identify the presence, extent, and condition of asbestos-containing materials (ACM) that may be impacted as a result of planned renovations for compliance with the Environmental Protection Agency (EPA) National Emissions Standards for Hazardous Air Pollutants (NESHAP), Monroe County and applicable State and Federal Guidelines. METHODS The specified interior and exterior building materials were inspected for suspect ACM, unless otherwise noted. Each observed suspect material was described and sampled. Samples were collected according to procedures established by EPA in 40 CFR 763. Samples were sent to American Asbestos Laboratories in Tampa, Florida for analysis. Upon arrival at the laboratory, the samples were logged-in and stored for analysis. Analyses were performed using the polarized light microscopy (PLM) method of asbestos detection using guidelines and procedures established in the Method for the Determination of Asbestos in Bulk Building Materials (EPA-600/R-93-116 July, 1993). Results were provided as percent (%) asbestos by volume. Samples found to contain greater than 1% asbestos were considered positive and listed as ACM. LIMITATIONS OF SURVEY This asbestos inspection report has been prepared by EE&G in a manner consistent with industry standards exercised by members of the profession practicing under similar conditions. No other warranty, expressed or implied is made. The intent of this survey report is to assist the owner or client in locating ACM. Under no circumstances is this survey to be utilized as a proposal or a project specification document without the expressed written consent of EE&G. The survey was conducted to identify suspect ACM in accessible interior and exterior areas of the subject area. If other areas at this location are to be impacted during planned or future renovations, a separate asbestos survey of these areas will be required. Some ACM may not have been discovered due to inaccessibility or missing/incomplete plans. Suspect materials 1u;trrII V1 1 h0UII"IEl Orlando T ,nipe), Mr. Steve Vecchi THC, Inc. April 2, 2018 Page 2 discovered subsequent to the issue of this survey report should be sampled and analyzed to determine asbestos content and to initiate appropriate responses. Analyses were carried out by PLM. While the most commonly accepted analytical method for detecting asbestos in bulk materials, PLM is known to have limited resolution and may not detect extremely small asbestos fibers. Certain materials, notably vinyl floor tiles, may contain extremely fine asbestos fibers that are beyond the resolution of PLM. EE&G's interpretations and recommendations are based upon the results of sample collection and analyses in compliance with environmental regulations, quality control and assurance standards, and the scope of work as indicated in EE&G's proposal. The results, conclusions, and recommendations contained in this report pertain to conditions observed at the time of the survey. Other conditions elsewhere in the subject building(s) may differ from those in the inspected/surveyed locations and, such conditions are unknown, may change over time, and have not been considered. This report was prepared solely for the use of EE&G's client, and is not intended for use by third party beneficiaries. The client shall indemnify and hold EE&G harmless against liability for loss arising out of or relating to reliance by a third party on work performed thereunder, or the contents of this report. EE&G will not be held responsible for the interpretation or use by others of data developed pursuant to the compilation of this report, or for use of segregated portions of this report. SURVEY AREA DESCRIPTION AND OBSERVATIONS Unit C219 Noise Insulation Project The interior walls and ceilings were observed to be finished with painted drywall system. The floor of subject unit (concrete slab construction) is not to be impacted as part of the noise insulation project and therefore was not included as part of this survey. The heating, ventilation and air conditioning (HVAC) was observed to be wall mounted units. No suspect HVAC mastic was observed. Plumbing components were observed not to be insulated with suspect material. EE&G reviewed Client provided plans for the Noise Insulation Project (attached) in order to determine building materials likely to be impacted during the renovation. Upon review, EE&G designed this survey to include and be limited to sampling of the interior walls, ceilings, HVAC, windows, and doors. RESULTS The results of the PLM analyses and assessment of suspect ACM are as follows: Asbestos-containing materials (ACM) ACM was not identified in the materials sampled that may be impacted by the planned renovations. Mr. Steve Vecchi THC, Inc. April 2, 2018 Page 3 Nonasbestos-containing materials Asbestos was not detected in the following materials: White drywall system. • White exterior caulking (windows & doors) • Gray interior window glazing. The original laboratory report is attached CONCLUSIONS ACM was not detected in the samples collected within the scope of work of this Noise Insulation project of condo unit C219; therefore, no further asbestos-related action is required at this time. If other specific areas at this location are to be impacted during planned renovations or future renovations, an asbestos survey of these areas will be required. Suspect materials discovered after this inspection (should be sampled and analyzed to determine asbestos content and to initiate appropriate responses. Notification to the Florida Department of Environmental Protection (FDEP) of intent to renovate is not necessary, however, the general contractor should have a copy of this survey at the site during the entire project as proof of compliance with 40 CFR 61 (NESHAP). EE&G appreciates the opportunity to provide you and your organization with environmental consulting services. If you have any questions or require further clarifications, please do not hesitate to contact us at (305) 374-8300. Sincerely, Reviewed by a � "% Hiram Aguilar Jay W. Sall, CIH Certified AHERA Building Inspector IH Practice Director, EE&G Senior Project Professional, EE&G Asbestos Consultant#AX0000011 Attachments Mr. Steve Vecchi THC, Inc. March 6, 2018 Attachments PLM LABORATORY RESULTS AAL Friday, Mar 9 2018, 3:31 PM American Asbestos Laboratories REPORT SENT THC,INC PREPARED AAL TO: 1755 N. BROWN ROAD BY: Asbestos Department. LAURENCEVILLE, GA 30043 5005 WEST LAUREL STREET STEVE VECCHI SUITE 110 TAMPA, FL 33607 Phone: 770-623-Oi2O Fax: NVLAP Lab Code 101775 Entail: (813) 287-1005 Thank you for your business. Analysis: Polarized Light Microscopy (PLM) with dispersion staining techniques according to the United States (US) Environmental Protection Agency (EPA) 'Method for the Determination of Asbestos in Bulk Building Materials, EPA1600IR-93-116, July 1993. Sample Type: BULK Date in: Tuesday, February 20, 2018 # of Samples: 7 Date out: Friday, Mar 9 2018 Transported: FEDEX GROUND Work Order# T 1803 019 Sampled by. HIRAM AGUIAR AAL Project# 2016-4323 Received by: KIA Project: KEY WEST BY THE SEA UNIT C219 Authorized Analyst Lahoralog Manager KHANDAKER ANAM KHANDAKER ANAM Due to the small size of asbestos fibers associated with vinyl floor tiles, TENT analysis is recommended foratl floor tiles containing 0% or no detectable asbestos by visual estimation. This report may not be reproduced except in full,without the written approval of AAL. AAL will not be held responsible for the use of its reports issued in part to third parties or authorized agents of the client. This report shall not be used by the client to claim product endorsement by NVLAP nor any agency of the United States Government. All NVLAP reports displaying NVLAP logo must have at least one signature to be valid. The following analytical results presented in this report pertain only to the samples analyzed. American Asbestos Laboratories assumes no responsibility for whether the samples accurately represent the material in question 4; 4; 0 LQ 0 V) V) V) a F- V) w C4 my m V) Ln v) z z W co co ro LLI 0 CL _0 0 0 0 0 M 0) z z ry X d CC d 4 z z LLJ Lij (D z cx 'Q ra CO u u u u u 4 Z CL � v) V) Ln (4 V) u u 04 z rp V) cn V) V) < Lt., �4 w 2 > 4 m > 94 Cl., 0 V] F- C4 00 V- z. z z 7- 4 z Q , ,i of 44 F- m M < < < < < < C14 M CD C) ti II 0 0 W if O iT) 44 O if lull > II CL rt > zit If 0 co E b >. > cc ;51 6if if C) z < CII if w :2 LL ED �I L) 0 ui u- 3 X 11 0 o 0 CO 00 CL E ,- E: )I < Cc) V) 10 if if� , LLJ th to �v ca (D U) cu 0 *a 0 no orD. if ry I'D E < 11 ry ti LL O D LL it U- -,OV -j CL if it 0 L: CM ix �e if -r -.1 m CO CO M ,* Ld E it St 00 E -ton LO) m < KLitin 11 > M Lu < CO 0 a- 1-- 3 < It 0- CL C < U M in it if 11 if 00 z u w It m Q D < < per,.< U) 'NH W f.4 U) (A z 0 5: Lli 171, U .2 8, co ED c co < GEE&G Environmental Services, LLC 5751 Miami Lakes Drive Miami Lakes, Florida 33014 BULK TRANSMITTAL FORM Bldg. C Unit C219 CHAIN OF CUSTODY Key West by The Sea CLIENT: THC, Inc. PROJECT: 2601 N. Roosevelt Blvd, Key West, FL CLIENT CONTACT: Steve Vecchi PROJECT NUMBER: 2016-4323 DATE COLLECTED: 2-12-18 PHASE/TASK: Survey DATE SENT: 1. DATE VERBAL NEEDED: 24 Hours STOP AT FIRST POSITIVE: Y IN (circle one) DATE WRITTEN NEEDED: SAMPLE PREFIX SAMPLE NUMBER COLOR SAMPLE DESCRIPTION SAMPLE LOCATION Z/11 1.- I White Drywall System Living room ceiling 2. -50 -I I,, Living room wall 3.- S'i I -Hallway closet wall 4. Exterior caulking Sliding glass door 5. Kitchen window 6. Gray Interior window glaze Kitchen window 7. Courtyard bedroom 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. CHAIN OF CUSTODY: DATE/TIME PRINT NAME/SIGNATURE PURPOSE 2-12-18 Hiram Aquiar C A C T A C=Collection T=Transportation A=Analysis C L Mr. Steve Vecchi THC, Inc. March 6, 2018 Attachments FIGURES Mr. Steve Vecchi THC, Inc. March 6, 2018 Attachments INSPECTION PHOTOGRAPHS Mr. Steve Vecchi THC, Inc. March 6, 2018 Attachments uuuuuuuuuuii V ��;, V'u"a"u"u"u"u"u"u"u"u"u'uuuuuuuuuuu u Photo 1: No asbestos detected in typical interior drywall system sampled during this inspection scheduled for renovations. Photo 2: No asbestos detected in typical interior drywall system sampled during this inspection scheduled for renovations. Mr. Steve Vecchi THC, Inc. March 6, 2018 Attachments ��j,9 p rlf r t Photo 3: No asbestos detected in typical exterior sliding glass door caulking sampled during this inspection scheduled for renovations. r i uY uiii uuuu utl "'IiiiiVuuilllllil�� 'i ' i II iI rriV l Photo 4: No asbestos detected in typical exterior window caulking sampled during this inspection scheduled for renovations. Mr. Steve Vecchi THC, Inc. March 6, 2018 Attachments / if�'f 1 phi i f i h/ Photo 5: No asbestos detected in typical interior window glazing sampled during this inspection scheduled for renovations. i t l Photo 6: No asbestos detected in typical interior window glazing sampled during this inspection scheduled for renovations. Mr. Steve Vecchi THC, Inc. March 6, 2018 Attachments CERTIFICATES Food c 1e „ o • t � � 2 �� F we /°may a m 9" r Z O 4 Q o A - �� mFD .Gc a� o � p .. r�, Z Z r r 4 r dl 1'�i ■_ 'p ;,� i n rA 17-1 p NOW I U cu mftft O �Xco 1-0 y n p ■ ■ 3 _ � z 'o■. I p "rug" � ■ ,. � � � O p O i V w 1 I ■ o N N aOc , µ yr O m,Nolq � ar a a r � Qu o a N o � _ Q.. Lc) co CN OCO 0 CO 0 m Co co � . � 1 O -0 cr G� t W L° V co 70 a . of . � CL co o r..� o Z o 10, �,� ■ N W-4 Q) r Own J ) N � co Q) ") Cl) c13 CO CO 00 CO - � cTj CO CO ° w _ cu o L � o STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ASBESTOS LICENSING UNIT (850) 487-1395 � 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 SALL, JAY WALTER EE & G ENVIRONMENTAL SERVICES LLC 5751 MIAMI LAKES DRIVE MIAMI LAKES FL 33014 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque DEPARTMENT OF BUSINESS AND restaurants, and they keep Florida's economy strong. ` PROFESSIONAL REGULATION Every day we work to improve the way we do business in order AX0000011 ° ;ISSUED:` 10/25/2016 to serve you better. For,information about our services„ please log onto .myfloridallcense.com. There you can find more ASBESTOS CONSULTANT information about our divisions and the regulations that impact SALL, JAY WALTER you, subscribe to department newsletters and learn more about EE& G ENVIRONMENTAL'SERVICES LLC the Department's initiatives. gi Our mission at the Department is: License Efficiently, Regulate Fairly.We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS LICENSED under the provisions of Ch„469 FS, and congratulations on your new license! Expiration date : NOV 30,2018 0610250005421 DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ASBESTOS LICENSING UNIT t , AX0000011 The ASBESTOS CONSULTANT Named below IS LICENSED Under the provisions of Chapter 469 FS. _ t Expiration date: NOV 30, 2018 SALL, JAY WALTER »» EE & G ENVIRONMENTAL,S.ERVICES LLC 2922 FLAMINGO DRIVE MIAMI BEACH FL%33140 ISSUED: 10/25/2016 DISPLAY AS REQUIRED BY LAW SEQ# L1610250005421 70 Z O _ w � ~ E w J w o V III J W Z) V J 2 w Q Lu U') ,', O jr Z 7 �y / G// % l/l / r-I E O Q ` /i / li r// / I/ NE c ovr o Z M 4 W N /i / ✓/ /// i/ / U N r/fa s //rr 4-1 a/ o rY+l ///%b LL 'r/nJ/� LL } , iJ/J fJ , f 11 O p��f r �� 'rrh r/ i P/Jii % - ,'� U /O' i/%%/ %j � //a////i rr/ W /If/% i / r J� i i o /r// i / iD O r"J�r f / / % //�f ✓ }� U) N L r ( 1 /l Jj rr / : N /r/G 'a,cal _O U a•J W ' # < J / LL W — o H > w Z O w o w a LLI - F- m W 0 Q Q = a w W H p�'RiCW 'dIBR%hGk4,;p �i1V4 off `p"- wamunxrx 1 i i' GALLAGHER TECHNICAL SERVICES BASSIET,..r November 17, 2021 GBTS Project No. 2019-4642 Mr.Steve Vecchi THC, Inc. 3300 Breckinridge Boulevard Duluth,Georgia 30096 Subject: Limited Pre-Renovation Asbestos Survey Letter Report Noise Insulation Project Key West by the Sea—Building C,Unit 317S 2601 N.Roosevelt Boulevard Key West,Florida 33040 Dear Mr.Vecchi, Gallagher Bassett Technical Services(GBTS),a division of Gallagher Bassett Services, Inc.,was retained by THC, I nc.(Client)to conduct a limited pre-renovation asbestos survey of the Key West by the Sea, Building C, Unit 317S (Subject Area), located at 2601 N. Roosevelt Boulevard in Key West, Florida 33040 (Subject Location). The survey was performed on November 3, 2021 by Mr. Richard Grupenhoff of GBTS who is a certified asbestos inspector under the Asbestos Hazard Emergency Response Act (AHERA). 1.0 PURPOSE The purpose of this limited survey was to identify the presence, extent and condition of asbestos- containing material(ACM)that may be impacted during planned renovation activities associated withthe Noise Insulation Project, in order to comply with National Emissions Standards for Hazardous Air Pollutants (NESHAP), Florida Department of Environmental Protection (FDEP) and other applicable local, state and/or federal regulations. 2.0 EXECUTIVE SUMMARY During the limited survey, GBTS collected a total of four (4) bulk samples from suspect building materials planned for renovation. Results of the laboratory analysis are as follows: Asbestos was NOT identified the sampled materials,and therefore are IS NOT considered to be ACM by the EPA. White/pink caulking 43SO W. Cypress Street,Suite 300 Tampa, Florida 33607 Office: 813-287-100S www.gallagherbassett.com Mr.Steve Vecchi November 17, 2021 Page 2 Asbestos was identified in amounts less than 1% in the following material, and therefore IS NOT considered to be ACM by the Environmental Protection Agency(EPA); however, the Occupational Safety and Health Administration (OSHA) considers materialswith even trace amounts of asbestos as potentially hazardous to workers when exposed to airborne dust from these materials. Grey drywall system See Appendix A for the laboratory analysis report. 3.0 ASBESTOS SURVEY METHOD GBTS'ssurvey was limited tosuspect building materialsthat may be impacted during planned renovation activities,asdefined by the Client. Each observed suspect materialwasdescribed,quantified and assigned a homogenous area(HA) identification number. A sufficient number of bulk samples were collected from each observed suspect material. If bulk samples of the suspect material could not be collected during the survey due to restrictions, the suspect materials was assumed to be ACM. The methods used for bulk sample collection were based upon procedures established by the Code of Federal Regulations(CFR) Title 40 Part 763 Subpart E, Asbestos-Containing Materials in Schools; as well as the ASTM International (formerly known as American Society for Testing and Materials)standard E2356- 18, Standard Practice for Comprehensive Building Asbestos Surveys. 4.0 LABORATORY ANALYSIS METHOD Bulk samples collected were sent to EMSL Ana lytica1, Inc.(EMSL)located in Tampa, Florida for analysis via Polarized Light Microscopy (PLM) guidelines and procedures established in the Method for the Determination of Asbestos in Bulk Building Materials(EPA-600/R-93-116 July, 1993). La boratory a na lysis results were reported as percent (%) asbestos by volume. EMSL is a National Voluntary Laboratory Accreditation Program(NVLAP)accredited laboratory.Samples found to contain greater than one percent (1%)asbestos by volume were considered "positive",and listed as ACM. 5.0 LIMITATIONS This limited asbestos survey report has been prepared by GBTS in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. No other warranty, expressed or implied is made. The purpose of this report is to assist the Owner and/or Client in locating ACM that may be impacted during planned renovation activities, and to determine appropriate response actions for identified ACM (if any). Under no circumstances is this report to be utilized by a third-partyfor bidding purposes and/or for project specifications without the expressed written consent of GBTS. This asbestos survey was limited to locations and/or specific building materials scheduled for renovation activities, as defined by the Client. It is possible that ACM may not have been discovered during the inspection due to inaccessibility or missing/incomplete plans. If suspect material is discovered after the issuance of this report, this material should be sampled and analyzed by a laboratory to determine asbestos content. Appropriate response actions should be initiated dependent upon laboratory analysis results. Building C, Unit 317S Mr.Steve Vecchi November 17, 2021 Page 3 While the PLM analysis method is the most commonly accepted analytical method for detecting asbestos fibers in bulk materials, it is known to have limited resolution and may not detect extremely small asbestos fibers. Certain materials such as resilient vinyl floor tile (VFT) and rubberized gaskets may contain extremelyfine asbestos fibers that are beyond the resolution of PLM. Conclusions and recommendations presented in this report are based upon sample collection and laboratory analysis results in compliance with environmental regulations, as well as quality control and quality assurance standards. Conclusions and recommendations presented in this report were limited to conditions observed at the time of the inspection. Other conditions elsewhere in the Subject Area may differ from those in the inspected/surveyed areas.Such conditions are unknown, may change over time and have not been considered. This report was prepared solely for the Client's use, and was not intended for use by third-party beneficiaries. The Client shall indemnify and hold GBTS harmless against any/all liabilities for loss arising out of third-party work performed based on, relating to and/or reliance by the contents of this report. GBTSwill not be held responsible for the interpretation and/or use of data by others developed pursuant to the compilation of this report.GBTS does not warrant the use of segregated portions of this report. 6.0 SITE DESCRIPTION GBTS reviewed Client provided plans for the Noise Insulation Project in order to determine building materials likely to be impacted during the renovation. Upon review, GBTS designed this limited survey to include the interior drywall system and associated caulking(s). 7.0 RESULTS Asbestos was NOT identified in amounts greater than 1% in the following materials: • Grey drywall system • White/pink caulking 8.0 CONCLUSIONS AND RECOMMENDATIONS The greydrywall system located in the Subject Area was identified to contain trace amounts of asbestos; however,is not considered to be ACM.According to the EPA, materialswith less than 1%asbestos content are not regulated asACM; however,the Occupational Safety and Health Administration (OSHA) considers materials with even trace amounts of asbestos as potentially hazardous to workers when exposed to airborne dust from these materials.GBTS recom mends that contractors performing this work follow OSHA requirements to use dust control methods in order to minimize the amount of asbestos fibers that may become airborne. GBTS also recommends that employees involved in this work wear appropriate respiratory protection and other personal protection equipment (PPE) as needed. An exposure assessment should be performed to determine if workers are being exposed to airborne asbestos fibers above the OSHA Permissible Exposure Limit(PEL)for airborne asbestos fibers. The Florida Department of Environmental Protection (FDEP) does not require a notification of intent to renovate a structure that does not contain ACM. However,the general contractor should keep a copy of Building C, Unit 317S Mr.Steve Vecchi November 17, 2021 Page 4 this limited pre-renovation survey report on-site during the entirety of the project as proof of compliance with 40 CFR 61 (NESHAP). Suspect materials discovered after this survey should be sampled and analyzed to determine asbestos content,and appropriate response actions should be initiated. G BTS appreciates the opportunity to provide THC, Inc.with environmental consulting services. If you have any questions or require further clarifications, please do not hesitate to contact us at(813) 287-1005. Prepared by, Reviewed by, ....................... William M.Titcomb John C. LeJeune,Jr.,CIH,LAC Senior Environmental Professional Senior Project Professional Gallagher B assett Se rvices,Inc. Gallagher B assett Se rvices,Inc. A ERA Certified Asbestos I nspector Florida Licensed Asbestos Consultant#AX100 Appendix A—LaboratoryAnalysis Report Appendix B—Licenses and Certifications Building C, Unit 317S Mr.Steve Vecchi November 17, 2021 Appendix A APPENDIX A LABORATORYANALYSIS REPORT Building C, Unit 317S EMSL Analytical, Inc. EMSL Order: 932103404 Customer ID: GBTT42 5700 Memorial Highway,Suite 122 Tampa,FL 33615 Customer PO: Tel/Fax:(813)280-8752/(813)280-8753 M http://www.EMSL.com/tampalab@emsl.com Project ID: Attention: Mike Sewell Phone: (813)287-1005 Gallagher Bassett Technical Services Fax: (813)287-8545 4350 West Cypress St, Suite 300 Received Date: 11/05/2021 10:10 AM Tampa, FL 33607 Analysis Date: 11/09/2021 Collected Date: 11/03/2021 Project: 2019-4642 Kedw West By-the-Sea Condo: Bldg C Unit 317S IH/7ABIDPROCESS Test Report:Asbestos Analysis of Bulk Materials via EPA 600IR-931116 Method using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance %Fibrous %Non-Fibrous %Type 1-Drywall LVRM Ceiling-Grey Gray/White 10%Cellulose 60%Gypsum None Detected Drywall System Fibrous 30%Non-fibrous(Other) 932103404-0001 Homogeneous 1-Joint Compound LVRM Ceiling-Grey White 20%Ca Carbonate <1% Chrysotile Drywall System Non-Fibrous 80%Non-fibrous(Other) 932103404-000IA Homogeneous 2-Drywall BR Closet Wall-Grey Layer Not Present Drywall System 932103404-0002 2-Joint Compound BR Closet Wall-Grey White 30%Ca Carbonate <1% Chrysotile Drywall System Fibrous 70%Non-fibrous(Other) 932103404-0002A Homogeneous 3 Front Door-White/ Brown/Blue/Beige 100%Non-fibrous(Other) None Detected Pink Frame Caulking Non-Fibrous 932103404-0003 Homogeneous 4 Patio Door-White/ White/Pink 100%Non-fibrous(Other) None Detected Pink Frame Caulking Non-Fibrous 932103404-0004 Homogeneous Analyst(s) Christopher Richardson(2) Gerald lannuzzi,Laboratory Manager KhandakerAnam(3) or OtherApproved 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 EMSLAnalytical,Inc.Tampa,FL NVLAP Lab Code 6002150 Initial report from:11/09/2021 16:47:07 '11SB P1 V(,---_rBaltll8,...P1001 1 78 Printed:11/9/2021 4:47 PM Page 1 of 1 OrderlD: 932103404 ,, 2700 West Cypress Creek Road, D122 GALLAG,HEf TE FQI ,8CAL SERVK"-' S Fart l.auderdal e, Florida 3 330 BULK TR,aNSMITTAL. FORM CHAIN OF CUSTODY CLIENT: THC Inc. PROJECT: Kew West By-the-Sea Condo: Bid Unit 3) t, CLIENT CONTACT: Joe Carroll PROJECT NUMBER: 2019-4642 DATE COLLECTED: 11/03/20 1 BILL GROUP/PHASE: I1-1/7ABICDPROCESS F DATE SENT: 12-j DATE VERBAL NEEDED: STOP AT FIRST POSITIVE: Y (circle cant) DATE WRITTEN NEEDED: SAMPLE PREFIX SAMPLE NUMBER COLOR SAMPLE DE CRIPTION SAMPLE LOCATION lzbctr- 3. 4.____ . . 7. 8. 9. 10. 11. 1 . 13. 14. 15. 16. 17. 18. 19. 20. CHAIN OF CUSTODY: PURPOSE ME PRINT„7ME/SIGNATURr-,1"' tDATE/TI . .. ,. .. .u.. ..... „ ," C.ti" A C T A Collection T=Transportation A=Ar4ysis ac ,..... Paae 1 Of 1 Mr.Steve Vecchi November 17, 2021 Appendix B APPENDIX B LICENSES AND CERTIFICATIONS Building C, Unit 317S `. O N u W .. 0 u � M 0 O LN + 4 Q O O \ LLn Imn v Ol fV`1V m 0) � 6 vt o LL w LL � C) A 54% 40- V � C coi Zt O O •may a� Q� a � � y U d N K NO L11 LLJ LL O O ~ Qn O h 0 LL 4- Cl It N V > A > Ad 70 Z O (10 Q a) J 0 N D w �^ �7 W CC w w N II s ' N /�,/r // 0 0 N / G l W N N // J ni a / / N i 4J All U •�= / Gj / / l % f� s W J +1 77 0 s +� J W LL �i/� > P41 aU LL i �r G 1LL i// Z J, 0 en LLI O s 4-J CQ a ~° /, r r ii� lr o e N L W `Jr ril/ / ij it r r�r/ 0 i / D/%% ` r��ia, a /ioi / //iir _ U �. _ f O � �� /r�r M r / /ram r DOS o N /� LL 0 LLI a W Q y 0 w V Q Q) a o W H wwrlww 'dIBR%hGk4,;p I kV ❑ �i1V4 off o-dti N _ I I waw xr. LL (, . 70 Z O w _ E Q a) J v 0 p VI C7 z V W = V) a� m p LUZ Q ;„ +0 r + Z wrf % ✓1llfl a� 0 �// r ` N U CV),r //� / '/ ,da r , �� 1�; J /�/�r /,QQ V � CuLLI LL prij d W S4-1 t / //r °i° /' / i/ / G O s irr, G r 1 l 1 / //%�l�r/ �, I/I/` }� 4-J LLI LL 10 N i LL J 07 /Z fB U 0 LU W i , J�� 1 ll/ i / rr Oo,r l Q r r c i L Q W F— �r l//�' / cu LL W � 0 Z o IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII > W c~ �_ C9 W •� c Q V) Q w 0 a = N 's o LLI H ❑ draw 'dIBR%hyµ,� V �i1V4 off o-dti N .ti cts Q. Q IC) N C\l ca LD C5 r, 0 LO N UJ ca cl Q :z—z Cl) 0 CO) C/) CO -te Ctl cts Q 40- Lm CO X- 421 co F—z %Waft Ct, Sp E (D C:L 0 0 ZZ CL -p-g r 0 (0) LL No IQ) C:z * Cd 0 P* *.;A z d CL Co ROL Wft o rA O LM 0 Q> co co ty) C1 c)4 co Nm to :3 co o P10S OF co National Voluntary , LrJ Laboratory Accreditation Program G �ArESr� SCOPE OF ACCREDITATION TO ISO/IEC 17025:2017 EMSL Analytical, Inc. - Tampa, FL 5700 Memorial Highway Suite 122 Tampa, FL 33615 Wyatt Brown Phone: 813-610-7180 Email: wbrown@emsi.com http://www.emsl.com ASBESTOS FIBER ANALYSIS NVLAP LAB CODE 600215-0 Bulk Asbestos Analysis Code Description 18/A01 EPA--40 CFR Appendix E to Subpart E of Part 763,Interim Method of the Determination of Asbestos in Bulk Insulation Samples 18/A03 EPA 600/R-93/116: Method for the Determination of Asbestos in Bulk Building Materials For the National Vo/unta L borat Accreditation Program Effective 2021-10-01 through 2022-09-30 Page 1 of 1 46") GALLAGHER TECHNICAL SERVICES BASSETT Asbestos Work Procedures March 2022 APPENDIX B LEAD-BASED PAINT INSPECTION REPORT .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................. IIIIIIIIIIII I�II�II�II�IIV IIIIIIIIIIIIIIIIIIIIIIIII 1� k ''''hi'"I hil M 14"'1"",ui5i 1C 1'IIIIIIII1:lllk'''m'''I IIIIIIIIIS, IIII Lill'w` ........................................................................................................................................................................................................................................................................................................................................................................................................................................... PRE-RENOVATION LEAD-BASED PAINT INSPECTION REPORT FOR KEY WEST NOISE INSULATION PROJECT rxr� � rr,rr KEY WEST BY THE SEA 2601 SOUTH ROOSEVELT BOULEVARD KEY WEST, FLORIDA Prepared for THC, INC. 1755 NORTH BROWN ROAD, SUITE 125 LAWRENCEVILLE, GEORIGA 30043 Prepared by Ronald G. MacDonald EPA Lead Risk Assessor Certificate #FL-R-912-4 EEbG EE&G Environmental Services, LLC 5005 West Laurel Street, Suite #110 Tampa, Florida 33607 www.eeandg.com December 19, 2016 EE&G Project No. 2016-4323 EEb-G: Lead-Based Paint Inspection Report December 19, 2016 CONTENTS Section Page 1.0 - INTRODUCTION ............................................................................................................... 1 1.1 INTRODUCTION ................................................................................................ 1 1.2 OWNER INFORMATION .................................................................................... 1 1.3 EDUCATIONAL MATERIALS ............................................................................. 1 2.0— BUILDING DESCRIPTION................................................................................................ 2 3.0 - METHODS AND LIMITATIONS......................................................................................... 3 3.1 XRF METHODS.................................................................................................. 3 3.2 LIMITATIONS ..................................................................................................... 3 4.0 - INSPECTION FINDINGS................................................................................................... 5 4.1 XRF TESTING RESULTS................................................................................... 5 5.0 - RECOMMENDATIONS...................................................................................................... 6 5.1 RECOMMENDATIONS FOR LEAD-BASED PAINT............................................ 6 5.2 RECOMMENDATIONS FOR OTHER PAINTS AND COATINGS........................ 6 5.3 OSHA COMPLIANCE ......................................................................................... 6 5.4 DISCLOSURE OF LBP HAZARDS ..................................................................... 6 6.0 - SIGNATURE PAGE........................................................................................................... 7 APPENDICES APPENDIX A XRF Testing Data APPENDIX B Certificates BY THE SEA XRF 16-4323 I EEbG: Lead-Based Paint Inspection Report December 19, 2016 SECTION 1.0 INTRODUCTION 1.1 INTRODUCTION At the request of the THC, Inc (hereafter referred to as the Owner), EE&G Environmental Services, LLC (EE&G) conducted a Lead-Based Paint (LBP) inspection of the Key West by the Sea facility located at 2601 South Roosevelt Boulevard, Key West, Florida on November 7-10, 2016 by Environmental Protection Agency (EPA) Lead-Based Paint Risk Assessor Ronald G. MacDonald of EE&G. EE&G's scope of work for this project consisted of evaluating the subject facility utilizing an X-Ray Fluorescence (XRF) instrument to assess for lead concentrations in selected painted building components. The purpose of this inspection was to obtain a general understanding of the presence, extent, and condition of LBP at the facility, for the purpose of planning future facility renovations. EE&G was not aware of the specific scope and extent of the future renovations at the time of this inspection. As such, the Client is advised as to the limits of this survey as presented in this report. At the Clients request EE&G provided testing of the following: • Thirty random units (two units each floor). • Exterior walls, windows, doors and air conditioner penetrations. • Interior walls, ceilings, windows, doors, floor thresholds, and air conditioner penetrations. 1.2 OWNER INFORMATION Condominium facility; individual units are privately owned; the facility is operated and maintained by: KEY WEST BY THE SEA ASSOCIATION, INC. 2601 SOUTH ROOSEVELT BOULEVARD KEY WEST, FLORIDA 33040 1.3 EDUCATIONAL MATERIALS The EPA has developed the following educational pamphlet: Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools. Federal law requires that individuals receive certain information before renovating more than two square feet of painted surfaces in housing, child care facilities and schools built before 1978. Homeowners and tenants: renovators must give you this pamphlet before starting work. Child-care facilities, including preschools and kindergarten classrooms, and the families of children under the age of six that attend those facilities: renovators must provide a copy of this pamphlet to child-care facilities and general renovation information to families whose children attend those facilities. Federal law requires contractors that disturb lead-based paint in homes, child care facilities and schools built before 1978 to be certified and follow specific work practices to prevent lead contamination. Contractors must provide certification prior to renovations. BY THE SEA XRF 16-4323 1 EEG: Lead-Based Paint Inspection Report December 19, 2016 SECTION 2.0 BUILDING DESCRIPTION The Key West by the Sea condominium facility consisted of two, six-story buildings and one three-story building. The three buildings were of similar construction and observed to be constructed of masonry and wood set on a concrete slab foundation. Exterior walls were stucco. Interior walls were observed to be a combination of concrete, drywall systems, and plaster finished with paint. Ceilings were observed to be a combination of drywall systems finished with a textured coating and paint. Floors were concrete and finished with various types and styles of carpet, ceramic tile, vinyl tile, or wood. According to the county records the buildings were constructed in 1967. Painting history was not available at the time of the inspection. The findings of this inspection can not be utilized as a Lead-Based Paint Inspection as defined in the HUD Guidelines. Specifically, the purpose of the survey was to identify the presence of LBP in areas likely to be impacted during future renovations. In the event that such renovation impact surfaces not tested, the Client is urged and advised to conduct testing as needed. The areas surveyed during this inspection were limited to client specified building components of the following units: A103, A109, A201, A203, A304, A310, A405, A408, A504, A505, A603, A608, B108, B111, B204, B209, B301, B310, B407, B408, B502, B604, B609, C101, C112, C212, C219, C301, C301, and C317S. BY THE SEA XRF 16-4323 2 EEG: Lead-Based Paint Inspection Report December 19, 2016 SECTION 3.0 METHODS AND LIMITATIONS 3.1 XRF METHODS EE&G surveyed a limited number of representative units for LBP, which were selected base on criteria presented above. The inspection was performed utilizing a portable spectrum analyzing XRF instrument manufactured by Olympus (serial #: 560920). The XRF instrument performs a self-calibration test on startup. The calibration was then verified using a known standard from the United States Department of Commerce National Institute of Standards and Technology (NIST). QA/QC measurements were taken with the Level III (1.04 mg/cm2) NIST standard at the beginning and end of the inspection. XRF test results expressed lead concentrations in milligram per square centimeter (mg/cm2). The results were stored in the interment for later retrieval in a spreadsheet format. The EPA defines LBP as paints or coatings that contain lead at or greater than the level of 1.0 mg/cm2. XRF testing locations, or testing combinations, were determined on site by an EPA Certified Assessor and the following factors; location (e.g. Building, Floor, Room), component (e.g. Wall, Window, Door, Door Frame, Baseboard, etc.), substrate (e.g. Plaster, Wood, Metal, etc.), and painting history (if available). An XRF reading was obtained from selected testing combinations, which appeared to be homogeneous throughout the facility. The areas inspected were limited to interior selected building components of the following locations of the facility: common areas, offices, maintenance/mechanical rooms, and units A103, A109, A201, A203, A304, A310, A405, A408, A504, A505, A603, A608, B108, B111, B204, B209, B301, B310, B407, B408, B502, B604, B609, C101, C112, C212, C219, C301, C301, and C317S. 3.2 LIMITATIONS The inspection was conducted to assess selected painted building components for the presence of lead. Because of limitations in access this inspection can not be utilized as a Lead-Based Paint Inspection as defined in the HUD Guidelines, that is beyond the intent and scope of this inspection. The inspected areas are assumed to be representative of the materials used throughout the facility. This limited inspection report has been prepared by EE&G in a manner consistent with industry standards exercised by members of the profession practicing under similar conditions. No other warranty, expressed or implied is made. Under no circumstances is this limited inspection report to be utilized as a bid proposal or a project specification document, as this is not its intent. The intent of this inspection report is to assist the client in assessing for lead in selected painted building components. EPA and HUD define lead-based paint (LBP) as; paint or other coatings that contain lead at or greater than the level of 1.0 mg/cm2 or 0.5% by weight; however, the US Department of Labor's Occupational Safety and Health Administration (OSHA) lead regulation, 29 CFR 1926.62, does not recognize a concentration of lead in paint that may be safe for workers therefore, measurable amounts of lead are considered to be a potential source of exposure. This assessment can be utilized to identify building components that contain lead. However, as OSHA does not recognize the absence of lead through XRF, this assessment can not be utilized for establishing that coatings are lead-free for purposes of OSHA compliance. BY THE SEA XRF 16-4323 3 EEb-G: Lead-Based Paint Inspection Report December 19, 2016 EE&G's interpretations and recommendations are based upon the results of the XRF testing, environmental regulations, and quality control and assurance standards. The results, conclusions, and recommendations contained in this report pertain to conditions observed at the time of the inspection. Other conditions elsewhere at the subject facility may differ from those in the inspected locations and, such conditions are unknown, may change over time, and have not been considered. This report was prepared solely for the use of EE&G's client, and is not intended for use by third party beneficiaries. The client shall indemnify and hold EE&G harmless against liability for loss arising out of or relating to reliance by third party on work performed there under, or the contents of this report. EE&G will not be held responsible for the interpretation or use by others of data developed pursuant to the compilation of this report, or for use of segregated portions of this report. BY THE SEA XRF 16-4323 4 EEG: Lead-Based Paint Inspection Report December 19, 2016 SECTION 4.0 INSPECTION FINDINGS 4.1 XRF TESTING RESULTS Lead Based Paint None of the components tested were identified as LBP during this inspection. Other Paints and Coatings Some of the components tested were found to contain levels of lead above the limit of detection but below the EPA standard for LBP; additionally, OSHA does not recognize the absence of lead through XRF; therefore, other paints and coating must be considered to be lead-containing. Each testing combination and XRF results are presented in Appendix A. BY THE SEA XRF 16-4323 5 EEG: Lead-Based Paint Inspection Report December 19, 2016 SECTION 5.0 RECOMMENDATIONS 5.1 RECOMMENDATIONS FOR LBP None of the components tested were identified as LBP during this inspection. 5.2 RECOMMENDATIONS FOR OTHER PAINTS AND COATINGS OSHA does not recognize the absence of lead through XRF; therefore, these materials must be considered to be lead-containing and a potential source of exposure unless determined to be non lead-containing through laboratory analysis (i.e. Flame AAS, Method SW 846, 7420). Activity that would release lead dust or fumes must be performed by workers in accordance with the OSHA standard for removal of lead containing paint. If these materials can remain intact during renovation or demolition, then no other special handling is required. 5.3 OSHA COMPLIANCE To comply with OSHA lead regulation 29 CFR 1926.62, this report should be made available to personnel that will conduct painting operations at this facility. This regulation considers coatings that contain measurable amounts of lead to be lead-based paint and mandates protective measures when a painting or demolition project involves the disturbance of painted components in such a way as to cause airborne emissions of lead particulate (sanding, scraping, grinding, etc.). These protective measures include: hazard communication training, personnel protection (respirators, protective suits, etc.), engineering controls and personnel air monitoring until results of the personnel monitoring indicate airborne lead concentrations below the Action Level (AL) of 30 micrograms per cubic meter as an eight-hour time weighted average (TWA). 5.4 DISCLOSURE OF LBP HAZARDS The Residential Lead-Based Paint Hazard Reduction Act of 1992, also known as Title X, Section 1018 requires the disclosure to the purchaser or lessee of any known information on lead-based paint or lead-based paint hazards and provide to the purchaser or lessee lead hazard evaluation reports available prior to the sale or lease of most housing built prior to 1978. BY THE SEA XRF 16-4323 6 EEbG: Lead-Based Paint Inspection Report December 19, 2016 SECTION 6.0 SIGNATURE PAGE Submitted by i Ronald G. MacDonald Senior Environmental Technician, EE&G EPA Lead-Based Paint Risk Assessor Reviewed by,"" Jay Sall, C.I.H Senior Technical Advisor, EE&G BY THE SEA XRF 16-4323 7 EEbG: Lead-Based Paint Inspection Report December 19, 2016 APPENDIX A XRF TESTING DATA BY THE SEA XRF 16-4323 EEG: Lead-Based Paint Inspection Report December 19, 2016 Unit# Location Room Area Component Part Substrate Pb Result �IS I °II 011IIi 1 15 Goo B108 exterior hall wall concrete 0 Negative B108 exterior hall window sill concrete 0 Negative B108 exterior hall door casing concrete 0 Negative B108 exterior hall door casing concrete 0.01 Negative B108 exterior hall door jamb wood 0.01 Negative B108 exterior hall door wood 0 Negative B108 exterior hall a/c penetration wood 0.02 Negative B108 exterior hall door wood 0 Negative B108 interior hall door casing wood 0 Negative B108 interior hall door jamb wood 0 Negative B108 interior hall door wood 0 Negative B108 interior hall wall drywall 0 Negative B108 interior hall wall drywall 0 Negative B108 interior hall ceiling drywall 0 Negative B108 interior hall crown molding wood 0 Negative B108 interior hall baseboard wood 0 Negative B108 interior bedroom 1 baseboard wood 0 Negative B108 interior bedroom 1 crown molding wood 0 Negative B108 interior bedroom 1 window stop 0 Negative B108 interior bedroom 1 ceiling drywall 0 Negative B108 interior bedroom 1 wall 0 Negative B108 interior bedroom 1 wall 0.01 Negative B108 interior bedroom 1 window casing 0 Negative B108 interior living room door casing 0.01 Negative B108 interior living room ceiling drywall 0 Negative B108 interior living room wall 0 Negative B108 interior living room wall 0 Negative B108 interior living room a/c penetration 0 Negative B108 interior living room baseboard wood 0 Negative B108 interior living room crown molding wood 0 Negative B108 exterior balcony wall concrete 0 Negative B108 exterior balcony threshold concrete 0.02 Negative 13111 exterior hall threshold concrete 0 Negative 13111 exterior hall wall concrete 0 Negative 13111 exterior hall window sill concrete 0.01 Negative 13111 exterior hall door casing concrete 0.02 Negative 13111 exterior hall door casing concrete 0 Negative 13111 exterior hall door casing wood 0 Negative 13111 exterior hall door jamb wood 0 Negative 13111 exterior hall door wood 0 Negative 13111 interior hall door casing wood 0.01 Negative BY THE SEA XRF 16-4323 EEbG: Lead-Based Paint Inspection Report December 19, 2016 Unit# Location Room Area Component Part Substrate Pb Result 13111 interior hall door jamb wood 0.01 Negative 13111 interior hall door wood 0 Negative 13111 interior hall wall drywall 0 Negative 13111 interior hall wall drywall 0 Negative 13111 interior hall ceiling drywall 0 Negative 13111 interior hall baseboard wood 0 Negative 13111 interior bedroom 1 wall wood 0 Negative 13111 interior bedroom 1 window sill wood 0 Negative 13111 interior bedroom 2 a/c penetration drywall 0.02 Negative 13111 interior bedroom 2 wall drywall 0.02 Negative 13111 interior bedroom 2 wall drywall 0 Negative 13111 interior bedroom 2 wall drywall 0 Negative 13111 interior bedroom 2 window sill wood 0 Negative 13111 interior bedroom 2 window sill wood 0 Negative 13111 interior living room wall drywall 0 Negative 13111 interior living room wall drywall 0 Negative 13111 interior living room ceiling drywall 0 Negative 13111 interior bedroom 1 ceiling drywall 0 Negative 13111 interior bedroom 2 ceiling drywall 0 Negative 13111 interior bedroom 2 ceiling drywall 0 Negative 13111 exterior balcony wall concrete 0.01 Negative 13111 exterior balcony threshold concrete 0 Negative 13111 exterior balcony window sill concrete 0 Negative 13111 exterior balcony a/c penetration concrete 0.01 Negative 13111 exterior balcony window sill concrete 0 Negative 13111 exterior balcony wall concrete 0 Negative B204 exterior hall wall concrete 0 Negative B204 exterior hall window sill concrete 0 Negative B204 exterior hall a/c penetration wood 0 Negative B204 exterior hall door casing wood 0.02 Negative B204 exterior hall door jamb wood 0.02 Negative B204 exterior hall door wood 0 Negative B204 exterior hall threshold concrete 0 Negative B204 exterior hall door jamb wood 0.02 Negative B204 exterior hall door wood 0.02 Negative B204 interior foyer wall concrete 0 Negative B204 interior foyer threshold concrete 0 Negative B204 interior hall wall drywall 0 Negative B204 interior hall ceiling drywall 0 Negative B204 interior hall door casing wood 0 Negative B204 interior hall door jamb wood 0 Negative B204 interior hall door wood 0 Negative B204 interior bedroom 1 wall drywall 0 Negative BY THE SEA XRF 16-4323 EEG: Lead-Based Paint Inspection Report December 19, 2016 Unit# Location Room Area Component Part Substrate Pb Result B204 interior bedroom 1 window metal 0 Negative B204 interior bedroom 1 window metal 0 Negative B204 interior bedroom 1 ceiling drywall 0 Negative B204 interior living room ceiling drywall 0 Negative B204 interior living room door casing drywall 0 Negative B204 interior living room wall drywall 0 Negative B204 interior living room a/c penetration wood 0 Negative B209 exterior hall wall concrete 0 Negative B209 exterior hall window sill concrete 0 Negative B209 exterior hall threshold concrete 0 Negative B209 exterior hall threshold concrete 0 Negative B209 exterior hall door casing wood 0.01 Negative B209 exterior hall door wood 0.02 Negative B209 exterior hall door wood 0 Negative B209 exterior hall door casing wood 0.01 Negative B209 exterior hall door jamb wood 0.03 Negative B209 exterior hall door wood 0 Negative B209 exterior balcony door casing concrete 0 Negative B209 exterior balcony wall concrete 0 Negative B209 exterior balcony a/c penetration concrete 0.01 Negative B209 exterior balcony threshold concrete 0 Negative B209 interior hall wall drywall 0 Negative B209 interior hall ceiling drywall 0 Negative B209 interior hall door casing wood 0 Negative B209 interior hall door wood 0 Negative B209 interior kitchen door casing wood 0 Negative B209 interior kitchen door wood 0 Negative B209 interior bedroom 1 wall drywall 0 Negative B209 interior bedroom 1 ceiling drywall 0 Negative B209 interior bedroom 1 window casing drywall 0 Negative B209 interior bedroom 2 window casing drywall 0 Negative B209 interior bedroom 2 wall drywall 0 Negative B209 interior bedroom 2 ceiling drywall 0 Negative B209 interior living room ceiling drywall 0 Negative B209 interior living room wall drywall 0 Negative 71,11,11"JOV aiiin MS." °II 0,1. °'II °'II2 Cod III"11Ov piin MIII, ..I II 0,4. 1 °'II 14,, Good B407 exterior hall wall concrete 0 Negative B407 exterior hall window casing concrete 0 Negative B407 exterior hall a/c penetration metal 0 Negative B407 exterior hall door casing concrete 0 Negative B407 exterior hall threshold concrete 0 Negative B407 exterior hall door casing wood 0.01 Negative BY THE SEA XRF 16-4323 EEbG: Lead-Based Paint Inspection Report December 19, 2016 Unit# Location Room Area Component Part Substrate Pb Result B407 exterior hall door wood 0 Negative B407 exterior hall door wood 0.01 Negative B407 exterior hall door jamb wood 0 Negative B407 interior hall window casing wood 0.03 Negative B407 interior hall door wood 0.01 Negative B407 interior hall wall drywall 0 Negative B407 interior hall ceiling drywall 0 Negative B407 interior hall door casing drywall 0.01 Negative B407 interior hall a/c penetration wood 0 Negative B407 interior bedroom 1 a/c penetration wood 0 Negative B407 interior bedroom 1 window casing drywall 0.01 Negative B407 interior bedroom 1 wall drywall 0 Negative B407 interior bedroom 1 ceiling drywall 0 Negative B407 exterior foyer wall concrete 0 Negative B407 exterior foyer a/c penetration wood 0 Negative B408 exterior hall wall concrete 0 Negative B408 exterior hall window casing concrete 0.01 Negative B408 exterior hall a/c penetration metal 0 Negative B408 exterior hall threshold concrete 0 Negative B408 exterior hall door casing concrete 0 Negative B408 exterior hall door casing wood 0.01 Negative B408 exterior hall door jamb wood 0.01 Negative B408 exterior hall door wood 0 Negative B408 exterior hall door wood 0.01 Negative B408 exterior hall door jamb wood 0.01 Negative B408 exterior hall window casing wood 0 Negative B408 exterior hall baseboard wood 0 Negative B408 interior hall wall drywall 0 Negative B408 interior hall wall drywall 0.01 Negative B408 interior hall ceiling drywall 0.03 Negative B408 interior bedroom 1 ceiling drywall 0 Negative B408 interior bedroom 1 wall drywall 0 Negative B408 interior bedroom 1 window casing wood 0 Negative B408 interior bedroom 1 window casing wood 0.01 Negative B408 interior bedroom 1 baseboard wood 0 Negative B408 interior living room baseboard wood 0 Negative B408 interior living room wall drywall 0.01 Negative B408 interior living room ceiling drywall 0 Negative B408 interior living room door casing drywall 0.01 Negative B408 interior living room a/c penetration wood 0 Negative B408 exterior balcony wall concrete 0 Negative B301 exterior hall wall concrete 0 Negative B301 exterior hall door casing concrete 0 Negative BY THE SEA XRF 16-4323 EEG: Lead-Based Paint Inspection Report December 19, 2016 Unit# Location Room Area Component Part Substrate Pb Result B301 exterior hall window sill concrete 0 Negative B301 exterior hall a/c penetration concrete 0 Negative B301 exterior hall a/c penetration wood 0 Negative B301 exterior hall threshold concrete 0 Negative B301 exterior hall threshold concrete 0 Negative B301 exterior hall door casing wood 0.02 Negative B301 exterior hall door casing wood 0.02 Negative B301 exterior hall door wood 0.04 Negative B301 exterior hall door wood 0 Negative B301 exterior hall door wood 0.03 Negative B301 exterior hall door jamb wood 0.02 Negative B301 exterior hall door wood 0 Negative B301 exterior hall door casing wood 0 Negative B301 exterior hall door casing wood 0 Negative B301 interior hall wall drywall 0 Negative B301 interior hall wall drywall 0 Negative B301 interior hall ceiling drywall 0 Negative B301 interior bedroom 1 ceiling drywall 0 Negative B301 interior bedroom 1 wall drywall 0 Negative B301 interior bedroom 1 floor wood 0 Negative B301 interior bedroom 1 door wood 0 Negative B301 interior bedroom 1 a/c penetration wood 0 Negative B301 interior bedroom 1 baseboard wood 0 Negative B301 interior bedroom 1 window casing drywall 0 Negative B301 interior bedroom 2 wall drywall 0 Negative B301 interior bedroom 2 ceiling drywall 0 Negative B301 interior bedroom 2 baseboard wood 0 Negative B301 interior bedroom 2 window casing wood 0 Negative B301 interior living room door casing wood 0 Negative B301 interior living room a/c penetration wood 0 Negative B301 interior living room wall drywall 0 Negative B301 interior living room ceiling drywall 0 Negative B301 interior living room crown molding wood 0 Negative 3 qov airn hIIIIIIS..I 1 'Ili °II 15 Good B502 exterior hall wall concrete 0 Negative B502 exterior hall window casing concrete 0 Negative B502 exterior hall a/c penetration concrete 0.01 Negative B502 exterior hall a/c penetration concrete 0.01 Negative B502 exterior hall a/c penetration wood 0 Negative B502 exterior hall threshold concrete 0 Negative B502 exterior hall threshold concrete 0 Negative B502 exterior hall door casing concrete 0 Negative B502 exterior hall door casing concrete 0 Negative BY THE SEA XRF 16-4323 EEbG: Lead-Based Paint Inspection Report December 19, 2016 Unit# Location Room Area Component Part Substrate Pb Result B502 exterior hall door casing wood 0.01 Negative B502 exterior hall door casing wood 0.01 Negative B502 exterior hall door wood 0.02 Negative B502 exterior hall door wood 0 Negative B502 exterior hall door wood 0.02 Negative B502 exterior hall door jamb wood 0.02 Negative B502 interior hall door casing wood 0.01 Negative B502 interior hall door wood 0 Negative B502 interior hall wall drywall 0 Negative B502 interior hall wall drywall 0 Negative B502 interior hall ceiling drywall 0 Negative B502 interior hall baseboard wood 0 Negative B502 interior kitchen baseboard wood 0 Negative B502 interior kitchen door casing wood 0.01 Negative B502 interior kitchen door wood 0.01 Negative B502 interior bedroom 2 wall drywall 0 Negative B502 interior bedroom 2 ceiling drywall 0 Negative B502 interior bedroom 2 window casing drywall 0 Negative B502 interior bedroom 2 baseboard wood 0 Negative B502 interior living room baseboard wood 0 Negative B502 interior living room wall drywall 0 Negative B502 interior living room ceiling drywall 0 Negative B502 interior living room door casing drywall 0 Negative B502 exterior balcony wall concrete 0 Negative B502 exterior balcony door casing concrete 0 Negative B502 interior bedroom 1 wall drywall 0 Negative B502 interior bedroom 1 ceiling drywall 0 Negative B502 interior bedroom 1 window casing drywall 0 Negative B502 interior bedroom 1 a/c penetration wood 0 Negative B502 interior bedroom 1 baseboard wood 0 Negative B509 exterior hall wall concrete 0 Negative B509 exterior hall window casing concrete 0 Negative B509 exterior hall door casing concrete 0 Negative B509 exterior hall threshold concrete 0 Negative B509 exterior hall door casing wood 0 Negative B509 exterior hall door wood 0 Negative B509 exterior hall door wood 0 Negative B509 exterior hall door jamb wood 0 Negative B509 interior hall door casing wood 0 Negative B509 interior hall door wood 0 Negative B509 interior hall wall drywall 0 Negative B509 interior hall wall drywall 0.04 Negative B509 interior hall ceiling drywall 0.04 Negative BY THE SEA XRF 16-4323 EEbG: Lead-Based Paint Inspection Report December 19, 2016 Unit# Location Room Area Component Part Substrate Pb Result B509 interior kitchen ceiling drywall 0.03 Negative B509 interior kitchen wall drywall 0.01 Negative B509 interior kitchen door casing drywall 0 Negative B509 interior kitchen door casing metal 0 Negative B509 interior living room door casing drywall 0 Negative B509 interior living room wall drywall 0.01 Negative B509 interior living room ceiling drywall 0.01 Negative B509 interior living room ceiling drywall 0 Negative B509 interior bedroom 1 ceiling drywall 0.01 Negative B509 interior bedroom 1 wall drywall 0.01 Negative B509 interior bedroom 1 window casing drywall 0.01 Negative B509 interior bedroom 2 window casing drywall 0 Negative B509 interior bedroom 2 ceiling drywall 0 Negative B509 interior bedroom 2 wall drywall 0 Negative B604 exterior hall wall concrete 0 Negative B604 exterior hall door casing concrete 0 Negative B604 exterior hall window casing concrete 0 Negative B604 exterior hall a/c penetration concrete 0 Negative B604 exterior hall a/c penetration wood 0.01 Negative B604 exterior hall a/c penetration metal 0 Negative B604 exterior hall threshold concrete 0 Negative B604 exterior hall door casing wood 0 Negative B604 exterior hall door wood 0 Negative B604 exterior hall door wood 0 Negative B604 exterior hall door jamb wood 0 Negative B604 interior hall door casing wood 0 Negative B604 interior hall door wood 0 Negative B604 interior hall wall drywall 0 Negative B604 interior hall wall drywall 0 Negative B604 interior hall ceiling drywall 0 Negative B604 interior hall baseboard wood 0 Negative B604 interior bedroom 1 baseboard wood 0 Negative B604 interior bedroom 1 a/c penetration wood 0 Negative B604 interior bedroom 1 window casing wood 0 Negative B604 interior bedroom 1 wall wood 0 Negative B604 interior bedroom 1 ceiling wood 0 Negative B604 interior living room ceiling wood 0 Negative B604 interior living room door casing wood 0 Negative B604 interior living room wall wood 0 Negative B604 interior living room a/c penetration wood 0 Negative B604 interior living room baseboard wood 0 Negative B604 exterior balcony wall concrete 0 Negative B604 exterior balcony door casing concrete 0 Negative BY THE SEA XRF 16-4323 EEbG: Lead-Based Paint Inspection Report December 19, 2016 Unit# Location Room Area Component Part Substrate Pb Result B604 exterior balcony threshold concrete 0.01 Negative B604 interior kitchen wall concrete 0 Negative B604 interior kitchen window casing concrete 0 Negative B609 exterior hall window casing concrete 0.01 Negative B609 exterior hall door casing concrete 0 Negative B609 exterior hall threshold concrete 0 Negative B609 exterior hall threshold concrete 0 Negative B609 exterior hall wall concrete 0 Negative B609 exterior hall door casing wood 0.01 Negative B609 exterior hall door casing wood 0.01 Negative B609 exterior hall door wood 0 Negative B609 exterior hall door wood 0 Negative B609 exterior hall door wood 0.01 Negative B609 exterior hall door jamb wood 0 Negative B609 interior hall door casing wood 0 Negative B609 interior hall door wood 0.02 Negative B609 interior hall baseboard wood 0 Negative B609 interior hall wall drywall 0 Negative B609 interior hall wall drywall 0 Negative B609 interior hall ceiling drywall 0 Negative B609 interior bedroom 1 ceiling drywall 0 Negative B609 interior bedroom 1 wall drywall 0 Negative B609 interior bedroom 2 wall drywall 0.01 Negative B609 interior bedroom 2 ceiling drywall 0 Negative B609 interior living room ceiling drywall 0 Negative B609 interior living room wall drywall 0 Negative B609 interior living room baseboard wood 0 Negative B609 interior living room door casing concrete 0 Negative B609 interior foyer door casing concrete 0.01 Negative B609 interior foyer wall concrete 0 Negative B609 interior foyer threshold concrete 0 Negative B609 interior kitchen door wood 0 Negative B609 interior kitchen door wood 0 Negative B609 interior kitchen wall drywall 0 Negative B609 interior kitchen ceiling drywall 0.01 Negative 9 111',Jov aiiin M11iS°°If" °I1 Olt. '1111109 Good III"Jov piin MtliS I 'I1 0It "II G)od A103 exterior hall wall concrete 0 Negative A103 exterior hall window casing concrete 0 Negative A103 exterior hall door casing concrete 0 Negative A103 exterior hall threshold concrete 0 Negative A103 exterior hall door casing wood 0.02 Negative BY THE SEA XRF 16-4323 EEbG: Lead-Based Paint Inspection Report December 19, 2016 Unit# Location Room Area Component Part Substrate Pb Result A103 exterior hall door wood 0 Negative A103 exterior hall door jamb wood 0.02 Negative A103 exterior hall door wood 0 Negative A103 interior hall door casing wood 0.01 Negative A103 interior hall door wood 0 Negative A103 interior hall baseboard wood 0 Negative A103 interior hall wall drywall 0 Negative A103 interior hall wall drywall 0 Negative A103 interior hall ceiling drywall 0 Negative A103 interior kitchen window casing drywall 0.01 Negative A103 interior kitchen wall drywall 0 Negative A103 interior living room wall drywall 0 Negative A103 interior living room ceiling drywall 0 Negative A103 interior living room door casing wood 0 Negative A103 interior living room a/c penetration wood 0 Negative A103 interior living room baseboard wood 0 Negative A103 interior bedroom 1 baseboard wood 0 Negative A103 interior bedroom 1 wall drywall 0 Negative A103 interior bedroom 1 ceiling drywall 0 Negative A103 interior bedroom 1 window casing drywall 0 Negative A103 exterior balcony wall concrete 0 Negative A103 exterior balcony door casing concrete 0.01 Negative A201 exterior hall wall concrete 0 Negative A201 exterior hall door casing concrete 0 Negative A201 exterior hall threshold concrete 0 Negative A201 exterior hall threshold concrete 0 Negative A201 exterior hall door casing concrete 0 Negative A201 exterior hall wall concrete 0 Negative A201 exterior hall window casing concrete 0 Negative A201 exterior hall door casing wood 0.04 Negative A201 exterior hall door casing wood 0.01 Negative A201 exterior hall door wood 0 Negative A201 exterior hall door wood 0 Negative A201 exterior hall door wood 0 Negative A201 exterior hall door jamb wood 0 Negative A201 interior hall door casing wood 0 Negative A201 interior hall wall drywall 0 Negative A201 interior hall wall drywall 0 Negative A201 interior hall ceiling drywall 0 Negative A201 interior hall baseboard wood 0 Negative A201 interior bedroom 1 baseboard wood 0 Negative A201 interior bedroom 1 a/c penetration wood 0 Negative BY THE SEA XRF 16-4323 EEbG: Lead-Based Paint Inspection Report December 19, 2016 Unit# Location Room Area Component Part Substrate Pb Result A201 interior bedroom 1 wall drywall 0 Negative A201 interior bedroom 1 ceiling drywall 0 Negative A201 interior bedroom 1 window casing drywall 0 Negative A201 interior living room window casing drywall 0 Negative A201 interior living room wall drywall 0 Negative A201 interior living room ceiling drywall 0 Negative A201 interior living room door casing drywall 0 Negative A201 interior living room a/c penetration wood 0 Negative A201 interior living room baseboard wood 0 Negative A201 exterior balcony wall concrete 0 Negative A201 exterior balcony door casing concrete 0 Negative A201 exterior balcony a/c penetration wood 0 Negative A201 exterior balcony threshold concrete 0.02 Negative A203 exterior balcony threshold concrete 0 Negative A203 exterior balcony door casing concrete 0 Negative A203 exterior balcony wall concrete 0 Negative A203 exterior balcony a/c penetration concrete 0 Negative A203 interior living room a/c penetration wood 0 Negative A203 interior living room wall drywall 0 Negative A203 interior living room ceiling drywall 0 Negative A203 interior living room door casing drywall 0 Negative A203 interior bedroom 1 window casing drywall 0 Negative A203 interior bedroom 1 wall drywall 0 Negative A203 interior bedroom 1 ceiling drywall 0 Negative A203 interior bedroom 1 a/c penetration wood 0 Negative A203 interior kitchen wall drywall 0 Negative A203 interior kitchen window casing drywall 0.01 Negative A203 interior kitchen ceiling drywall 0 Negative A203 interior hall ceiling drywall 0 Negative A203 interior hall wall drywall 0 Negative A203 interior hall wall drywall 0 Negative A203 interior hall door wood 0 Negative A203 interior hall door casing wood 0 Negative A203 exterior hall door jamb wood 0 Negative A203 exterior hall door jamb wood 0.04 Negative A203 exterior hall door casing wood 0 Negative A203 exterior hall door wood 0.01 Negative A203 exterior hall door casing concrete 0 Negative A203 exterior hall threshold concrete 0 Negative A203 exterior hall window casing concrete 0 Negative A203 exterior hall wall concrete 0 Negative Z 09 exterior hall wall concrete 0.01 Negative 09 exterior hall door casing concrete 0.01 Negative BY THE SEA XRF 16-4323 EEbG: Lead-Based Paint Inspection Report December 19, 2016 Unit# Location Room Area Component Part Substrate Pb Result A109 exterior hall window casing concrete 0 Negative A109 exterior hall threshold concrete 0 Negative A109 exterior hall threshold concrete 0 Negative A109 exterior hall door casing wood 0.01 Negative A109 exterior hall door jamb wood 0 Negative A109 exterior hall door wood 0.04 Negative A109 exterior hall door wood 0.03 Negative A109 exterior hall door jamb wood 0 Negative A109 exterior hall door wood 0.02 Negative A109 interior hall door casing wood 0.01 Negative A109 interior hall wall wood 0 Negative A109 interior hall wall wood 0 Negative A109 interior hall ceiling wood 0 Negative A109 interior kitchen ceiling wood 0 Negative A109 interior kitchen wall wood 0 Negative A109 interior kitchen door wood 0.01 Negative A109 interior kitchen door wood 0.01 Negative A109 interior bedroom 1 wall drywall 0.01 Negative A109 interior bedroom 1 ceiling drywall 0.01 Negative A109 interior bedroom 1 window casing drywall 0.01 Negative A109 interior bedroom 2 window casing drywall 0 Negative A109 interior bedroom 2 ceiling drywall 0 Negative A109 interior bedroom 2 wall drywall 0 Negative A109 interior living room wall drywall 0.01 Negative A109 interior living room ceiling drywall 0.01 Negative A109 interior living room door casing drywall 0.01 Negative A109 interior living room a/c penetration wood 0 Negative &111 oo SMIIIS..I M 04, M 03 Good 9 Ill oo IS M"" '1 04 M 2 ,;O(iI'M A304 exterior hall wall concrete 0 Negative A304 exterior hall a/c penetration concrete 0 Negative A304 exterior hall a/c penetration wood 0.02 Negative A304 exterior hall a/c penetration metal 0 Negative A304 exterior hall window casing concrete 0 Negative A304 exterior hall door casing concrete 0 Negative A304 exterior hall door casing wood 0.03 Negative A304 exterior hall door wood 0 Negative A304 exterior hall threshold concrete 0 Negative A304 exterior hall door wood 0.05 Negative A304 exterior hall door jamb wood 0 Negative A304 interior bedroom 2 door casing wood 0.01 Negative A304 interior hall door casing wood 0.01 Negative A304 interior hall wall drywall 0.02 Negative BY THE SEA XRF 16-4323 EEbG: Lead-Based Paint Inspection Report December 19, 2016 Unit# Location Room Area Component Part Substrate Pb Result A304 interior hall ceiling drywall 0.02 Negative A304 interior hall baseboard wood 0 Negative A304 interior kitchen window casing drywall 0 Negative A304 interior kitchen wall drywall 0.01 Negative A304 interior kitchen ceiling drywall 0.01 Negative A304 interior living room ceiling drywall 0.01 Negative A304 interior living room wall drywall 0.02 Negative A304 interior living room door casing drywall 0 Negative A304 interior living room a/c penetration wood 0 Negative A304 exterior foyer a/c penetration wood 0 Negative A304 exterior foyer wall concrete 0 Negative A304 exterior foyer door casing concrete 0.01 Negative A304 exterior foyer threshold concrete 0 Negative A310 exterior hall threshold concrete 0 Negative A310 exterior hall a/c penetration concrete 0.01 Negative A310 exterior hall wall concrete 0 Negative A310 exterior hall window casing concrete 0.01 Negative A310 exterior hall door casing concrete 0 Negative A310 exterior hall door casing concrete 0 Negative A310 exterior hall door casing wood 0.02 Negative A310 exterior hall door casing wood 0.02 Negative A310 exterior hall threshold concrete 0 Negative A310 exterior hall door wood 0.04 Negative A310 exterior hall door casing wood 0 Negative A310 exterior hall door jamb wood 0.01 Negative A310 exterior hall door wood 0 Negative A310 interior hall door casing wood 0.01 Negative A310 interior hall door wood 0 Negative A310 interior hall wall drywall 0 Negative A310 interior hall wall drywall 0 Negative A310 interior hall ceiling drywall 0 Negative A310 interior hall baseboard wood 0.01 Negative A310 interior kitchen baseboard wood 0.02 Negative A310 interior kitchen door wood 0.03 Negative A310 interior kitchen door casing wood 0.02 Negative A310 interior kitchen wall drywall 0.01 Negative A310 interior kitchen ceiling drywall 0 Negative A310 interior bedroom 1 ceiling drywall 0 Negative A310 interior bedroom 1 wall drywall 0 Negative A310 interior bedroom 1 window casing drywall 0.01 Negative A310 interior bedroom 1 a/c penetration wood 0.01 Negative A310 interior bedroom 2 wall drywall 0 Negative A310 interior bedroom 2 ceiling drywall 0 Negative BY THE SEA XRF 16-4323 EEbG: Lead-Based Paint Inspection Report December 19, 2016 Unit# Location Room Area Component Part Substrate Pb Result A310 interior bedroom 2 window casing drywall 0 Negative A310 interior bedroom 1 window casing drywall 0 Negative A310 interior bedroom 1 ceiling drywall 0 Negative A310 interior bedroom 1 wall drywall 0 Negative A310 interior living room wall drywall 0 Negative A310 interior living room door casing drywall 0.01 Negative A310 interior living room ceiling drywall 0 Negative A310 interior living room baseboard wood 0.02 Negative A310 interior living room a/c penetration wood 0.02 Negative A310 interior living room baseboard wood 0.02 Negative A310 exterior balcony threshold concrete 0 Negative A310 exterior balcony door casing concrete 0.01 Negative A310 exterior balcony wall concrete 0 Negative A405 exterior hall wall concrete 0 Negative A405 exterior hall door wood 0.01 Negative A405 exterior hall door casing wood 0 Negative A405 exterior hall door jamb wood 0 Negative A405 exterior hall threshold wood 0 Negative A405 interior hall door wood 0.01 Negative A405 interior hall door casing wood 0 Negative A405 interior hall wall drywall 0 Negative A405 interior hall ceiling drywall 0 Negative A405 interior living room ceiling drywall 0 Negative A405 interior living room wall drywall 0 Negative A405 interior living room door casing drywall 0 Negative A405 interior living room a/c penetration wood 0 Negative A405 exterior balcony a/c penetration wood 0 Negative A405 exterior balcony wall concrete 0.01 Negative A405 exterior balcony door casing concrete 0.01 Negative A405 exterior balcony threshold concrete 0.01 Negative A405 interior bedroom 1 ceiling drywall 0 Negative A405 interior bedroom 1 wall drywall 0 Negative A405 interior bedroom 1 window casing drywall 0 Negative A405 interior bedroom 1 a/c pene wood 0 Negative A405 interior bedroom 1 a/c pene wood 0 Negative A405 interior bedroom 1 ceiling drywall 0 Negative A405 interior bedroom 1 wall drywall 0 Negative A405 interior bedroom 1 window casing drywall 0 Negative A408 exterior hall window casing concrete 0.01 Negative A408 exterior hall door casing concrete 0 Negative A408 exterior hall threshold concrete 0 Negative A408 exterior hall wall concrete 0 Negative A408 exterior hall door casing wood 0.03 Negative BY THE SEA XRF 16-4323 EEbG: Lead-Based Paint Inspection Report December 19, 2016 Unit# Location Room Area Component Part Substrate Pb Result A408 exterior hall door jamb wood 0 Negative A408 exterior hall door wood 0 Negative A408 exterior hall door casing wood 0.01 Negative A408 interior hall door jamb wood 0 Negative A408 interior hall door wood 0 Negative A408 interior hall wall drywall 0 Negative A408 interior hall ceiling drywall 0 Negative A408 interior kitchen ceiling drywall 0 Negative A408 interior kitchen wall drywall 0 Negative A408 interior kitchen door casing drywall 0 Negative A408 interior living room door casing drywall 0 Negative A408 interior living room wall drywall 0 Negative A408 interior living room ceiling drywall 0 Negative A408 interior bedroom 1 ceiling drywall 0 Negative A408 interior bedroom 1 wall drywall 0 Negative A408 interior bedroom 1 window casing drywall 0 Negative A408 exterior hall threshold concrete 0 Negative % 1lgoo 011S If" °I1 011'Ili 0.95 C(uiod % IIIItoo hIIIIIIS If" II 0IJ. °I1 ; ood A504 exterior hall threshold concrete 0 Negative A504 exterior hall wall concrete 0 Negative A504 exterior hall window casing concrete 0 Negative A504 exterior hall door casing concrete 0 Negative A504 exterior hall door casing wood 0.01 Negative A504 exterior hall door wood 0 Negative A504 exterior hall door jamb wood 0.01 Negative A504 interior hall door wood 0 Negative A504 interior hall door casing wood 0 Negative A504 interior hall ceiling drywall 0 Negative A504 interior hall wall drywall 0 Negative A504 interior hall wall drywall 0 Negative A504 interior bedroom 1 ceiling drywall 0 Negative A504 interior bedroom 1 window casing drywall 0 Negative A504 interior living room ceiling drywall 0 Negative A504 interior living room door casing drywall 0 Negative A504 interior living room wall drywall 0 Negative A504 interior living room a/c penetration wood 0 Negative A504 exterior balcony a/c penetration wood 0.01 Negative A504 exterior balcony door casing concrete 0 Negative A504 exterior balcony wall concrete 0 Negative A504 exterior balcony threshold concrete 0 Negative A504 interior kitchen wall drywall 0 Negative A504 interior kitchen window casing drywall 0 Negative BY THE SEA XRF 16-4323 EEbG: Lead-Based Paint Inspection Report December 19, 2016 Unit# Location Room Area Component Part Substrate Pb Result A504 interior kitchen ceiling drywall 0 Negative A505 exterior hall wall concrete 0 Negative A505 exterior hall threshold concrete 0 Negative A505 exterior hall threshold concrete 0 Negative A505 exterior hall door casing concrete 0 Negative A505 exterior hall door casing concrete 0 Negative A505 exterior hall door casing wood 0 Negative A505 exterior hall door casing wood 0 Negative A505 exterior hall door wood 0 Negative A505 exterior hall door wood 0.02 Negative A505 exterior hall door jamb wood 0 Negative A505 exterior hall door wood 0 Negative A505 interior living room door casing wood 0.03 Negative A505 interior living room door casing wood 0 Negative A505 interior living room baseboard wood 0 Negative A505 interior living room wall drywall 0.01 Negative A505 interior living room ceiling drywall 0.01 Negative A505 interior living room door casing drywall 0 Negative A505 interior living room a/c penetration wood 0 Negative A505 exterior balcony a/c penetration concrete 0 Negative A505 exterior balcony wall concrete 0 Negative A505 exterior balcony door casing concrete 0 Negative A505 exterior balcony threshold concrete 0.01 Negative A505 interior bedroom 1 ceiling drywall 0.01 Negative A505 interior bedroom 1 wall drywall 0 Negative A505 interior bedroom 1 window casing drywall 0.01 Negative A505 interior bedroom 1 baseboard wood 0.01 Negative A505 interior bedroom 2 baseboard wood 0.02 Negative A505 interior bedroom 2 wall drywall 0.01 Negative A505 interior bedroom 2 ceiling drywall 0.01 Negative A505 interior bedroom 2 window casing drywall 0.01 Negative A505 interior kitchen ceiling drywall 0 Negative A505 interior kitchen wall drywall 0 Negative A505 interior kitchen door wood 0.01 Negative A505 interior kitchen door wood 0.02 Negative A505 interior kitchen baseboard wood 0.02 Negative A603 exterior hall wall concrete 0 Negative A603 exterior hall window casing concrete 0 Negative A603 exterior hall door casing concrete 0.01 Negative A603 exterior hall door casing wood 0 Negative A603 exterior hall door wood 0 Negative ZA603 exterior hall threshold concrete 0 Negative A603 interior hall ceiling drywall 0 Negative BY THE SEA XRF 16-4323 EEbG: Lead-Based Paint Inspection Report December 19, 2016 Unit# Location Room Area Component Part Substrate Pb Result A603 interior hall wall drywall 0 Negative A603 interior hall door wood 0 Negative A603 interior hall door casing wood 0 Negative A603 interior kitchen window casing drywall 0 Negative A603 interior kitchen wall drywall 0 Negative A603 interior kitchen ceiling drywall 0 Negative A603 interior living room ceiling drywall 0 Negative A603 interior living room door casing drywall 0 Negative A603 interior living room wall drywall 0 Negative A603 interior living room a/c penetration wood 0 Negative A603 exterior balcony wall concrete 0 Negative A603 exterior balcony door casing concrete 0 Negative A603 exterior balcony threshold concrete 0 Negative A603 exterior balcony a/c pene wood 0 Negative A603 interior bedroom 1 a/c pene wood 0 Negative A603 interior bedroom 1 wall drywall 0 Negative A603 interior bedroom 1 window casing drywall 0 Negative A603 interior bedroom 1 ceiling drywall 0 Negative A608 exterior hall wall concrete 0 Negative A608 exterior hall window casing concrete 0 Negative A608 exterior hall threshold concrete 0 Negative A608 exterior hall a/c penetration concrete 0 Negative A608 exterior hall a/c penetration wood 0 Negative A608 exterior hall door wood 0 Negative A608 exterior hall door wood 0.01 Negative A608 exterior hall door casing wood 0 Negative A608 exterior hall door jamb wood 0 Negative A608 interior hall door wood 0 Negative A608 interior hall door casing wood 0.01 Negative A608 interior hall wall drywall 0 Negative A608 interior hall ceiling drywall 0.01 Negative A608 interior kitchen ceiling drywall 0 Negative A608 interior kitchen wall drywall 0 Negative A608 interior kitchen window casing drywall 0 Negative A608 interior bedroom 1 window casing drywall 0.01 Negative A608 interior bedroom 1 wall drywall 0.01 Negative A608 interior bedroom 1 ceiling drywall 0 Negative A608 interior bedroom 1 a/c penetration wood 0 Negative A608 interior living room a/c penetration wood 0 Negative A608 interior living room wall drywall 0 Negative A608 interior living room door casing drywall 0 Negative A608 interior living room ceiling drywall 0 Negative A608 exterior balcony wall concrete 0 Negative BY THE SEA XRF 16-4323 EEG: Lead-Based Paint Inspection Report December 19, 2016 Unit# Location Room Area Component Part Substrate Pb Result A608 exterior balcony a/c penetration metal 0 Negative A608 exterior balcony door casing concrete 0 Negative A608 exterior balcony threshold concrete 0 Negative 8 IIIItov "1IIIIS,If" II 011j. 1.03 Good 1'111 401v %S If" 1 01111. 1 08 Good C112 exterior hall threshold concrete 0 Negative C112 exterior hall threshold concrete 0 Negative C112 exterior hall wall concrete 0 Negative C112 exterior hall window casing concrete 0 Negative C112 exterior hall door casing concrete 0 Negative C112 exterior hall door casing wood 0 Negative C112 exterior hall door wood 0 Negative C112 exterior hall door wood 0 Negative C112 exterior hall door casing wood 0 Negative C112 exterior hall door jamb wood 0 Negative C112 exterior balcony window casing concrete 0 Negative C112 exterior balcony door casing concrete 0 Negative C112 exterior balcony wall concrete 0 Negative C112 exterior balcony threshold concrete 0 Negative C112 interior living room door wood 0 Negative C112 interior living room door casing wood 0 Negative C112 interior living room baseboard wood 0 Negative C112 interior living room wall drywall 0 Negative C112 interior living room ceiling drywall 0 Negative C112 interior living room door casing drywall 0 Negative C112 interior living room window casing drywall 0 Negative C112 interior bedroom 1 window casing drywall 0.01 Negative C112 interior bedroom 1 wall drywall 0.01 Negative C112 interior bedroom 1 ceiling drywall 0.01 Negative C112 interior bedroom 1 baseboard wood 0 Negative C112 interior bedroom 1 baseboard wood 0 Negative C112 interior bedroom 2 baseboard wood 0 Negative C112 interior bedroom 2 baseboard wood 0 Negative C112 interior bedroom 2 wall wood 0 Negative C112 interior bedroom 2 wall drywall 0 Negative C112 interior bedroom 2 window casing drywall 0 Negative C112 interior bedroom 2 ceiling drywall 0 Negative C219 exterior hall wall concrete 0 Negative C219 exterior hall window casing concrete 0 Negative C219 exterior hall door casing concrete 0 Negative C219 exterior hall threshold concrete 0 Negative C219 exterior hall door wood 0 Negative C219 exterior hall door wood 0 Negative BY THE SEA XRF 16-4323 EEbG: Lead-Based Paint Inspection Report December 19, 2016 Unit# Location Room Area Component Part Substrate Pb Result C219 exterior hall door casing wood 0.07 Negative C219 exterior hall door jamb wood 0 Negative C219 interior hall door wood 0.06 Negative C219 interior hall door wood 0.03 Negative C219 interior hall ceiling drywall 0 Negative C219 interior hall wall drywall 0 Negative C219 interior hall wall drywall 0 Negative C219 interior kitchen wall drywall 0.03 Negative C219 interior kitchen ceiling drywall 0.02 Negative C219 interior kitchen window casing drywall 0.03 Negative C219 interior living room wall wood 0 Negative C219 interior living room baseboard wood 0 Negative C219 interior living room a/c penetration wood 0 Negative C219 interior living room wall drywall 0 Negative C219 interior living room door casing drywall 0 Negative C219 interior living room ceiling drywall 0 Negative C219 exterior balcony door casing concrete 0 Negative C219 exterior balcony wall concrete 0 Negative C219 exterior balcony a/c penetration concrete 0 Negative C219 exterior balcony threshold concrete 0.02 Negative C219 exterior bedroom 1 wall drywall 0 Negative C219 exterior bedroom 1 wall drywall 0 Negative C219 exterior bedroom 1 window casing drywall 0 Negative C219 exterior bedroom 1 a/c penetration drywall 0 Negative C101 exterior hall wall concrete 0 Negative C101 exterior hall window casing concrete 0.01 Negative C101 exterior hall window casing concrete 0.01 Negative C101 exterior hall wall concrete 0 Negative C101 exterior hall threshold concrete 0 Negative C101 exterior hall threshold concrete 0 Negative C101 exterior hall door casing concrete 0 Negative C101 exterior hall door casing concrete 0 Negative C101 exterior hall door casing wood 0 Negative C101 exterior hall door casing wood 0 Negative C101 exterior hall door wood 0.09 Negative C101 exterior hall door wood 0.07 Negative C101 exterior hall door wood 0.37 Negative C101 exterior hall door jamb wood 0.27 Negative C101 interior kitchen door wood 0 Negative C101 interior kitchen door casing wood 0.01 Negative C101 interior kitchen baseboard wood 0.01 Negative Rinterior kitchen wall drywall 0 Negative interior kitchen ceiling drywall 0 Negative BY THE SEA XRF 16-4323 EEG: Lead-Based Paint Inspection Report December 19, 2016 Unit# Location Room Area Component Part Substrate Pb Result C101 interior bedroom 1 ceiling drywall 0 Negative C101 interior bedroom 1 wall drywall 0 Negative C101 interior bedroom 1 a/c penetration drywall 0 Negative C101 interior bedroom 1 window casing drywall 0 Negative C101 interior bedroom 1 window sill wood 0 Negative C101 interior bedroom 1 baseboard wood 0 Negative C101 interior bedroom 2 baseboard wood 0 Negative C101 interior bedroom 2 window casing drywall 0 Negative C101 interior bedroom 2 wall drywall 0 Negative C101 interior bedroom 2 ceiling drywall 0 Negative C101 interior hall ceiling drywall 0 Negative C101 interior hall window casing drywall 0 Negative C101 interior hall wall drywall 0 Negative C101 interior living room wall drywall 0 Negative C101 interior living room wall wood 0 Negative C101 interior living room ceiling wood 0 Negative C101 interior living room door casing wood 0 Negative C101 interior living room a/c penetration wood 0 Negative C101 exterior balcony a/c penetration wood 0 Negative C101 exterior balcony wall concrete 0 Negative C101 exterior balcony door casing concrete 0 Negative m0, lgov 0111m8I °'1 0,4, 1 °'18 C(°wvm°1 10 IMvv 4 S I"" 1,04 °1 06 Good C301 exterior hall wall concrete 0 Negative C301 exterior hall a/c pene concrete 0 Negative C301 exterior hall window casing concrete 0 Negative C301 exterior hall window casing concrete 0 Negative C301 exterior hall a/c pene concrete 0 Negative C301 exterior hall door casing concrete 0 Negative C301 exterior hall door casing concrete 0 Negative C301 exterior hall door casing wood 0.54 Negative C301 exterior hall door casing wood 0.54 Negative C301 exterior hall door wood 0 Negative C301 exterior hall door wood 0.06 Negative C301 exterior hall door wood 0.09 Negative C301 exterior hall door jamb wood 0.01 Negative C301 interior hall door wood 0.14 Negative C301 interior hall door casing wood 0.07 Negative C301 interior hall baseboard wood 0.08 Negative C301 interior hall wall drywall 0 Negative C301 interior hall ceiling drywall 0 Negative C301 interior bedroom 1 ceiling drywall 0 Negative C301 interior bedroom 1 window casing drywall 0 Negative BY THE SEA XRF 16-4323 EEbG: Lead-Based Paint Inspection Report December 19, 2016 Unit# Location Room Area Component Part Substrate Pb Result C301 interior bedroom 1 wall drywall 0 Negative C301 interior bedroom 1 a/c penetration wood 0 Negative C301 interior bedroom 1 baseboard wood 0 Negative C301 interior bedroom 2 baseboard wood 0.03 Negative C301 interior bedroom 2 a/c penetration wood 0.02 Negative C301 interior bedroom 2 a/c penetration wood 0 Negative C301 interior bedroom 2 wall drywall 0.02 Negative C301 interior bedroom 2 wall drywall 0.03 Negative C301 interior bedroom 2 window casing drywall 0.02 Negative C301 interior bedroom 2 window casing drywall 0.03 Negative C301 interior bedroom 2 ceiling drywall 0 Negative C301 interior kitchen ceiling drywall 0 Negative C301 interior kitchen window casing drywall 0 Negative C301 interior kitchen wall drywall 0 Negative C301 interior living room wall drywall 0 Negative C301 interior living room a/c penetration wood 0 Negative C301 interior living room baseboard wood 0 Negative C301 interior living room door casing drywall 0 Negative C301 interior living room wall drywall 0 Negative C301 interior living room ceiling drywall 0 Negative C301 exterior living room a/c penetration wood 0 Negative C301 exterior balcony wall concrete 0 Negative C301 exterior balcony door casing concrete 0 Negative C301 exterior balcony threshold concrete 0 Negative C301 interior kitchen wall drywall 0 Negative C301 interior kitchen ceiling drywall 0 Negative C301 interior kitchen door wood 0.48 Negative C301 interior kitchen door wood 0.69 Negative C301 interior bedroom 2 ceiling drywall 0 Negative C301 interior bedroom 2 wall drywall 0 Negative C301 interior bedroom 2 window casing drywall 0 Negative C317S interior bedroom 1 window casing drywall 0 Negative C317S interior bedroom 1 ceiling drywall 0 Negative C317S interior bedroom 1 wall drywall 0 Negative C317S interior bedroom 1 a/c penetration wood 0 Negative C317S interior bedroom 1 baseboard wood 0.01 Negative C317S interior living room baseboard wood 0.01 Negative C317S interior living room a/c penetration wood 0 Negative C317S interior living room wall drywall 0 Negative C317S interior living room wall drywall 0 Negative C317S interior living room door casing drywall 0 Negative C317S interior living room door casing drywall 0 Negative C317S interior living room ceiling drywall 0 Negative BY THE SEA XRF 16-4323 EEbG: Lead-Based Paint Inspection Report December 19, 2016 Unit# Location Room Area Component Part Substrate Pb Result C317S interior kitchen ceiling drywall 0 Negative C317S interior kitchen wall drywall 0 Negative C317S interior kitchen window casing drywall 0 Negative C317S interior kitchen baseboard wood 0.01 Negative C317S interior living room door casing drywall 0 Negative C317S interior living room door wood 0 Negative C317S exterior hall door jamb wood 0.02 Negative C317S exterior hall door wood 0 Negative C317S exterior hall door casing wood 0.01 Negative C317S exterior hall door casing concrete 0 Negative C317S exterior hall threshold concrete 0 Negative C317S exterior hall wall concrete 0 Negative C317S exterior hall wall concrete 0 Negative C317S exterior hall a/c penetration wood 0 Negative C317S exterior hall wall concrete 0 Negative C317S exterior hall wall concrete 0 Negative C317S exterior hall wall concrete 0.01 Negative C317S exterior hall threshold concrete 0 Negative C317S exterior hall a/c penetration wood 0 Negative C212 exterior hall wall concrete 0.01 Negative C212 exterior hall a/c penetration concrete 0 Negative C212 exterior hall a/c penetration wood 0 Negative C212 exterior hall window casing concrete 0 Negative C212 exterior hall threshold concrete 0 Negative C212 exterior hall door casing concrete 0 Negative C212 exterior hall door casing wood 0.01 Negative C212 exterior hall door wood 0.07 Negative C212 exterior hall door jamb wood 0.08 Negative C212 interior hall door wood 0.02 Negative C212 interior hall door wood 0.02 Negative C212 interior hall ceiling drywall 0 Negative C212 interior hall ceiling drywall 0 Negative C212 interior hall wall drywall 0 Negative C212 interior bedroom 1 wall drywall 0 Negative C212 interior bedroom 1 ceiling drywall 0 Negative C212 interior bedroom 1 window casing drywall 0 Negative C212 interior bedroom 1 a/c penetration wood 0 Negative C212 interior living room a/c penetration wood 0 Negative C212 interior living room wall drywall 0 Negative C212 interior living room door casing drywall 0 Negative C212 interior living room window casing drywall 0 Negative C212 interior living room ceiling drywall 0 Negative C212 interior living room ceiling drywall 0 Negative BY THE SEA XRF 16-4323 EEbG: Lead-Based Paint Inspection Report December 19, 2016 Unit# Location Room Area Component Part Substrate Pb Result C212 exterior balcony wall concrete 0.01 Negative C212 exterior balcony door casing concrete 0 Negative 111 1gov IS I °II 011IIi 1 °I°I G(ui,od BY THE SEA XRF 16-4323 EEbG: Lead-Based Paint Inspection Report December 19, 2016 APPENDIX B CERTIFICATES BY THE SEA XRF 16-4323 O N CID N C C7 r (�, .2 _ ch 03 i %/ jrr j r rr% / it 32 ii r' o uu IN 4w6 ,Yt tC! rn 0 arnerican board of industrial hygiene® organized to improve the practice of industrial hygiene proclaims that ja SaCC having met all requirements of education, experience and examination, and ongoing maintenance, is hereby certified in the COMPREHENSIVE PRACTICE of INDUSTRIAL HYGIENE and has the right to use the designations CERTIFIED INDUSTRIAL HYGIENIST CI Certificate Number 5610 CP Awarded: July 15, 1992 Expiration Date: December 1, 2018 2�621� Chair ABIH 6txecutive 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LL W H wQ� wp ✓ V Lb _ Q dLU 71 � w wu e R� uU qF Qy w w w � r =mow � � _ � •� �k �. a �a� 3 ffi or n3E w SY d Y a v c _ w � a d ww �w >d oa as 0 o� - O O t3o�' $� V J O 2 g $ $ 6 n a 3 Z = Mzo p - oE Ll a a a o E s� 0 e v dL a a� co J 4 4 w� a z� w o� w pOv' a a :_ m rc3 u N U cr m v c m n am�ppFa �m w �F �P P F W zOZOaaw �L �g ZLu Z O LLo o p w z a ❑ GYP �, „ .. o n m a O tt K w F a v v g3_ O _ am_ r O LL LE coJ H a j Y �iml °7 U O = _ H Lb d = o °) Q W o F l o 00 a �111 lull w w � r =mow � � _ � •� �k �. a �a� 3 ffi - or n3E w SY d Y a v c _ w � a d ww �w >d oa as 0 o 0 - ' o� - O O J p 2 Z g $ $ n a 3 Mzo - - _ L f/ a a a o E x Er =a s� 0 e v dL a a d� Aar _ � kwoo-; �` 0 "� J 4 4 w� a w b o� m��s de � � w w rc3 u N U o 0 0 m ZWaOw� N a h 8 v c m n vaa wozo Sao a9 s - 3 2 P F Z W zOZOaaw �L Z [�LLo o � p w z a � ❑ .� GYP � � �, � „ .. ---------------------------------------------------------- co 0 —_— Q 8 E ZO �1a 3a z3 O z LL W — 3 Q Cl) cc Ell I � m cc d _ o o Q Z O o z Z o3a a o w w w � r =mow � � _ � •� �k �. a �a� 3 ffi - or n3E w SY d Y a v c _ w � a o �s � d ww �w >d oa as 0 o� g $ $ 6 n a 3 Z Mzo p — L o a a a w o e w s= m� t o E s� 0 e v dL a a d� Aar f _cokwoo-; �=r m� "� J 4 4 w� a w b o� m��s de � � w w m rc3 u N U m ZU'WaOw� N a_ h v Al c m n wozo Sao a9 s _ 3 2 Z W zOZOaaw �L Lu Z [�LLo o � p w z a � ❑ .� GYP � � �, � „ .. z 1f) 0 p LL N-� O o og O w0 O W w _ w - LU W LU Nu Ell, N„ l ) Y w 3 $ d w � r =mow � � _ � •� �k �. ffi -a- or n3E w SY d Y a v c _ w � a d ww �w >d oa a as 0 o o� - O O t3o�' t3 N Z g $ n a 43 = Mzo p - o u a a a m� t E s� 0 e v dL a J 4 4 w� a w b o� w wy`°w"' o o R pOv' m ZWaOw� N a h 8 v c m n wozo Sao a9 s _ 3 2 LL w O j p & i o � a��ppFa � �m P F � ZLuW zOZOaaw �L �g Z [�LLo o � p w z a � ❑ .� GYP � � �, 0 onmaIttx w a v Jd 8 CC O � a LL m op o Q E a �LL w=wo„ oc q E J --------------- (L go O — —� O m LJL fA LLI a u p D LU Wir LLI Z OE --------------------------------- — W 9 c E w 0 a: ww z-_ prc O w w w � r =mow � _ _ � •� �k �. a �a� 3 ffi — or n3E w SY d Y a v c _ w � a S s o Piz'N d ww �w >d oa as 0 Z � Eli2 ' o� J p 2 U Z g $ n a43 M 9, p — o L a a a o E 0 s� 0 e v dL a b a d� Aar _ w� a w o= m��s de � � w w pOv' a a :_ m rc3 u N U m ZWaOW� N a h 8 v c m n w9_zt. i o a��ppFa P F W zOZOaaw c� -o av_v Z o n m a 2 tt X w F a v ------------------------------------------------- 0� cli - U M m 71 o �_- - LL co a: w w o H W Q d _ o Z O2 w m � -�_'__ 3 o W �d od Z � Nry 6 w w � r =mow � _ _ � •� �k �. a �a� 3 ffi -a- - - - or n3E w SY d Y a v c _ w � a s o Piz'N cj s g w 3 $ LL$ d - a w lull I: w >d oa o =o as 0 o� m U Z g $ $ n a Mzo L a a a E s� 0 e v dL a w� a w b o� w pOv' a a :_ m rc3 u N U m v c m n Cc LL w O Z W zOZOaaw �L Z [�LLo o � p w z a � ❑ .� GYP � � �, � ., .. o n m a O tt K w F a v v a ww�BHLL�ea €3 _ 0 co O m i g Q ?8_ O EL Lu H In wo Lb 2 cc 3 Q W _ 02 � w wu e R� uU qF Qy o w � r a �a� 3 ffi v r E m 7 W _ _ d w �w o� 0 o In ro 0 � 0 w o� $ $ n $ a 43 zo _ o� o dt o L a a m a 0 3 "st - m,m _ _ _ d� d w v dz 0 �?. a °oa �o Gov a` �w �a J R w a W wN�w o R oO�wa m ZOWaOW� N u_ h 8 � w v �oQo3ao9 s _ 3 g 2 Wao�opW z _ FFx w F v J W LL Y o a a a v € € Q ❑ __-__ ___ �__ _ „_�a zp o�m_�� a z a 3= co- m 030 fop r O J _E_ 0 LL Cc LLI - _ a: d - o Zol— 03� o o cj a w w � r =mow � � _ � •� �k �. a �a� 3 ffi — or n3E w SY d Y a v c _ w � a d ww �w >d oa as 0 o� Z g $ n a43 Mzo Lul a a o E s� 0 e v dL a a� w� a w b o� w OOv' a a :_ m rc3 u N U m ZOWaOw� N h 8> v c m n wozo Sao a9 3 � '� 2 ul Z LV zOZOaaw �L ZLU [�LLo o � p w z a � ❑ .� GYP � � �, � „ .. o n m a O tt K w F a v v a 8 CC o °'El U - CC) co [��i s IL cc =w =w W Do O _ —� o O L—Li —o� W =z� 0 W Lb W s Ow LL x w LL d U i I O Z t 9 m ' Z m wo w w � r oCo =mow � � _ � •� �k �. or n3E w SY d Y a v c _ w18, lull a 77 El W d ww �w >d oa a as 0 o 0 - ' o� - O O J p 2 Z g $ $ n a 3 Mzo - - L _ a a a o E x Er `=a 0 s� 0 e v dL a a d� Aar _ f/) kwoo-; �=r m� "� J 4 4 w� a w b o� m��s de � � w w pOv' a a :_ m rc3 u N U o 0 0 m ZWaOw� N a h 8 v c m n vaa wozo Sao a9 s _ 3 2 LL w O j p & i o a��ppFa �m w �F �P P F Z W zOZOaaw �L �g Z w [�LLo o � p w z a Q ❑ .� GYP � � �, � „ .. I — 0 d 5 m IU Z O m - a 8 E 33� m O m w z LL Cl) Fli ¢00IL ILL, f cc W - tt Z O cc a - O O si a lull O K Y c z Z t3 o O w� Nry � w wu e R� uU qF Qy o w � r a �a� 3 ffi - � v c _ r E m 7 W - r - -e„ a� o„ _ _ d w� �w s— ro 0 0 w Z o 2 o� 3 O O t3o� w� O 4 0 0 _ Z g $ $ n $ a 3 zo _ o� o dt o �m� L a a m a st d� d w v dz 0 4 4 a � °oa o Gov a` �w �a R w a wN�w o R oO�wa � m rc3 � y W m ZOW¢Ow� N h 8 v �oQo3ao9 s _ 3 g 2 LL w O j E o 8 & W FFx w F v J LU �¢ zp 8 CC 0 U .N O ID o o Ell, O LLI r _U3mm 3w \4� O PE LUL _ Lba a ce u _ W Z n) Y Z t3¢ p Z 4 U 3 w � r =mow � � _ � •� �k �. a �a� 3 ffi - or n3E w SY d Y a v c _ w � a d ww �w >d oa as 0 o� Z g $ n a 3 = Mzo p — o �m� Eq — — _ L a a a E s� 0 e v dL a J 4 4 w� a w b o� w pOv' a a :_ m rc3 u N U Z O O O m OWaOw� N a_ h 8� � � w v c m n ZLUW ZOZOaaw �L �g Z [�LLo o � p w z a Q ❑ .� GYP � � �, � ., .. o n m a O tt K w F a v v a -- J. ---- — 3 � ❑ �0 3 T o O �o a zo 3 s U d C- LL co H ir y Lb d W U m O u 0 o og10 . 3� O 3 m� a m o� w w � r =mow � � _ � •� �k �. a �a� 3 ffi — or n3E w SY d Y a v c a w � a 5 lull I: d ww �w >d oa as 0 o� - O O t3o�' $� V J O 2 zo Z g $ $ 43 Mzo E L a a a E s� 0 e v dL a a d� Aar f _cokwoo-; �=r m� "� J 4 4 w� a w b o� m��s de � � w w m rc3 u N U m ZOWaOw� N h 8> v c m n w ozo Sao a9 s _ 3 2 Cc i o a��ppFa �m w �F �P P F W zOZOaaw �L �g Z Z [�LLo o � p w z a � ❑ .� GYP � � �, o n m a O tt K w F a v v a o� - O a3- 0 -_ o o to m T U o Z N a wo - c wLLv a) O W 0ft D _ - °o = W Lb � o _ � � ~ irW a z'y w3w Y Zw Zw —w mw Q w w„ 3y � .$p w3a U ❑O O O o - c jQ U ---------------------------------- WU w w w � r =mow � � _ � •� �k �. a �a� 3 ffi -a- - - - or n3E w SY d Y a v c _ w � a S s 8 o Piz'N uN r d ww �w >d oa as 0 o� U t3 N 3 f m U Z g $ n a 43 = Mzo p - o �m� Eq - - _ L a a m� t o E s� 0 e� v dL a a� w� a w b o� � w w pOv' a a :_ m rc3 u N U m v c m n LL w O j � pFa � �m W zOZOaaw c� -o av_v oz �L �g ZLU a ❑ GYP �, „ .. 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