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Item T03 I�`� 4 ' '' "tr, BOARD OF COUNTY COMMISSIONERS County of Monroe \,a� Mayor Michelle Coldiron,District 2 �1 _llll Mayor Pro Tem David Rice,District 4 Tire Florida.Keys �� Craig Cates,District 1 Eddie Martinez,District 3 w Mike Forster,District 5 County Commission Meeting February 17, 2021 Agenda Item Number: T.3 Agenda Item Summary #7367 REVISED AC IJ : Corrected Item Background to reference seven (7)bids received, and corrected attached Bid Tabulation Sheet BULK ITEM: Yes DEPARTMENT: Airports TIME APPROXIMATE: STAFF CONTACT: Richard Strickland(305) 809-5200 N/A AGENDA ITEM WORDING: Approval to award bid and contract to the second lowest responsive bidder Marino Construction Group, Inc., in the amount of $499,950.00 for the Florida Keys Marathon International Airport Hangars Rehabilitation project. The project is funded by State FDOT Grant GIP05 (80%) and Marathon Airport Operating Fund 403 (20%). ITEM BACKGROUND: Seven (7) bids were received at the bid opening held December 10, 2020: Gulf KeyStar, $1,155,542.00; OAC Action Construction $1,005,720.00; One Source Restoration & Building $763,380.00; Alen Construction $758,801.00, Marino Construction $499,950.00; and James S. Lavold $352,420.00 and Martin Case Construction $835 795.00. Staff reviewed the bid responses and found the low bidder, James S. Lavold, to be non-responsive. The review found that James S. Lavold submitted two different bid totals (section "A" schedule of bid items, schedule of quantities totaled $417.420.00, section "C proposal and schedule of bid items totaled $352,400.00) and they only provided a Profit and Loss Statement for 2020 instead of three (3)years of financial statements as required by the bid documents. PREVIOUS RELEVANT BOCC ACTION: Approval to advertise the project for competitive solicitations on July 15, 2020. CONTRACT/AGREEMENT CHANGES: new contract STAFF RECOMMENDATION: Approval. DOCUMENTATION: Bid Tabulation Sheet(REVISED) MTH Hangars Contract- Marino Construction MTH Hangars Rehab - Volume 1 - FINAL_10232020 MTH Hangars Rehab - Volume 2 - FINAL_10232020 FINANCIAL IMPACT: Effective Date: Upon Notice to Proceed(NTP) Expiration Date: 180 days after NTP Total Dollar Value of Contract: $499,950.00 Total Cost to County: -0- Current Year Portion: $499,950.00 Budgeted: yes Source of Funds: FDOT Grant GIP05 (80%) and Airport Operating Fund 403 (20%) CPI: Indirect Costs: Estimated Ongoing Costs Not Included in above dollar amounts: Revenue Producing: If yes, amount: Grant: County Match: Insurance Required: Yes Additional Details: 03/17/21 403-63502 - MARATHON AIRPORT R & R $99,990.00 REVIEWED BY: Richard Strickland Completed 02/08/2021 2:11 PM Pedro Mercado Completed 02/08/2021 2:51 PM Purchasing Completed 02/08/2021 2:56 PM Budget and Finance Completed 02/08/2021 3:35 PM Maria Slavik Completed 02/08/2021 3:52 PM Liz Yongue Completed 02/08/2021 4:02 PM Board of County Commissioners Pending 02/17/2021 9:00 AM L S W 4- 4- 4- 0 Cy) V O z 0 -a a po O O po O O O L - 0 O O N O O O N v CV O O 7-1 O Ln `. -C N (' Q M 00 N N o Z p M 0') Ln 00 N Ln `n N � Q cop lfl 0') ,-I Ln Ln M 't- -0� r- r" M oo O N � O uj �c o W ~ M J L Z Z W Z A ,� �2 Qx w Q Z - IL Q O z o t � Q W OLLI o 0 0 0 0 0 o V o Q a I- N Z m Z G W O Ln Ln Ln Ln Ln Ln Ln va > m v o 0 WZ � it Z � �'� LU ZW ,.., 0 E � (AOm ZU v o cn = I- W O W D -a m J W Q U o Q > > U J cn a m ~ p Cy)Q W Q O a L U �; ,, � L � ~ O v o .� o W C C D a 4-J Z Y O _� L.0 > U o L o W C7 � H a, L O O +L-1 V U V W L C > J ° N ,Cy)O Z O r J cn U o ua z cn >1 Q s O a O o - o � L U. W U c n E U 4 w rn ° CL W O p u Q O rn Z L 4 cn N NQ U) aai U tn to 4- o cn Q N N Q L �` V —� 0 L Y s o J O0 } `- � m (n o U LL � o o Q v v- o mAV) Him T.3 County �� .�� y,4 ' �, "tr, BOARD OF COUNTY COMMISSIONERS Mayor Michelle Coldiron,District 2 �1 `ll Mayor Pro Tem David Rice,District 4 Tire Florida.Keys �� Craig Cates,District 1 Eddie Martinez,District 3 w Mike Forster,District 5 County Commission Meeting February 17, 2021 Agenda Item Number: T.3 Agenda Item Summary #7367 BULK ITEM: Yes DEPARTMENT: Airports TIME APPROXIMATE: STAFF CONTACT: Richard Strickland(305) 809-5200 N/A AGENDA ITEM WORDING: Approval to award bid and contract to the second lowest responsive bidder Marino Construction Group, Inc., in the amount of $499,950.00 for the Florida Keys Marathon International Airport Hangars Rehabilitation project. The project is funded by State FDOT Grant GIP05 (80%) and Marathon Airport Operating Fund 403 (20%). ITEM BACKGROUND: Six (6)bids were received at the bid opening held December 10, 2020: Gulf KeyStar, $1,155,542.00; OAC Action Construction $1,005,720.00; One Source Restoration & Building $763,380.00; Alen Construction $758,801.00, Marino Construction $499,950.00; and James S. Lavold $352,420.00. Staff reviewed the bid responses and found the low bidder, James S. Lavold, to be non-responsive. The review found that James S. Lavold submitted two different bid totals (section"A" schedule of bid items, schedule of quantities totaled $417.420.00, section "C proposal and schedule of bid items totaled $352,400.00) and they only provided a Profit and Loss Statement for 2020 instead of three (3)years of financial statements as required by the bid documents. PREVIOUS RELEVANT BOCC ACTION: Approval to advertise the project for competitive solicitations on July 15, 2020. CONTRACT/AGREEMENT CHANGES: new contract STAFF RECOMMENDATION: Approval. DOCUMENTATION: Bid Tabulation Sheet MTH Hangars Contract- Marino Construction MTH Hangars Rehab - Volume 1 - FINAL_10232020 MTH Hangars Rehab - Volume 2 - FINAL_10232020 Packet Pg. 3038 T.3 FINANCIAL IMPACT: Effective Date: Upon Notice to Proceed(NTP) Expiration Date: 180 days after NTP Total Dollar Value of Contract: $499,950.00 Total Cost to County: -0- Current Year Portion: $499,950.00 Budgeted: yes Source of Funds: FDOT Grant GIP05 (80%) and Airport Operating Fund 403 (20%) CPI: Indirect Costs: Estimated Ongoing Costs Not Included in above dollar amounts: Revenue Producing: If yes, amount: Grant: County Match: Insurance Required: Yes Additional Details: 03/17/21 403-63502 - MARATHON AIRPORT R & R $99,990.00 REVIEWED BY: Richard Strickland Completed 02/08/2021 2:11 PM Pedro Mercado Completed 02/08/2021 2:51 PM Purchasing Completed 02/08/2021 2:56 PM Budget and Finance Completed 02/08/2021 3:35 PM Maria Slavik Completed 02/08/2021 3:52 PM Liz Yongue Completed 02/08/2021 4:02 PM Board of County Commissioners Pending 02/17/2021 9:00 AM Packet Pg. 3039 (qeqaU a - pieme pq O 'a - U MAM 49 ogejnq p' :4u9wgoe44 4 C?; Cl) a_ d_ aC L s a W .� -: 0 O O � � V O z 0 z; (A O 0 0 0 0 a GQC Q U4- o o � CcwNO 7-+ O - O Ln n C7 M 00 I N Z co p M Lin oo N -a p Q lfl 0') , i Ln Ln L. F M O N � O �c o UZ Z W Q W Q } 7 L O 72 W _ i..LGC2NLL (A O 3 W Z n` GC m Ln Ln Ln Ln Ln Ln w } > QO W H F Q o Z WZQGG co Cy) h•L J LNco co ZU O u o�, 2 m ~ W U J cn a Q o O �l W u ai ° >, •— I— N C L U 0- 4- L o Q (,f) O a-J H U — O G } U o, a � W C a W Y Ho OL +-+ O s o > o O V U V O G W i m c ° ° Cy)o c ,S O J o o O c u _ O a o O L D � } D L �, o LL (L- O Q C m 4 tn0 cn j W O p () O n Z L 4 cn N J U � p L U C ^ t u U tn to C O cn Q N N Q L �` V —� 0 L J O0 `} E 0 m (11 o (b U u_ tn i o o Q v 4- v- o m � �n Him L3.c Florida Keys Marathon International Airport Monroe County Hangars Rehabilitation Bid Documents Project Manual - Volume 1 BIDDING REQUIREMENTS AND CONTRACT FORMS 0 S` CV W ` ' f Lei 4 tl C44 CV j 0,11 N r I Prepared for: THE MONROE COUNTY BOARD OF COUNTY COMMISSIONERS 0 Ms. Michelle Coldiron, District 2 Mayor Pro Tem Ms. Heather Carruthers, District 3 Mayor Mr. Craig Cates, District 1 Commissioner Mr. David Rice, District 4 Commissioner Ms. Sylvia Murphy, District 5 Commissioner Prepared by: 3750 NW 87 Ave. Suite 750 Miami, FL 33178 305.718.0599 OCTOBER 2020 Packet Pg. 3041 L3.c Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 000010—TABLE OF CONTENTS VOLUME 1 - BIDDING REQUIREMENTS AND CONTRACT FORMS Division I—Bid Documents Division 11- Contract Division III -General Provisions Division IV- Special Provisions VOLUME 2- TECHNICAL SPECIFICATIONS 0 Division 01 General Requirements 011000 Summary N o 012100 Allowances 012200 Unit Prices `✓ cv • 012500 Substitution Procedures r9 012600 Contract Modification Procedures `~ o 012900 Payment Procedures 013100 Project Management and Coordination 013200 Construction Progress Documentation • 013233 Photographic Documentation 013300 Submittal Procedures c • 013516 Alteration Project Procedures • 014000 Quality Requirements • 014200 References • 015000 Temporary Facilities and Controls • 016000 Product Requirements 017300 Execution 017419 Construction Waste Management and Disposal 017700 Closeout Procedures 017823 Operation and Maintenance Data 017839 Project Record Documents • 017900 Demonstration and Training TABLE OF CONTENTS 000010 - 1 Packet Pg. 3042 L3.c Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual Division 02 Existing Conditions • 024119 Selective Demolition Division 05 Metals • 055119 Metal Grating Stairs Division 06 Wood,Plastics, and Composites • 061000 Rough Carpentry 0 Division 07 Thermal and Moisture Protection • 072100 Thermal Insulation , cv • 078413 Penetration Firestopping • 078443 Joint Firestopping >' • 079200 Joint Sealants W cv CD cv M cv Division 08 Openings 083713 Bi-fold Overhead Doors • 087111 Door Hardware (Descriptive Specification) • 089119 Fixed Louvers • 089516 Wall Vents 0 Division 09 Finishes • 092216 Non-Structural Metal Framing y • 092900 Gypsum Board 096513 Resilient Base and Accessories • 096813 Tile Carpeting • 099113 Exterior Painting • 099123 Interior Painting Division 13 Special Construction • 133419 Metal Building Systems TABLE OF CONTENTS 000010 -2 Packet Pg. 3043 L3.c Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual Division 22 Plumbing • 224713 Drinking Fountains Division 23 Heating,Ventilating and Air Conditioning(HVAC) • 230513 Common Motor Requirements for HVAC Equipment • 233423 HVAC Power Ventilators • 238113.11 Packaged Terminal Air-Conditioners Through-Wall Units 0 Division 26 Electrical • 260519 Low-Voltage Electrical Power Conductors and Cables , cv • 260526 Grounding and Bonding for Electrical Systems • 260533 Raceways and Boxes for Electrical Systems >' • 260553 Identification for Electrical Systems W cv • 265119 LED Interior Lighting cv • 265619 LED Exterior Lighting EL 0 TABLE OF CONTENTS 000010 - 3 Packet Pg. 3044 T.3.c` c cv BID DOCUMENTS N m N Packet Pg. 3045 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 0 cv INTENTIONALLY LEFT BLANK W cv CD cv M cv i 0 U BIDDING REQUIREMENTS AND CONTRACT FORMS I-2 Packet Pg. 3046 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual DIVISION I BID DOCUMENTS SECTION A — NOTICE OF REQUEST FOR COMPETITIVE SOLICITATIONS..........................1-6 SECTION B INSTRUCTIONS TO BIDDERS 1-7 SECTION C — PROPOSAL AND SCHEDULE OF BID ITEMS ..................................................1-16 0 SECTION D — BID BOND..............................................................................................................1-21 SECTION E — DRUG—FREE WORK PLACE................................................................................1-23 cv SECTION F — PRIME BIDDER'S QUALIFICATIONS.................................................................1-24 W SECTION G — DISCLOSURE OF LOBBY ACTIVITIES..............................................................1-26 cv cv SECTION H —ACKNOWLEDGMENT OF RECEIPT OF ADDENDUM .....................................1-27 SECTION I — INFORMATION ON DBE GOAL PARTICIPATION FOR PROJECTS RECEIVING FEDERAL FUNDING ....................................................................................................................1-28 SECTION J — DISADVANTAGED BUSINESS ENTERPRISE PROGRAM...............................1-31 SECTION K — BIDDER'S AFFIDAVIT IN COMPLIANCE WITH( THE FLORIDA TRENCH SAFETY ACT..............................................................................................1-32 SECTION L — SWORN STATEMENT PURSUANT TO SECTION 287.133C3J(A), FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES................................................................................1-34 SECTION M — SWORN STATEMENT UNDER ORDINANCE NO. 10-1990.............................1-37 SECTION N — CERTIFICATION OF NONSEGREGATED FACILITIES....................................1-38 SECTION O FEDERAL WAGES DECISION 1-39 SECTION P — CERTIFICATION REGARDING DEBARTMENT, SUSPENSION, INELIGIBILITY, AND VOLUNTARY EXCLUSION — 49 CFR PART 29..................................................................................................1-46 BIDDING REQUIREMENTS AND CONTRACT FORMS I-3 Packet Pg. 3047 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION Q - NON-COLLUSION AFFIDAVIT............................................................................I-47 SECTION R—TEXTING WHILE DRIVING..................................................................................I-48 SECTION S — PROCUREMENT OF RECOVERED MATERIALS.............................................I-49 SECTION T -VENDOR CERTIFICATION REGARDING SCRUTINIZED .............. COMPANIES LISTS.......I-50 0 cv cv cv cv i 0 BIDDING REQUIREMENTS AND CONTRACT FORMS I-4 Packet Pg. 3048 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 0 cv cv CD cv M cv i INTENTIONALLY LEFT BLANK 0 BIDDING REQUIREMENTS AND CONTRACT FORMS I-5 Packet Pg. 3049 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION A NOTICE OF REQUEST FOR COMPETITIVE SOLICITATIONS NOTICE IS HEREBY GIVEN that on Tuesday, December 1, 2020, at 3:00 P.M., the Monroe County Purchasing Office will receive and open sealed responses for the following: FLORIDA KEYS MARATHON INTERNATIONAL AIRPORT HANGARS REHABILITATION MONROE COUNTY, FLORIDA Pursuant to F.S. § 50.0211(3)(a), all published competitive solicitation notices can be viewed at: www.floridapublicnotice 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.comOR www.monroecounttr ids.com. The Public Record is available upon request. In response to Covid-19, the Monroe County Purchasing Department has implemented a new electronic process for receiving 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/proposals/responses WILL NOT be r- accepted. The Monroe County Purchasing Department hereby directs that bids be submitted via email to: '✓ o r c - l. ov, no later than 3:OOP.M., on December 1, 2020. 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: i Florida Keys Marathon International Airport Hangars Rehabilitation 12/01/2020 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 is otherwise rejected or undeliverable to OMB-BIDSi§monroecounty-fl.gov, in advance of the bid opening, please email: o - rc asi o roeco - l. ov so accommodations for delivery of your bid can be made c 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. The bid opening for this solicitation will be held virtually, via the internet, at 3:00 P.M., on December 1, 2020. You may call in by phone or internet using the following: Join Zoom Meeting https:// cbocc.zoom.us/i14509326156 Meeting ID: 4509326156 One tap mobile: +16465189805„4509326156# US (New York) +16699006833„4509326156# US (San Jose) Dial by your location: +1 646 518 9805 US (New York) +1 669 900 6833 US (San Jose) Publication Dates KW Citizen: Sat., 10/31/2020 Keys Weekly: Thur., 11/05/2020 News Barometer: Fri., 11/06/2020 BIDDING REQUIREMENTS AND CONTRACT FORMS I-6 Packet Pg. 3050 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION B INSTRUCTIONS TO BIDDERS PRE-BID NOTICE: A Pre-Bid Conference will be held on November 12, 2020 at 4:00 PM. in the Florida Keys Marathon International Airport, 2nd Floor Airport Conference Room, 9400 Overseas Highway, Marathon, FL 33050. Attendance at the Pre-Bid Conference IS mandatory. For additional information concerning the pre-bid conference, please contact Beth Leto, Deputy Director, Airport Finance and Admin. by phoning 305-809-5239. 1. CONTENTS OF CONTRACT DOCUMENTS: 0 Proposal forms are contained in these Contract Documents. All papers bound with or attached to the Proposal Form are a part of the Contract and must not be detached or altered. cv 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 -- Commissioner. No Bid Bond will be required if the contract amount is less than $150,000.00. cv 2. EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF WORK: - r- i The bidder shall examine carefully the site of the work and the Contract Documents and he shall investigate and satisfy himself 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 E the work or its prosecution. The filing of a Proposal shall be presumptive evidence that the bidder has complied with these requirements. 3. INTERPRETATION OF DOCUMENTS: 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 may submit to the Engineer, Jacobs Engineering Group, 3300 PGA Blvd., Suite 780, Palm Beach Gardens, Florida, 33410, EMAIL: ryan.forney(a)-iacobs.com, a written request for an interpretation of the proposed documents. No oral interpretations will be made to any respondent as to the meaning of any part of the bid documents. 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 planholders prior to the established Response opening date. It shall be the Respondents sole responsibility thereafter to download the addendum. Each respondent shall acknowledge receipt of such addenda in the space provided therefore in the proposal form. In case any respondent fails to acknowledge receipt of such addenda or addendum, his proposal will nevertheless be construed as though it had been received and acknowledged and the submission of his/her BIDDING REQUIREMENTS AND CONTRACT FORMS I-7 Packet Pg. 3051 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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 _ him/her. It is the responsibility of each respondent to verify that he/she has received all addenda issued before proposals are opened. Requests for interpretation will be accepted up to fifteen (15) calendar days prior to the bid due date. 4. ADDENDA: Any Addenda issued during the preparation of bids shall be included in the Proposal and shall become a part of the Contract Documents. Subcontractor's attention must be called to these , changes as well as to the effect Addenda may have on their work. 5. PREPARATION OF PROPOSAL: Bidder shall submit the bidders proposal in electronic format(thumb drive)only. 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 proposes to do the work written in ink. The bidder will be responsible for all errors or cV omissions in his Proposal. Each bidder shall sign his Proposal correctly in ink. If the bidder is an individual, his 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 !i° corporation, the Proposal must designate the state under the laws of which the corporation is cV 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 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 enter in words and _ figures 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. On "lump sum" items, the same amount shall be shown in both the unit E price (words and figures) and extension (figures only) columns. After all extensions are made, the bidder shall total the extended amounts of the bid items and show his total of the extended amounts of the bid items and show his total bid amount in the appropriate place on the Proposal Form. All figures shall be legibly shown in ink or typed. Any inter-lineation, erasure or other alteration of a figure shall be initialed by the signer of the proposal. The Bidder will check the extension of each item given in the proposal and correct all errors and discrepancies. In case of a discrepancy between a unit bid price and the extension amount, the unit price will govern. In case of discrepancy between the unit price in words and figures, the words shall govern. The sum of the correct extension amounts will be the contract bid price. 6. ALTERNATE AND ADDITIVE BIDS: E Where alternate designs are provided by the plans and proposal, the bidder shall enter prices only on the items for the design alternate that will be most economical for him to construct and other bid items that will be common for all alternates. The bidder shall enter the words "No Bid" in the unit price column on items for the design alternates not selected. BIDDING REQUIREMENTS AND CONTRACT FORMS I-8 Packet Pg. 3052 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual If any item on the proposal form permits a choice between alternate specified types of materials, the bidder shall indicate by a checkmark the type of material he proposes to use. If more than one type or none is checked, the Owner will make the selection. Where alternate designs are provided for which bids area called for on each alternate, the bidder shall furnish bid prices for each of the alternates. Failure to do this may be grounds for rejection of the proposal. 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 the Owner would like to include in the project depending upon base bid prices and the availability of Federal, State, and local funding. The Owner reserves the right to award the additive bid items and enter into additive bid item contracts separately from the base bid item award and contract as serves the best interest of the county. Award of the additive bid items and to whom awarded shall be at the Owner's sole discretion. 7. 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 n, unbalanced may be rejected. The Owner reserves the right to waive minor irregularities in any bid. The owner also reserves the right to reject any and all bids at the owner's sole discretion, to >- waive informalities in any or all bids, to re-advertise for bids; and to separately accept or reject -- any item or items of bid and to award and/or negotiate a contract in the best interest of the County. cv 8. BID PRICE: - r- i The price bid shall cover the cost of furnishing of all 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. , 9. PRE-QUALIFICATION OF BIDDERS: E 0 No proposal will be considered from any contractor unless he is licensed to do 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"Evidence of Competency", consisting of statements covering the bidder's past experience on similar work, a list of equipment that would be available, latest financial statement, and a list of key personnel. (See General Provisions 20-02 and Section F "Prime Bidder's Qualification Form.) 10.AWARD OF CONTRACT: All bids, along with the staff recommendation, will be presented to the Board of County Commissioners of Monroe County, Florida, for final awarding or otherwise. The Board reserves the right to reject any and all bids, to waive informalities in any or all bids, to re- advertise for bids; and to separately accept or reject any item or items of bid and to award and/or negotiate a contract in the best interest of the County. The award of the contract, should it be awarded, will be made by the Owner to the lowest responsible bidder whose BIDDING REQUIREMENTS AND CONTRACT FORMS I-9 Packet Pg. 3053 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual proposal meets the requirements thereof. The award, if made, will be made within one hundred twenty (120) days after opening of the proposal but no award will be made until the responsibility of the bidder to whom it is proposed to award the contract has been investigated. Notice of award will be mailed by the Owner to the successful bidder at the address stated in his proposal. Any Bidder/Respondent/Proposer who claims to be adversely affected by the decision or intended decision to award a contract shall submit in writing a notice of protest which must be received by the County within seventy-two (72) hours or three (3) business days, whichever is 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 n, is responsible for providing the Clerk with his/her name and residence prior to the agenda item to award the contract being called in order to preserve their opportunity to be heard on this matter. An >- individual has three (3) minutes to address the Commission and a person representing an -- organization has five (5) minutes to address the Commission. The BOCC decision to award the contract is final and at their sole 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 cv that it is in the best interest of the County to do so. 11.RETURN OF BID BOND: All bid bonds except those of the two lowest qualified bidders will be returned promptly after the tabulation of the bids has been made and in no case will a bid bond be held longer than one hundred twenty (120) days without the bidder's written consent. 12.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 the Owner. 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 contractorwill be required to file a power of attorney with the bond executed and will be required to affix the seal of the surety to said bond. 13.FAILURE TO EXECUTE CONTRACT: Should the successful bidder fail or refuse to execute the contract and furnish satisfactory bond BIDDING REQUIREMENTS AND CONTRACT FORMS 1-10 Packet Pg. 3054 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual within fifteen (15) days after notice of award has been issued by the Owner, the bond filed with the proposal shall become the property of the Owner. At his option, the Owner may then annul the award and award the contract to the next lowest responsible bidder or reject all proposals and re-advertise. 14.CONTRACT TIME: The contractor shall begin work after receipt of the Notice to Proceed in accordance with Paragraphs 80-02 and 80-03 of the General Provisions and Special Provisions Nos. 2 and 3, and shall fully complete performance within one hundred eighty (180) calendar days of , Notice to Proceed Construction. If the Contractor does not comply with the contract time, then liquidated damages will apply as per Special Provisions No. 2 and 3. 0 15.CONTRACT CLOSE-OUT: Subsequent to the final acceptance of this project by the Owner, the requirements of Special Provision No. 1, Section 25 "Project Documentation" Subsection H. "Prerequisites to Substantial Completion" must be satisfied. 16.BID PROPOSAL SUBMISSION: cv The Bid Proposal submitted for the work included in this project shall include the following fully executed documents: A. Bid Proposal Contract (Division I, Section C) B. Schedule of Bid Items (Division I, Section C) C. Bid Bond (Division I, Section D) c D. Drug-free Work Place (Division I, Section E) E. Prime Bidder's Qualifications (Division I, Section F) F. Disclosure of Lobby Activities (Division I, Section G) G. Acknowledgment of Receipt of Addendum (Division I, Section H) H. Disadvantaged Business Enterprise (Division I, Section J) I. Bidder's Affidavit in Compliance with the Florida Trench Safety Act (Division I, Section K) J. Sworn Statement Under Section 287.133(3)(a) FLORIDA STATUTES, on Public BIDDING REQUIREMENTS AND CONTRACT FORMS 1-11 Packet Pg. 3055 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual Entity Crimes (Division I, Section L) K. Sworn Statement Under Ordinance No. 10-1990, Monroe County (Ethics Clause) (Division I, Section M) L. Certification of Non-segregated Facilities (Division I, Section N) M. Federal Wage Decision (Division I, Section O) N. Certification regarding Debarment, Suspension, Ineligibility, and Voluntary Exclusion-49 CFR Part 29 (Division I, Section P) O. Copy of Contractor's license for State of Florida P. Bidder's Statement on Insurance (Division III, Section 140) cv Q. Non-Collusion Affidavit (Division I, Section Q) R. Texting While Driving (Division I, Section R) ~� cv S. Procurement of Recovered Materials (Division I, Section S) cv T. Vendor Certification Regarding Scrutinized Companies Lists (Division I, Section T) 17.SUBMITTING BIDS: 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 11/03/2020. 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: Hangars Rehabilitation Florida Keys Marathon International Airport - Bid Submission 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, in advance of the bid opening, please email: omb-purchasing@monroecounty-fl.gov. The bid opening for this solicitation will be held virtually, via the internet, at 3:00 P.M., on November 3, 2020. You may appear by phone or internet using the following: Join Zoom Meeting https:Hmcbocc.zoom.us/j/45093261 56 Meeting ID: 4509326156 One tap mobile: BIDDING REQUIREMENTS AND CONTRACT FORMS 1-12 Packet Pg. 3056 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual +16465189805„4509326156# US (New York) +16699006833„4509326156# US (San Jose) Dial by your location: +1 646 518 9805 US (New York) +1 669 900 6833 US (San Jose) 18.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. 19.BIDDERS PRESENT: c At the time fixed for the opening of the bids, their contents will be made public for the information of bidders and other properly interested parties who may be present either by phone or internet. ' N 20.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 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. 21.ERRORS IN BID: 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 E do so will be at the bidder's own risk and he 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. 22.CONTRACT AND BOND: The bidder to whom award is made must, when required, enter into written contract on the standard form as set out herein with satisfactory security in the amount required, within the period specified or, if no period is specified, within ten (10) days after the prescribed forms are presented to him for signature. 23.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. 24.SUBLETTING OR ASSIGNING OF CONTRACT: BIDDING REQUIREMENTS AND CONTRACT FORMS 1-13 Packet Pg. 3057 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual (a) Limitations: The Contractor shall not sublet, assign, transfer, convey, sell or otherwise dispose of any portion of the contract, his right, title or interest therein, or his power to execute such contract, to any person, firm or corporation without written consent of the Owner and such written consent shall not be construed to relieve the a, 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 immediate superintendence and reported on his payroll, all contract work of a value not less than fifty percent (50%) of the total contract amount, except that any items designated in the contract as "Specialty Items" may be performed by subcontract. They may be deducted from the total contract amount before computing the amount of work required to be performed by the Contractor with his own organization. (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 the Owner for all of the subcontractor's work, including failures or omissions and his removal may be required by the Engineer, as in the case of any employee. 25.PERMITS: cV The county cautions bidders that the contractor shall also be responsible for the permit fees of >- any state or federal agency having permitting jurisdiction over the project, including but not limited !i° to, the ACE, DNR, and DER. cV cv 26.PRE-SUBMITTALS: — cv i Pre-submittal of data on various equipment, if required in the proposal, shall be made by the bidder and approval obtained from the Engineer. This approved list shall be the actual equipment used in the construction of this project if the contract is awarded on the bid. 27.SHOP DRAWINGS: 0 Shop drawings will be reviewed by the Engineer for general conformance in accordance with the contract documents. The Contractor shall check all shop drawings in detail and stamp with his approval prior to submittal to the Engineer. a, The Engineer's review of shop drawings shall not relieve the Contractor from his responsibility y for any deviations from the requirements of the contract documents. Contractor shall submit five (5) copies of shop drawings to the engineer for approval. 28.FLORIDA TRENCH SAFETY ACT: In accordance with the provisions of the Florida Trench Safety Act, if applicable, the bidder shall indicate in his bid his cost of compliance with the requirements of the Florida Trench Safety Act and shall also complete and properly execute the bidder's Affidavit in compliance with the provisions of the Florida Trench Safety Act (Sections 553.60-553-64, Florida Statutes). 29.SCHEDULE OF WORK: BIDDING REQUIREMENTS AND CONTRACT FORMS 1-14 Packet Pg. 3058 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual Contractor shall coordinate work items that may overlap with other work being performed by other contractors. Each bidder shall take this into account and no provision for re-mobilization or re- negotiation for time delay can be made. Depending on the bids received, certain quantities may be increased or decreased and no provision shall be made for re-negotiation (see Division I, General Provisions, Section 40, for further information). 30.PROJECT FUNDING: Work included in this project will be paid by funds from Monroe County, the Federal Aviation Administration (FAA), Florida Department of Transportation (FDOT) and in part from Key , West International Airport Operating Funds. 31.DISADVANTAGED BUSINESS ENTERPRISES (DBE) SUBCONTRACTOR GOALS: The DBE goal for this FAA funded project is 10.65%. All respondents shall be required to meet this goal. Respondents 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 respondent that is unable to meet this goal will be required to provide documentation of its good faith cV effort to meet this goal. Any bid proposal that fails to meet the DBE goal and fails to provide adequate documentation of a good faith effort to meet the goal shall be deemed >- non-responsive for failing to comply with the DBE requirement. !i° cv 32.PUBLIC ENTITY CRIME STATEMENT: cv A person or affiliate who has been placed on the convicted vendor list following a conviction for public entity crime may not submit a bid on a contract to provide any goods or services to a public entity, may not submit a bid on a contract with a public entity for the construction or repair of a public entity, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity, and may not transact business with any public entity in excess of the threshold amount provided in Section 287.017 of the Florida Statutes, for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list. , 33.DISADVANTAGED BUSINESS ENTERPRISE (DBE) POLICY and OBLIGATION: DBE POLICY: It is the policy of the Florida Department of Transportation that disadvantaged business enterprises as defined in 49 CFR Part 26, as amended, have the maximum opportunity to participate in the performance of contracts financed in whole or in part with Department funds contract. The DBE requirements of 49 CFR Part 26, as amended, apply to this contract. DBE OBLIGATION: Monroe County and its contractors agree to ensure that Disadvantaged Business Enterprises as defined in 49 CFR Part 26, as amended, have the maximum opportunity to participate in the performance of contracts. In this regard, all contractors shall take all necessary and reasonable steps in accordance with 49 CFR Part 26, as amended, to ensure that the Disadvantaged Business Enterprises have the maximum opportunity to compete for and perform contracts. Grantees, recipients and their contractors shall not discriminate on the basis of race, color, national origin or sex in the award and performance of Department assisted contracts. BIDDING REQUIREMENTS AND CONTRACT FORMS 1-15 Packet Pg. 3059 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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 J. 34.EQUAL EMPLOYMENT OPPORTUNITY: In connection with the carrying out of this project, the contractor shall not discriminate against any employee or applicant for employment because of race, age, creed, color, sex or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, age, , creed, color, sex, marital status, familial status, sexual orientation, gender identity, expression or national origin. Such action shall include, but not be limited to, the following: Employment upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination, rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor shall insert a similar provision in all subcontracts, except subcontracts for standard commercial supplies or raw materials. 35.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, !i° Section N. cv cv i 0 BIDDING REQUIREMENTS AND CONTRACT FORMS 1-16 Packet Pg. 3060 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION C PROPOSAL AND SCHEDULE OF BID ITEMS Contract BID TO: Monroe County Purchasing Department 1100 Simonton Street Suite 1-213 Key West, Florida 33040 BID FROM: 0 cv Submitted (Date): w cv The undersigned, as Bidder, hereby declares that he has examined the site of the work and informed himself fully in regard to all conditions pertaining to the place where the work is to be done; that he has examined the plans and specifications for the work and contractual i documents relative thereto, and has read all bid documents, Contract Documents, General Provisions, Special Provisions and Specifications furnished; and that he has satisfied himself relative to the work to be performed. The Bidder proposes and agrees, if this proposal is accepted, to contract with the Monroe County Board of Commissioners, in the form of contract specified, to furnish all necessary materials, equipment, machinery, tools, apparatus, means of transportation and labor necessary to and to complete the construction of: Hangars Rehabilitation Florida Keys Marathon International Airport - Bid Submission Monroe County, Florida in full and complete accordance with the shown, noted, described and reasonably intended requirements of the plans, specifications and contract documents to the full and entire satisfaction of the Monroe County Board of Commissioners, with a definite understanding that no money will be allowed for extra work except a set forth in the attached Contract Documents for the unit prices listed opposite each item. BIDDING REQUIREMENTS AND CONTRACT FORMS 1-17 Packet Pg. 3061 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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: $ Dollars (Total Base Bid - words) 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 quantities for bid items listed on the attached Schedule of Bid Item sheets are >- estimated quantities only for the purpose of comparing bids. Any difference between these `" estimated quantities and actual quantities required for construction will not be allowed as basis for claims by the Contractor for extra compensation. Compensation will be based on the unit prices and actual construction quantities and may be modified as stipulated by Sections 20- 05 and 90-03 of the General Provisions. i 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 the Owner 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. 0 The bidder understands that the county will decide, in its sole discretion, to proceed, or not to proceed, with the additive bid work. Except as otherwise provided in the contract documents, Bidder shall not be entitled to any additional costs, expenses, etc. beyond the Total Base Bid in the event the County chooses not to proceed with the additive bid work. y The undersigned further agrees that in case of failure on his part to execute the said contract and the bond within ten (10) consecutive calendar days after written notice being given of the award of the contract, the check or bid bond in the amount as specified herein accompanying this bid and the monies payable thereon, shall be paid into the funds of the Monroe County Board of Commissioners as liquidated damages for such failure; otherwise, the check or bid bond accompanying this proposal shall be returned to the undersigned. Monroe County's performance and obligation to pay under this Contract, is contingent upon an annual appropriation by the BOCC. Attached hereto is a certified check on the BIDDING REQUIREMENTS AND CONTRACT FORMS 1-18 Packet Pg. 3062 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual Bank of or a bid bond for the sum of dollars ($ ) made payable to the Monroe County Board of Commissioners. Checkmarks I have included Division I which entails the proposal forms. Schedule of Bid Items (Attachment"A"). Bid Bond 0 The Drug-Free Workplace form. Prime Bidder's Qualifications: List of major contracts in past 10 years List of equipment and plant available for this project �- Copy of latest financial statement W — cv Disclosure of Lobby Activities cv Acknowledgement of Receipt of Addendum Disadvantaged Business Enterprise Program DBE Utilization Form "Attachment 1", Division III _ DBE Letter of Intent"Attachment 2", Division III Bidder's Affidavit in Compliance with Florida Trench Safety Act Sworn Statement Pursuant to Section 287.133(3)(a), Florida Statutes, on Public Entity Crimes Sworn Statement Under Ordinance No. 10-1990 Certification of Non-segregated Facilities Federal Wage Decision Certification Regarding Debarment, Suspension, Ineligibility, and Voluntary Exclusion 49 CFR Part 29 Copy of Bidder's License for State of Florida, evidence of competency and evidence of financial responsibility Bidder's Statement on Insurance Non-Collusion Affidavit (Checkmark items above as a reminder that they are included.) BIDDING REQUIREMENTS AND CONTRACT FORMS 1-19 Packet Pg. 3063 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual Mailing Address: Phone Number: 0 Date: Signed: cv (Name) cv CD cv (Title) i Witness: (Seal) 0 BIDDING REQUIREMENTS AND CONTRACT FORMS I-20 Packet Pg. 3064 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual ATTACH M ENT " A " SCHEDULE OF BID ITEMS _ Hangars Rehabilitation BIDDER NAME: AIRPORT NAME: Florida Keys Marathon International Airport PROJECT DESCRIPTION: Hangars Rehabilitation SUMMARY OF QUANTITIES 0 EXTENDED ITEM ITEM NO DESCRIPTION CITY UNITS BID UNIT PRICE COST Hangar Rehabilitation,As Detailed in 1 1 LS The Contract Documents 2 012200— Unite Price#1 Per Miscellaneous and Structural Steel LB. r9 cv 012200— Unite Price#2 3 Each Hangar Door Roller Assembly 012100—Allowance#1 4 Contingency Allowance#1 1 Each $40,000.00 $40,000.00 6 012100—Allowance#2 5 1 Each $5,000.00 $5,000.00 Testing and Inspection Allowance 012100—Allowance#3 6 Contingency Allowance, Permitting 1 Each $20,000.00 $20,000.00 Total $ Payment for the work shall be made at the contract price and payment shall be full compensation for furnishing all materials, equipment, labor, processes, tools and incidental costs required to complete the work. BIDDING REQUIREMENTS AND CONTRACT FORMS 1-21 Packet Pg. 3065 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION D BID BOND Contract KNOW ALL MEN BY THESE PRESENTS, that we: as Principal, hereinafter called the Principal, and a corporation duly organized under the laws of the State of Florida, as Surety, hereinafter called the Surety, are held and firmly bound unto the Monroe County Board of Commissioners as Obligee, hereinafter called the Obligee, in the sum of: 0 dollars ($ _________), for the payment of which sum well and truly to be made, the said Principal and the said Surety bind ourselves, our heirs, executors, administrators, , successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for: Hangars Rehabilitation Florida Keys Marathon International Airport - Bid Submission Monroe County, Florida i NOW, THEREFORE, if the Obligee shall accept the bid of the Principal shall enter into a contract with the Obligee in accordance with the terms of such bid and give such bond or bonds as may U- be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and , such larger amount for which the Obligee may in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. PROVIDED further, that if the Principal shall submit the apparent lowest bid acceptable to the Obligee but shall fail to meet DBE goals as set forth in the bid specifications, then Principal shall, upon request of the Obligee, submit to Obligee such additional evidence of Principal's good faith efforts to meet such goals in the manner and within the time required in such specifications. Failure to supply such information as required shall result in a forfeiture of this bid bond in the same manner and to the same degree as though Obligee had accepted Principal's bid and Principal had thereafter failed or refused to enter into the contract with Obligee as set forth in the immediately preceding paragraph. BIDDING REQUIREMENTS AND CONTRACT FORMS I-22 Packet Pg. 3066 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual Signed and sealed this day of 120 . (Principal) (Seal) 0 (Witness) cv (Title) W cv cv cv i (Surety) (Seal) (Witness) 0 Countersigned by: By: (Title) All bonds must be signed by a Florida resident agent with a legal street address; Post Office boxes are not acceptable. Bid will not be considered unless the bid bond is signed by both Principal and Surety. BIDDING REQUIREMENTS AND CONTRACT FORMS I-23 Packet Pg. 3067 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION E DRUG FREE WORKPLACE FORM The undersigned Contractor, in accordance with Florida Statute 287.087, hereby certifies that: (Name of Business) 1 . Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession or use of a controlled substance is prohibited in the workplace and specifying the actions that will be taken against employees for violations of such prohibition. 2. Inform such employees about the dangers of drug abuse in the workplace, the business' policy of maintaining a drug-free workplace, any available drug counseling, rehabilitation and employee assistance programs and the penalties that may be imposed >' upon employees for drug abuse violations. cv 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). i 4. In the statement specified in Sub-Section (1), notify the employees that as a condition of working on the commodities or contractual services that are under bid, the employee will abide by the terms of the statement and will notify the employer of any conviction of or plea of guilty or nolo contendere to any violation of Chapter 893 (Florida Statutes) or of any controlled substance law of the United States or any state for a violation occurring in the workplace no later than five (5) days after such conviction. 5. Impose a sanction on or require the satisfactory participation in a drug abuse assistance or rehabilitation program if such is available in the employee's community or any employee who is so convicted. 6. Make a good faith effort to continue to maintain a drug-free workplace through implementation of this section. As a person authorized to sign the statement, I certify that this firm complies fully with the above requirements. Bidder's Signature Date: BIDDING REQUIREMENTS AND CONTRACT FORMS I-24 Packet Pg. 3068 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION F PRIME BIDDER'S QUALIFICATIONS In order to determine if persons submitting bids are responsible, each contractor shall furnish with his bid the following completed information, and signed statements on "evidence of competency" and "evidence of financial responsibility", which is in accordance with General Provision 20-02. 1. Name of Bidder: 2. Business Address: 0 3. Telephone Number: 4. When Organized: 5. Where Incorporated: 6. A list of the person's shareholder with five (5) percent or more of the stock or, if a general `V partnership, a list of the general partners; or if a limited liability company, a list of its members. i 7. A list of the officers and directors of the person; 8. The number of years the person has been operating and, if different, the number of years it has been providing the services, goods, or construction services called for in the Bid. 6 9. The number of years the person has operated under its present name and any prior names. 10. How many years have you been engaged in the contracting business under the present firm name? 11. What is the type of construction work in which you are principally engaged? 12. On separate sheet list major contracts in past 10 years. E 13. On separate sheet list equipment and plant available for this project. 14. Enclose a copy of latest 3 years of Financial Statements for the responding entity or for any entity that is a subsidiary to the responding entity. BIDDING REQUIREMENTS AND CONTRACT FORMS I-25 Packet Pg. 3069 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 15. Credit Available for this Contract: $ 16. Contracts now in hand, Gross Amount: $ 17. Have you ever refused to sign a contract at your original bid? 18. On separate sheet, list the last five (5) projects over$500,000 on which the contractor has worked, and telephone numbers. 19. Answers to the following questions regarding claims and suits: a. Has the person ever failed to complete work or provide the goods for which it has contracted? (If yes, provide details.) b. Are there any judgments, claims, arbitration proceeding or suits pending or outstanding against the person, or its officers or general partners? (If yes, , provide details.) C. Has the person, within the last five (5) years, been a party to any lawsuit or arbitration with regard to a contract for services, goods or construction services similar to those requested in the specifications? (If yes, provide details) cv d. Has the person ever initiated litigation against the county or been sued by the county in connection with a contract to provide services, goods or construction services? (If yes, provide details) i e. Whether, within the last five (5) years, an officer, general partner, _ controlling shareholder or major creditor of the person was an officer, , general partner, controlling shareholder or major creditor of any other entity that failed to perform services or furnish goods similar to those E sought in the request for bids; f. Customer references (minimum of three), including name, current address and current telephone number: g. Credit references (minimum of three), including name, current address and current telephone number. 20. Remarks: (The above statements must be subscribed and sworn to before a Notary Public.) Date: Firm Name: By: BIDDING REQUIREMENTS AND CONTRACT FORMS I-26 Packet Pg. 3070 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual Title: Notary Public: 0 cv cv cv cv i 0 BIDDING REQUIREMENTS AND CONTRACT FORMS I-27 Packet Pg. 3071 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION G DISCLOSURE OF LOBBY ACTIVITIES Certification of Contracts, Grants, Loans and Cooperative Agreements The undersigned certifies, to the best of his or her knowledge and belief, that: (1) No Federal appropriated funds have been paid or will be paid by or on behalf of the undersigned to any person for influencing or attempting to influence an officer or employee of any agency, a member of Congress, an officer or employee of Congress or an employee of a member of Congress in connection with the awarding of any Federal contract, the making of any Federal Grant, the making of any Federal loan, the entering into of any cooperative agreements and the extension, continuation, renewal, amendment or modification of any Federal contract, Grant, loan or cooperative agreement. (2) If any funds other than Federal appropriate funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a member of Congress, an officer or employee of Congress or an employee of a member of Congress in connection with this Federal contract, Grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure of Lobby Activities", in accordance with its instructions. (3) The undersigned shall require that the language of this certification be included in the , award documents for all sub-awards at all tiers (including subcontracts, sub-grants and contracts under Grants, loans and cooperative agreements) and that all sub-recipients E shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. Signed: Dated: Contractor's Authorized Representative BIDDING REQUIREMENTS AND CONTRACT FORMS I-28 Packet Pg. 3072 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION H ACKNOWLEDGMENT OF RECEIPT OF ADDENDUM Addendum SignatureDate No,. 0 N N CD Cn N CD 0 Ch BIDDING REQUIREMENTS AND CONTRACT FORMS I-29 Packet Pg. 3073 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION I INFORMATION ON DBE GOAL PARTICIPATION FOR PROJECTS RECEIVING FEDERAL FUNDING 1. In accordance with 49 CFR Part 26, the Disadvantaged Business Enterprise (DBE) Program shall apply to this Contract. All persons or entities responding to this solicitation shall utilize, or attempt to utilize, DBE firms to perform at least the assigned participation goal ("DBE Goal") for this Contract. Bidders/Offerors shall submit at time of bid a Disadvantage Business Enterprise (DBE) Utilization form — See Division III, Section 150-07 "Other Contract Provision" Attachment 1 for this form. 0 2. Program Requirements for DBE participation: a) For a DBE firm's participation to be considered in meeting the DBE goal, the DBE firm must be certified as a DBE by a member of the Florida Unified Certification Program CN (FLUCP) to perform the applicable work no later than the date your response or bid is due to the County (i.e., time of bid opening).A comprehensive listing of certified DBE firms is published in the Florida Department of Transportation (FDOT) Business Directory and can W be viewed at the following Unified Certification Program (UCP) website: http://www3b.dot.state.fl.us/Egual0r)portunityOfficeBusinessDirectory/ N b) A certified DBE firm may only participate in a contract if it is performing a commercially useful function. A certified DBE firm performs a commercially useful function when it is responsible for execution of the work of the contract and is carrying out its responsibilities by actually performing, managing, and supervising the work involved. To perform a commercially useful function, the certified DBE firm must also be responsible, with respect to materials and supplies used on the contract, for negotiating price, determining quality and quantity, ordering the material, and installing (where applicable) and paying for the material itself. 3. Compliance with DBE goal requirements is a matter of responsibility. Information demonstrating such compliance must be submitted with the bid at time of bid opening. Bidder/Offeror must at least show an attempt to meet the DBE goal by providing completed Letters of Intent (LOI) between Bidder/Offerer and Disadvantaged Business Enterprise (DBE) forms for each DBE — See Division III, Section 150-07 "Other Contract Provision"Attachment 2 for this form. Alternatively, Bidder/Offeror may show good faith efforts to meet the DBE goal by providing an Application for Evaluation of Good Faith Effort to Meet DBE Goals form - See Division III, Section 150-07 "Other Contract Provision" — Attachment 3 for this form. Submittal of Attachment 3 also requires bidder/offer submittal of supporting documentation of good faith efforts. Failure to meet the DBE goal or demonstrate of good faith efforts to meet the DBE goal shall be grounds for a finding of non-responsibility. E In connection with the DBE goal, Bidder/Offeror may be deemed responsible in one of two ways. a) The first way you may be deemed responsible is by submitting Letters of Intent (LOIs) from certified DBE firms which, cumulatively, fully meet the goal. BIDDING REQUIREMENTS AND CONTRACT FORMS I-30 Packet Pg. 3074 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual b) If the Bidder/Offeror is unable to fully meet the DBE Goal, the second way the Bidder/Offeror may be deemed responsible is by demonstrating good faith efforts to meet the goal ("Good Faith Efforts") and submits a completed Application for Evaluation of Good Faith Effort to Meet DBE Goals. The Bidder/Offeror should include any LOIs from certified DBE firms which partially meet the DBE goal and additional documentation of good faith efforts on the part of the Bidder/Offeror to meet the DBE goal. Such Good Faith Efforts shall be consistent with the guidance concerning good faith efforts provided by the federal (U.S.) Department of Transportation, found in Title 49 CFR 26, Appendix A. Without limiting the preceding sentence, documentation Bidder/Offeror may submit to demonstrate Good Faith Efforts may include, but is not limited to: i. Providing timely solicitation activities to certified DBE firms, including attendance at pre-bid meetings, advertisements, or written notices; ii. Identifying appropriate contract portions and scopes of work that certified DBE firms could potentially perform; iii. Providing timely and adequate information to the certified DBE firms(including plans and specifications); iv. Good faith negotiation with each interested, certified DBE firm (including names and contact information of each DBE firm considered) with an explanation as to why negotiations failed; and V. Investigating DBE qualifications and capabilities; list reason(s) if a certified DBE >- firm is rejected. c) Bidder/Offeror shall submit Attachment 1, Attachment 2, and if needed, Attachment 3 with cV relevant documentation at time of bid with bid submittal. cv 4. Additional factors in Review of Good Faith Efforts: In evaluating your Good Faith Efforts, the i County may also consider the success other Bidder/Offerors that have responded to the solicitation have had in meeting the DBE Goal. 5. Opportunity to Cure-The Airport's Disadvantage Business Enterprise Liaison Officer(DBELO) shall review your bid/offer. If the DBELO discerns your intent to meet the DBE Goal, but determines that your response contains technical errors or requires further documentation, then the DBELO may provide you with three (3) business days to correct those errors or provide documentation. 6. Reconsideration of Lack of Good Faith Efforts - Within five (5) days of being informed by the y Airport's DBELO that a bidder/offeror is not responsive because it has not documented sufficient good faith efforts, the bidder or proposer may request administrative reconsideration. The bidder or proposer must make this request in writing to the Director of Airports: Director of Airports Key West International Airport 3491 South Roosevelt Boulevard Key West, Florida 33040 Phone: (305) 809- 5210 Following the receipt of the request for reconsideration the Director of Airports shall review the request and shall either act as the Reconsideration Official or appoint a Reconsideration BIDDING REQUIREMENTS AND CONTRACT FORMS 1-31 Packet Pg. 3075 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual Official to act on her behalf. The Reconsideration Official will not have a role in the original determination that a bidder/offeror failed to meet the DBE goal or to document good faith efforts. As part of the reconsideration, the bidder or proposer will have the opportunity to provide written documentation or argument concerning the issue of whether it met the DBE goal or made adequate good faith efforts to do so. The bidder or proposer will have the opportunity to meet the Reconsideration Official in person to discuss the issue of whether it met the goal or made adequate good faith efforts. The Reconsideration Official will send the bidder or proposer a written decision on reconsideration no later than seven (7) days prior to the award of the contract, explaining the basis for finding that the bidder or proposer did or did not meet the DBE goal or make adequate good faith efforts. In the event a bidder or proposer protests the decision of the Reconsideration Official, the bidder or proposer must appear at the Board of County Commissioners meeting at which the approval of the award of contract is set to be heard. The bidder or proposer must submit a speaker's card and request to be heard on the matter. The bidder or proposer shall be given an opportunity to be heard before final award of the contract. The result of the reconsideration process is not administratively appealable to the Department of Transportation — Federal Aviation Administration (FAA). cv 7. DBE participation shall be counted in accordance with 49 CFR 26.55. 8. Nothing herein shall be construed to indicate that a higher level of certified DBE firm involvement above the stated DBE goal will give any person or entity that has responded to cV the solicitation or bid an advantage over other responders who have met the DBE goal or shown Good Faith Efforts, as determined by the County. i 0 BIDDING REQUIREMENTS AND CONTRACT FORMS I-32 Packet Pg. 3076 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION J DISADVANTAGED BUSINESS ENTERPRISE PROGRAM (THIS FORM IS DUE AT TIME OF BID) Contract DBEs must be certified by a member of the Florida Unified Certification Program (FUCP) at time of bid. A list of certified DBE firms is available in the FDOT's Business Directory, which can be accessed online at the following: htts:// . ot.state. l.us/ ual pprtnity ice siess irectry/ , (As Required by Division III, Section 150 of the General Provisions) DBE Subcontractors Subcontract Work Item Dollar Value of Subcontract Names/Address Work 0 cv cv cv cv i 0 Total Dollar Value of Subcontract Work $ Total Dollar Value of Basic Bid $ Total DBE Percent (Round to nearest 1/10 percent) % NOTE: The bidder must include with the bid proposal fully completed the Attachment 1 — "Disadvantaged Business Enterprise(DBE) Utilization", and Attachment 2"Letter of Intent', and if needed Attachment 3-Application for Evaluation of Good Faith Effort to Meet DBE Goals shown on Division I II—Section 150-07"Other Contract Provision". BIDDING REQUIREMENTS AND CONTRACT FORMS I-33 Packet Pg. 3077 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION K BIDDER'S AFFIDAVIT IN COMPLIANCE WITH FLORIDA TRENCH SAFETY ACT (SECTION 553.60-553.64, FLORIDA STATUTES) STATE OF FLORIDA ) ) SS COUNTY OF MONROE ) BEFORE ME, the undersigned authority, personally appeared 0 who, being duly sworn, deposes and says as follows: cv That he is the duly authorized representative of: (Name of Bidder) CD "' cv M cv being its (Owner) (Partner) (President or other Corporate Officer) and as such, has full authority to execute this Bidder's Affidavit. 1. The full legal name and business address of the person or entity submitting this bid: 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 control (by his own forces or by his subcontractors) shall be accomplished in strict adherence with OSHA Trench Safety Standards contained in 19 CFR, s.1926.650, Sub-part P, including all subsequent revisions or updates to these Standards as adopted by the Department of Labor and Employment Security. 3. The bidder acknowledges that included in the various items listed in the Schedule BIDDING REQUIREMENTS AND CONTRACT FORMS I-34 Packet Pg. 3078 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual of Prices Bid and in the Total Amount Bid are costs for complying with Florida Trench Safety Act (Sections 553.60-553.64, Florida Statutes). The bidder further identifies the costs to be summarized below: Trench SafetyMeasure Unit of Measure Unit Unit Extended (Description) (LF, SY) Quantity Cost Cost , A B C D TOTAL: $ Signature of Authorized Representative: CD M N i Title Date NOTARIAL JURAT 0 STATE OF: COUNTY OF: Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ online notarization, on (date) by (name of affiant). He/She is personally known to me or has produced (type of identification) as identification. NOTARY PUBLIC BIDDING REQUIREMENTS AND CONTRACT FORMS I-35 Packet Pg. 3079 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION L SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a), FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES This form must be signed and sworn to in the presence of a Notary Public or other official authorized to administer oaths. 1. This sworn statement is submitted with Bid, Proposal or Contract No. for 0 2. This sworn statement is submitted by (name of entity submitting sworn statement) n, whose business address is >- cv cv cv and (if applicable) its Federal Employer Identification Number (FEIN) is: i (If the entity has no FEIN, include the Social Security Number of the individual signing this sworn statement: ) 3. My name is and (please print name of individual signing) 0 my relationship to the entity named above is 4. I understand that a "public entity crime", as defined in Paragraph 287.133(1)(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or of the United States, including, but not limited to, any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state or of the United States and involving anti-trust, fraud, theft, bribery, collusion, racketeering, conspiracy or material misrepresentation. 5. I understand that "convicted" or "conviction", as defined in Paragraph 287.133(1)(6), Florida Statutes, means a finding of guilt or a conviction of a public entity crime with or without an adjudication of guilt in any federal or state trial court of record relating to charges brought by indictment or information after July 1, 1989, as a BIDDING REQUIREMENTS AND CONTRACT FORMS I-36 Packet Pg. 3080 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual result of a jury verdict, non-jury trial or entry of a plea of guilty or nolo contendere. 6. 1 understand that an "affiliate", as defined in Paragraph 287.133(1)(a), Florida Statutes, means: a. A predecessor or successor of a person convicted of a public entity crime; or b. An entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executives, partners, shareholders, employees, members and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person or a pooling of equipment or income among persons when not for fair market value under an arm's length agreement, shall be a prima facie case that one person controls another person. A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate. 7. 1 understand that a "person", as defined in Paragraph 287.133(1)(e), Florida W Statutes, means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding contract and which bids or applies to bid on contracts for the provision of goods or services let by a public entity or which otherwise transacts or applies to transact business with a public entity. The term "person" includes those officers, directors, executives, partners, shareholders, employees, members and agents who are active in management of an entity. 8. Based on information and belief, the statement which I have marked below is true in relation to the entity submitting this sworn statement. (Indicate which statement c applies.) Neither the entity submitting this sworn statement nor any of its officers, directors, executives, partners, shareholders, employees, members or agents who are active in the management of the entity, nor any affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement or one or more of its officers, directors, executives, partners, shareholders, employees, members or agents who are active in the management of the entity or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989, AND (please indicate which additional statement applies) There has been a proceeding concerning the conviction before a Hearing Officer of the State of Florida, Division of Administrative Hearings. The BIDDING REQUIREMENTS AND CONTRACT FORMS I-37 Packet Pg. 3081 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual Final Order entered by the Hearing Officer did not place the person or affiliate on the convicted vendor list. (Please attach a copy of the Final _ Order.) The person or affiliate was placed on the convicted vendor list. There has been a subsequent proceeding before a hearing officer of the State of Florida, Division of Administrative Hearings. The Final Order entered by the hearing officer determined that it was in the public interest to remove the person or affiliate from the convicted vendor list. (Please attach a copy of the Final Order.) , The person or affiliate has not been placed on the convicted vendor list. (Please describe any action taken by or pending with the Department of General Services.) 0 Signature of Authorized Representative: cv cv cv cv Title Date NOTARIAL JURAT 0 STATE OF: COUNTY OF: Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ online notarization, on (date) by (name of affiant). He/She is personally known to me or has produced (type of identification) as identification. NOTARY PUBLIC E BIDDING REQUIREMENTS AND CONTRACT FORMS I-38 Packet Pg. 3082 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION M SWORN STATEMENT UNDER ORDINANCE NO. 10-1990 MONROE COUNTY, FLORIDA ETHICS CLAUSE warrants that he/it has not employed, retained or otherwise had act on his/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, 0 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. n, cv (Signature) Date: i NOTARIAL JURAT ' STATE OF: COUNTY OF: Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ online notarization, on (date) by (name of affiant). He/She is personally known to me or has produced (type of identification) as identification. NOTARY PUBLIC BIDDING REQUIREMENTS AND CONTRACT FORMS I-39 Packet Pg. 3083 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION N CERTIFICATION OF NONSEGREGATED FACILITIES CONTRACT (As Required by Division III, Section 160 Subsection 160-02 Equal Employment Opportunity Requirements of the General Provisions) , The federally assisted construction contractor certifies that he does not maintain or provide for his employees any segregated facilities at any of his establishments, and that he does not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The federally assisted construction certifies further that he will not maintain or provide for his employees any segregated facilities at any of his establishments, and that he will not n, permit his employees to perform their services at any location, under his 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 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 which are not exempt from the provisions of the equal opportunity clause, and that he will retain such certifications in his files Signature of Contractor Title BIDDING REQUIREMENTS AND CONTRACT FORMS I-40 Packet Pg. 3084 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION O FEDERAL WAGE DECISION "General Decision Number: FL20200022 05/15/2020 Superseded General Decision Number: FL20190022 State: Florida Construction Type: Building 0 County: Monroe County in Florida. cv BUILDING CONSTRUCTION PROJECTS (does not include single family >- homes or apartments up to and including 4 stories). '✓ cv cv Note: Under Executive Order (EO) 13658, an hourly minimum wage `V of$10.80 for calendar year 2020 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, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage c determination at least$10.80 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2020. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to BIDDING REQUIREMENTS AND CONTRACT FORMS 1-41 Packet Pg. 3085 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date c 0 01/03/2020 1 05/15/2020 cv ELEC0349-003 09/02/2019 cv Rates Fringes cv i ELECTRICIAN......................$ 35.36 12.77 ---------------------------------------------------------------- ENG10487-004 07/01/2013 0 Rates Fringes , OPERATOR: Crane All Cranes Over 15 Ton Capacity....................$ 29.00 8.80 Yard Crane, Hydraulic Crane, Capacity 15 Ton and Under.......................$ 22.00 8.80 ---------------------------------------------------------------- I RON0272-004 10/01/2019 Rates Fringes BIDDING REQUIREMENTS AND CONTRACT FORMS I-42 Packet Pg. 3086 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual IRONWORKER, STRUCTURAL AND REINFORCING......................$ 25.49 11.99 ---------------------------------------------------------------- PAIN0365-004 08/01/2019 Rates Fringes PAINTER: Brush Only.............$ 20.21 11.28 * SFFL0821-001 01/01/2020 cv Rates Fringes SPRINKLER FITTER (Fire CD Sprinklers)......................$ 29.18 19.75 ---------------------------------------------------------------- i SH EE0032-003 12/01/2013 Rates Fringes 0 SHEETMETAL WORKER (HVAC Duct , Installation)....................$ 23.50 12.18 ---------------------------------------------------------------- y SUFL2009-059 05/22/2009 Rates Fringes CARPENTER........................$ 15.08 5.07 CEMENT MASON/CONCRETE FINISHER...$ 12.45 0.00 FENCE ERECTOR....................$ 9.94 0.00 BIDDING REQUIREMENTS AND CONTRACT FORMS I-43 Packet Pg. 3087 Florida Keys Marathon International Airport 10/2020 Monroe Hangars Rehabilitation Bid Documents Project Manuu| LABORER: Common or General......$ 8.02 0.00 LABORER: Pipe|ayer...'..'..'.$ 1O.45 0.00 OPERATOR: Baokhoe/Enoavab»r.....$ 10.98 0.00 -� � ^ OPERATOR: Paver (Asphalt, Aggregate, and Concrete).........$ 9.58 0.00 OPERATOR: Pump..................$ 11.00 0.00 �c ^ � PAINTER: Ro |erandSnray--.$ 11.21 0.00 - PLUMBER..........................$ 12.27 3.33 ROOFER: Built Up. Composition, Hot Tar and Single Ply.......................$ 14.33 0.00 u- � SHEET METALWORKER, Excludes HVAC Duct Installation...........$ 14.41 3.01 -~ TRUCK DRIVER, Includes Dump m� and 10`/and Haul Away............$ 8.00 015 ---------------------------------------------------------------- \8/ELDERS - Receive rate prescribed for craft performing ~� operation to which welding is incidental. Note: Executive Order /E[}\ 13700. Establishing Paid Sick Leave BIDDING REQUIREMENTS AND CONTRACT FORMS 1-44 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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 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 c health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is cv 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. cv i 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)). 0 ---------------------------------------------------------------- y 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 BIDDING REQUIREMENTS AND CONTRACT FORMS I-45 Packet Pg. 3089 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual (weighted union average rate). Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number cv where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. i Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. 0 Survey Rate Identifiers Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates BIDDING REQUIREMENTS AND CONTRACT FORMS I-46 Packet Pg. 3090 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate cv 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 cv 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. 0 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. ---------------------------------------------------------------- WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can BIDDING REQUIREMENTS AND CONTRACT FORMS I-47 Packet Pg. 3091 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the cv Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. cv cv 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.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor BIDDING REQUIREMENTS AND CONTRACT FORMS I-48 Packet Pg. 3092 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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: cv Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 cv i 4.) All decisions by the Administrative Review Board are final. ---------------------------------------------------------------- 0 END OF GENERAL DECISION" , BIDDING REQUIREMENTS AND CONTRACT FORMS I-49 Packet Pg. 3093 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION P CERTIFICATION REGARDING DEBARTMENT, SUSPENSION, INELIGIBILITY, AND VOLUNTARY EXCLUSION - 49 CFR PART 29 (Version 1 , 5/90) The bidder/offerer certifies, by submission of this proposal or acceptance of this contract, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligibility, or voluntarily excluded from participation in this transaction by any 0 Federal department or agency. It further agrees by submitting this proposal that it will include this cause without modification in all lower tier transactions, solicitations, proposals, contracts, and , subcontracts. Where the bidder/offerer/contractor any lower tier participant is unable to certify to this statement, it shall attach an explanation to this solicitation/proposal. �- cv cv cv i Signature of Contractor Title 0 BIDDING REQUIREMENTS AND CONTRACT FORMS I-50 Packet Pg. 3094 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION Q NON-COLLUSION AFFIDAVIT I, of the city of according to law on my oath, and under penalty of perjury, depose and say that: 1) 1 am of the firm of the bidder making the bid proposal for the project described in the Notice for Calling for bids for: 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, c communication or agreement for the purpose of restricting competition, as to any matter relating to such prices with any other bidder or with any competitor; 3) Unless otherwise required by law, the prices which have been quoted in this bid have not been knowingly disclosed by the bidder and will not knowingly be disclosed by the bidder prior to bid opening, directly or indirectly, to any other bidder or to any competitor; and W 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; i 5) The statements contained in this affidavit are true and correct, and made with full knowledge that Monroe County relies upon the truth of the statements contained in this affidavit in awarding contracts for said project. (Signature of the Bidder) (Date) NOTARIAL JURAT STATE OF: COUNTY OF: Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ online E notarization, on (date) by (name of affiant). He/She is personally known to me or has produced (type of identification) as identification. NOTARY PUBLIC BIDDING REQUIREMENTS AND CONTRACT FORMS 1-51 Packet Pg. 3095 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION R TEXTING WHILE DRIVING In accordance with Executive Order 13513, "Federal Leadership on Reducing Text Messaging While Driving" (10/1/2009) and DOT Order 3902.10 "Text Messaging While Driving" (12/30/2009), the FAA encourages recipients of Federal grant funds to adopt and enforce safety policies that decrease crashes by distracted drivers, including policies to ban text messaging while driving when performing work related to a grant or sub-grant. In support of this initiative, the Owner encourages the Contractor to promote policies and initiatives for its employees and other work personnel that decrease crashes by distracted drivers, including policies that ban text messaging while driving motor vehicles while performing work activities associated with the project. The Contractor must include the substance of this clause in all sub-tier contracts exceeding $3,500 and involve driving a motor vehicle in performance of work activities associated with the project. W cv cv cv i 0 BIDDING REQUIREMENTS AND CONTRACT FORMS I-52 Packet Pg. 3096 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION S PROCUREMENT OF RECOVERED MATERIALS Contractor and subcontractor agree to comply with Section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act, and the regulatory provisions of 40 CFR Part 247. In the performance of this contract and to the extent practicable, the Contractor and subcontractors are to use of products containing the highest percentage of recovered materials for items designated by the Environmental Protection Agency (EPA) under 40 CFR Part 247 whenever: 0 a) The contract requires procurement of $10,000 or more of a designated item during the fiscal year; or, cv b) The contractor has procured $10,000 or more of a designated item using Federal funding during the previous fiscal year. �- The list of EPA-designated items is available at www. ov/eaaste/con serve/too ls/c /products/. N Section 6002(c) establishes exceptions to the preference for recovery of EPA- i designated products if the contractor can demonstrate the item is: a) Not reasonably available within a timeframe providing for compliance with the contract performance schedule; b) Fails to meet reasonable contract performance requirements; or c) Is only available at an unreasonable price. BIDDING REQUIREMENTS AND CONTRACT FORMS I-53 Packet Pg. 3097 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION T VENDOR CERTIFICATION REGARDING SCRUTINIZED COMPANIES LISTS Project Description(s): Respondent Vendor Name: Vendor FEIN: Vendor's Authorized Representative Name and Title: Address: City: State: Zip: 0 Phone Number: Email Address: cv 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 N 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 N 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 m in the Iran Petroleum Energy Sector List, or engaged in business operations in Cuba or Syria. 2 I understand that pursuant to Section 287.135, Florida Statutes,the submission of a false certification may c 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. Certified By: who is authorized to sign on behalf of the above referenced company. Authorized Signature: Print Name: � Title: Note: The List are available at the following Department of Management Services Site: h ://�v�v�v.ds. yoda.co /business operations/state urcasin /vendor_information/convicted_sus pended_discinninatory complaints vendor lists BIDDING REQUIREMENTS AND CONTRACT FORMS I-54 Packet Pg. 3098 T.3.c` c cv CONTRACT N m N CD Packet Pg. 3099 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 0 INTENTIONALLY LEFT BLANK cv cv CD cv M cv i 0 U CONTRACT 11-2 Packet Pg. 3100 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual DIVISION II CONTRACT SECTION A PUBLIC CONSTRUCTION BOND II-5 SECTION B - CERTIFICATE OF OWNER'S ATTORNEY (N/A) ..............................................II-15 SECTION C ACKNOWLEDGMENT FOR CHANGE ORDERS II-17 SECTION D - CONTRACT .......................................................................................II-19 0 cv cv CD cv Cn cv CD 0 Ch CONTRACT 11-3 Packet Pg. 3101 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 0 cv INTENTIONALLY LEFT BLANK �-- cv CD cv M cv i 0 U CONTRACT 11-4 Packet Pg. 3102 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION A PUBLIC CONSTRUCTION BOND By this Bond, We as Principal, whose principal business address is as corporation, as Surety, are bound to Monroe County hereinafter called County, in the sum of U.S. Dollars $ (Minimum 100% of total bid amount) for payment which we bind ourselves, our heirs, personal representatives, successors, and assigns, jointly and severally. THE CONDITION OF THIS BOND is that if Principal: 1. Performs the contract dated, 2020 between Principal and County for construction of Hangars Rehabilitation the Contract being made a part of this Bond by reference, at the times and in the manner prescribed in the Contract. 2. Promptly make payments to all claimants, as defined in Section 255.05 (1), Florida Statutes, supplying Principal with labor, materials, or supplies, used directly or indirectly by Principal in the prosecution of the work provided for in the Contract, which is made a part of this bond by reference, and in the times and in the manner prescribed in the Contract; and 3. Pays the County all losses, damages, expenses, costs and attorney's fees, , including appellate proceedings, that County sustains because of a failure by Principal under the Contract; and 0 4. Performs the guarantee of all work and materials furnished under the Contract for , the time specified in the Contract, then this Bond is void; otherwise it remains in full force. This bond is subject to the provisions of Section 255.05, Florida Statues. Any changes in or under the Contract Documents and compliance or non-compliance with any formalities connected with the Contract or the changes does not affect Surety's obligation under this Bond. Bond of contractor constructing public buildings; form; action by material men (Florida Statues-Section 255.05) (1)(a) Any person entering into a formal contract with the state or any county, city, or political subdivision thereof, or other public authority or private entity, for the construction of a public building, for the prosecution and completion of a public work, or for repairs upon a public building or public work shall be required, before commencing CONTRACT 11-5 Packet Pg. 3103 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual the work or before recommencing the work after a default or abandonment, to execute, deliver to the public owner, and record in the public records of the county where the improvement is located, a payment and performance bond with a surety insurer authorized to do business in this state as surety. A public entity may not require a contractor to secure a surety bond under this section from a specific agent or bonding company. The bond must state on its front page: the name, principal business address, and phone number of the contractor, the surety, the owner of the property being improved, and, if different from the owner, the contracting public entity; the contract number assigned by the contracting public entity; and a description of the project sufficient to identify it, such as a legal description or the street address of the property being improved, and a general description of the improvement. Such bond shall be conditioned upon the contractor's performance of the construction work in the time and manner prescribed in the contract and promptly making payments to all persons defined in s. 713.01 who furnish labor, services, or materials for the prosecution of the work provided for in the contract. Any claimant may apply to the governmental entity having charge of the work for copies of the contract and bond and shall thereupon be furnished with a certified copy of the contract and bond. The claimant shall have a right of action against the contractor and surety for the amount due him or her, including unpaid finance charges due under the claimant's contract. Such action shall not involve the public authority in any expense. At the discretion of the official or board awarding such !i, contract when such work is done for any county, city, political subdivision, or public authority, any person entering into such a contract which is for $200,000 or less may be exempted from executing the payment and performance bond. In the event such exemption is granted, the officer or officials shall not be personally liable to persons suffering loss because of granting such exemption. Any provision in a payment bond furnished for public work contracts as provided by this subsection which restricts the classes of persons as defined _ in s. 713.01 protected by the bond or the venue of any proceeding relating to such bond is , unenforceable. (b) The Department of Management Services shall adopt rules with respect to all contracts for $200,000 or less, to provide: 1. Procedures for retaining up to 10 percent of each request for payment submitted by a contractor and procedures for determining disbursements from the amount retained on a pro rata basis to laborers, material men, and subcontractors, as defined in s. 713.01. 2. Procedures for requiring certification from laborers, material men, and subcontractors, as defined in s. 713.01, prior to final payment to the contractor that such laborers, material men, and subcontractors have no claims against the contractor resulting from the completion of the work provided for in the contract. The state shall not be held liable to any laborer, material man, or subcontractor for any amounts greater than the pro rata share as determined under this section. (c)1. The amount of the bond shall equal the contract price, except that for a contract in excess of $250 million, if the state, county, municipality, political subdivision, or other public entity finds that a bond in the amount of the contract price is not reasonably available, the public owner shall set the amount of the bond at the largest amount reasonably available, CONTRACT 11-6 Packet Pg. 3104 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual but not less than $250 million. 2. For construction-management or design-build contracts, if the public owner does not include in the bond amount the cost of design or other non-construction services, the bond may not be conditioned on performance of such services or payment to persons furnishing such services. Notwithstanding paragraph (a), such a bond may exclude persons furnishing such services from the classes of persons protected by the bond. (2)(a)1 . If a claimant is no longer furnishing labor, services, or materials on a project, a , contractor or the contractor's agent or attorney may elect to shorten the prescribed time in this paragraph within which an action to enforce any claim against a payment bond provided pursuant to this section may be commenced by recording in the clerk's office a notice in substantially the following form: NOTICE OF CONTEST OF CLAIM AGAINST PAYMENT BOND N N N i To: (Name and address of claimant) You are notified that the undersigned contests your notice of nonpayment, dated and served on the undersigned on and that the time within which you may file suit to enforce your claim is limited to 60 days after the date of service of this notice. Dated On: Signed: (Contractor or Attorney) The claim of any claimant upon whom such notice is served and who fails to institute a suit to enforce his or her claim against the payment bond within 60 days after service of such notice shall be extinguished automatically. The clerk shall mail a copy of the notice of contest to the claimant at the address shown in the notice of nonpayment or most CONTRACT 11-7 Packet Pg. 3105 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual recent amendment thereto and shall certify to such service on the face of such notice and record the notice. Service is complete upon mailing. 2. A claimant, except a laborer, who is not in privity with the contractor shall, before commencing or not later than 45 days after commencing to furnish labor, services, or materials for the prosecution of the work, furnish the contractor with a written notice that he or she intends to look to the bond for protection. A claimant who is not in privity with the contractor and who has not received payment for his or her labor, services, or materials shall deliver to the contractor and to the surety written notice of the performance of the labor or delivery of the materials or supplies and of the nonpayment. The notice of nonpayment may be served at any time during the progress of the work or thereafter but not before 45 days after the first furnishing of labor, services, or materials, and not later than 90 days after the final furnishing of the labor, services, or materials by the claimant or, with respect to rental equipment, not later than 90 days after the date that the rental equipment was last on the job site available for use. Any notice of nonpayment served by a claimant who is not in privity with the contractor which includes sums for retainage must specify the portion of the amount claimed for retainage. No action for the labor, materials, or supplies may be instituted against the contractor or the >- surety unless both notices have been given. Notices required or permitted under this section may be served in accordance with s. 713.18. A claimant may not waive in advance his or her right to bring an action under the bond against the surety. In any action brought to enforce a claim against a payment bond under this section, the prevailing party is entitled to recover a reasonable fee for the services of his or her ' attorney for trial and appeal or for arbitration, in an amount to be determined by the court, which fee must be taxed as part of the prevailing party's costs, as allowed in , equitable actions. The time periods for service of a notice of nonpayment or for bringing an action against a contractor or a surety shall be measured from the last day of E furnishing labor, services, or materials by the claimant and shall not be measured by other standards, such as the issuance of a certificate of occupancy or the issuance of a , certificate of substantial completion. (b) When a person is required to execute a waiver of his or her right to make a claim against y the payment bond in exchange for, or to induce payment of, a progress payment, the waiver may be in substantially the following form: WAIVER OF RIGHT TO CLAIM AGAINST THE PAYMENT BOND (PROGRESS PAYMENT) The undersigned, in consideration of the sum of$ hereby waives its right to claim against the payment bond for labor, services, or materials furnished through insert CONTRACT 11-8 Packet Pg. 3106 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual date to (insert the name of your customer) on the job of (insert the name of the owner),_ for improvements to the following described project: Hangars Rehabilitation This waiver does not cover any retention or any labor, services, or W materials furnished after the date specified. DATED ON (Claimant) By- 0 (c) When a person is required to execute a waiver of his or her right to make a claim against the payment bond, in exchange for, or to induce payment of, the final payment, the waiver may be in substantially the following form: WAIVER OF RIGHT TO CLAIM N AGAINST THE PAYMENT BOND (FINAL PAYMENT) N The undersigned, in consideration of the final payment in the amount of$ _ hereby waives its right to claim against the payment bond for labor, services, or materials furnished to (insert the name of your customer) on the job of (insert the name of the owner), for improvements to the following described project: Hangars Rehabilitation DATED ON Claimant By- (d) A person may not require a claimant to furnish a waiver that is different from the forms in paragraphs (b) and (c). (e) A claimant who executes a waiver in exchange for a check may condition the waiver E on payment of the check. CONTRACT 11-9 Packet Pg. 3107 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual (f) A waiver that is not substantially similar to the forms in this subsection is enforceable in accordance with its terms. (3) The bond required in subsection (1) may be in substantially the following form: PUBLIC CONSTRUCTION BOND Bond No. (enter bond number) BY THIS BOND, We , as Principal and a corporation, as Surety, are bound to herein called Owner, in the sum of$ for payment of which we bind ourselves, our heirs, personal representatives, successors, and assigns, jointly and severally. , THE CONDITION OF THIS BOND is that if Principal: 1. Performs the contract dated between Principal and Owner for construction of the contract being made a part of this bond by reference, at the times and in the manner prescribed in the contract; and 2. Promptly makes payments to all claimants, as defined in Section 255.05(1), Florida Statutes, n, supplying Principal with labor, materials, or supplies, used directly or indirectly by Principal in the prosecution of the work provided for in the contract; and 3. Pays Owner all losses, damages, expenses, costs, and attorney's fees, including appellate proceedings, that Owner sustains because of a default by Principal under the contract; and cv 4. Performs the guarantee of all work and materials furnished under the contract for the time specified in the contract, then this bond is void; otherwise it remains in full force. Any action instituted by a claimant under this bond for payment must be in accordance with the , notice and time limitation provisions in Section 255.05(2), Florida Statutes. Any changes in or under the contract documents and compliance or noncompliance with any formalities connected with the contract or the changes does not affect Surety's obligation under this bond. DATED ON (Name of Principal) By (As Attorney in Fact) (Name of Surety) (4) The payment bond provisions of all bonds required by subsection (1) shall be construed and deemed statutory payment bonds furnished pursuant to this section and such bonds shall not under any circumstances be converted into common law bonds. CONTRACT 11-10 Packet Pg. 3108 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual (5) In addition to the provisions of chapter 47, any action authorized under this section may be brought in the county in which the public building or public work is being constructed or repaired. This subsection shall not apply to an action instituted prior to May 17, 1977. (6) All payment bond forms used by a public owner and all payment bonds executed pursuant to this section by a surety shall make reference to this section by number and shall contain reference to the notice and time limitation provisions in subsection (2). (7) In lieu of the bond required by this section, a contractor may file with the state, county, , city, or other political authority an alternative form of security in the form of cash, a money order, a certified check, a cashier's check, an irrevocable letter of credit, or a security of a type listed in part II of chapter 625. Any such alternative form of security shall be for the same purpose and be subject to the same conditions as those applicable to the bond required by this section. The determination of the value of an alternative form of security shall be made by the appropriate state, county, city, or other political subdivision. (8) When a contractor has furnished a payment bond pursuant to this section, he or she may, when the state, county, municipality, political subdivision, or other public authority makes any payment to the contractor or directly to a claimant, serve a written demand on any claimant LU LU who is not in privity with the contractor for a written statement under oath of his or her account showing the nature of the labor or services performed and to be performed, if any; the materials furnished; the materials to be furnished, if known; the amount paid on account to date; the amount due; and the amount to become due, if known, as of the date of the statement by the claimant. Any such demand to a claimant who is not in privity with the contractor must be served on the claimant at the address and to the attention of any person _ who is designated to receive the demand in the notice to contractor served by the , claimant. The failure or refusal to furnish the statement does not deprive the claimant of his or her rights under the bond if the demand is not served at the address of the claimant E or directed to the attention of the person designated to receive the demand in the notice to contractor. The failure to furnish the statement within 30 days after the demand, or the furnishing of a false or fraudulent statement, deprives the claimant who fails to furnish the statement, or who furnishes the false or fraudulent statement, of his or her rights under the bond. If the contractor serves more than one demand for statement of account on a claimant and none of the information regarding the account has changed since the claimant's last response to a demand, the failure or refusal to furnish such statement does not deprive the claimant of his or her rights under the bond. The negligent inclusion or omission of any information deprives the claimant of his or her rights under the bond to the extent that the contractor can demonstrate prejudice from such act or omission by the claimant. The failure to furnish a response to a demand for statement of account does not affect the validity of any claim on the bond being enforced in a lawsuit filed before the date the demand for statement of account is received by the claimant. (9) On any public works project for which the public authority requires a performance and payment bond, suits at law and in equity may be brought and maintained by and CONTRACT 11-11 Packet Pg. 3109 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual against the public authority on any contract claim arising from breach of an express provision or an implied covenant of a written agreement or a written directive issued by the public authority pursuant to the written agreement. In any such suit, the public authority and the contractor shall have all of the same rights and obligations as a private person under a like contract except that no liability may be based on an oral modification of either the written contract or written directive. Nothing herein shall be construed to waive the sovereign immunity of the state and its political subdivisions from equitable claims and equitable remedies. The provisions of this subsection shall apply only to contracts entered into on or after July 1, 1999. (10) An action, except an action for recovery of retainage, must be instituted against the contractor or the surety on the payment bond or the payment provisions of a combined payment and performance bond within 1 year after the performance of the labor or completion of delivery of the materials or supplies. An action for recovery of retainage must be instituted against the contractor or the surety within 1 year after the performance of the labor or completion of delivery of the materials or supplies; however, such an action may not be instituted until one of the following conditions is satisfied: cv (a) The public entity has paid out the claimant's retainage to the contractor, and the time provided under s. 218.735 or s. 255.073(3) for payment of that retainage to the claimant has expired; (b) The claimant has completed all work required under its contract and 70 days have passed since the contractor sent its final payment request to the public entity; or (c) At least 160 days have passed since reaching substantial completion of the construction services purchased, as defined in the contract, or if not defined in the contract, since reaching beneficial occupancy or use of the project. (d) The claimant has asked the contractor, in writing, for any of the following information and the E contractor has failed to respond to the claimant's request, in writing, within 10 days after receipt of the request: c 1. Whether the project has reached substantial completion, as that term is defined in the contract, or if not defined in the contract, if beneficial occupancy or use of the project has occurred. 2. Whether the contractor has received payment of the claimant's retainage, and if so, the date the retainage was received by the contractor. 3. Whether the contractor has sent its final payment request to the public entity, and if so, the date on which the final payment request was sent. If none of the conditions described in paragraph (a), paragraph (b), paragraph (c), or paragraph (d) is satisfied and an action for recovery of retainage cannot be instituted within the 1-year limitation period set forth in this subsection, this limitation period shall be extended until 120 days after one of these conditions is satisfied. CONTRACT 11-12 Packet Pg. 3110 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual Principal agrees to record this Bond in the Official Records for Monroe County before the commencement of the work subject of this Bond. Dated on: PRINCIPAL: Address: By: 0 As Attorney-in-Fact SURETY: Address: cv cv cv cv Claims against this Bond are subject to the notice and time provisions set forth in Section 255.05, Florida Statutes. In accordance with the provisions of Section 255.05, Florida Statutes, the Contractor shall provide to the County a hundred (100) percent Performance Bond and a hundred (100) percent Labor and Material Payment Bond each in an amount not less than the total construction 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, y 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. CONTRACT 11-13 Packet Pg. 3111 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 5. If the Contract Award Amount exceeds Five Hundred Thousand ($500,000), the Surety Company shall also comply with the following provisions: A. The Surety Company shall have at least the following minimum ratings in the latest issue of Best's Key Rating Guide. POLICYHOLDER'S REQUIRED CONTRACT AMOUNT RATING FINANCIAL RATING $ 500,000 TO 1,000,000 A- CLASS 1 0 $1,000,000 TO 2,000,000 A- CLASS II N $2,000,000 TO 5,000,000 A- CLASS III $5,000,000 TO 10,000,000 A- CLASS IV N $10,000,000 TO 25,000,000 A- CLASS V N $25,000,000 TO 50,000,000 A- CLASS V $50,000,000 TO 100,000,000 A- CLASS V II $50,000,000 TO 100,000,000 A- CLASS V I I 0 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: y (a) Any risk or portion of any risk being reinsured shall be deducted in determining the limitation of the risk as prescribed in this section. These minimum requirements shall apply to the reinsuring carrier providing authorization or approval by the State of Florida, Department of Insurance to do business in this state have been met. (b) In the case of the surety insurance company, in addition to the deduction for reinsurance, the amount assumed by any co- surety, the value of any security deposited, pledged or held subject to the consent of the surety and for the protection of the surety shall be deducted. CONTRACT 11-14 Packet Pg. 3112 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual S E C T I O N B CERTIFICATE OF OWNER'S ATTORNEY THIS SECTION IS NOT INCLUDED 0 N N N N i 0 CONTRACT 11-15 Packet Pg. 3113 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 0 cv INTENTIONALLY LEFT BLANK cv CD cv M cv i 0 U CONTRACT 11-16 Packet Pg. 3114 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual S E C T I O N C ACKNOWLEDGMENT FOR CHANGE ORDERS TO: Monroe County Board of Commissioners Key West, Florida REF: Hangars Rehabilitation Florida Keys Marathon International Airport 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 !i° change orders are allowed under the Bid Law: N N 1 . Unusual and difficult circumstances which arose during the course of the N execution of the contract which could not have been reasonably foreseen. 2. Where competitive bidding for the new work for new money will work to the serious detriment of the awarding authority. 3. Emergencies arising during the course of the work. 4. Changes or alterations provided for in the original bid and originals contract Contractor By: Title: CONTRACT 11-17 Packet Pg. 3115 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 0 cv INTENTIONALLY LEFT BLANK c44 CD cv M cv i 0 U CONTRACT 11-18 Packet Pg. 3116 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual S E C T I O N D CONTRACT Hangars Rehabilitation Florida Keys Marathon International Airport THIS AGREEMENT made and entered into the day of by and between _ Contractor, and the Monroe County Board of Commissioners, Key West, Florida, Owner. 0 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: Hangars Rehabilitation Florida Keys Marathon International Airport Monroe County, Florida 0 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 one hundred eighty (180) calendar days from the Notice-to-Proceed (Construction) as per Special Provision No. 2. y 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 contract documents the Contract Lump sum of ---------------------------------------------------- Dollars ($ ) 4. On or before the 15th day of each calendar month, the Owner shall make partial payment to the Contractor on the basis of a duly certified and approved estimate of work performed during the preceding calendar month by the Contractor. County shall pay in accordance with the Florida Local Government Prompt Payment Act. Each Application for Payment shall be based upon the Schedule of Values for the project. The Schedule of Values shall allocate the entire Contract Sum among the various portions of the Work and be prepared in such form and supported by such data to CONTRACT 11-19 Packet Pg. 3117 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual substantiate its accuracy as the Director of Airports may require. This schedule, unless objected to by the Director of Airports, shall be used as a basis for reviewing the Contractor's Applications for Payment. Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work, less retainage of ten percent 10%. Payment will be made after delivery and inspection by County and upon submission of invoices with supporting documentation acceptable to the Clerk, on a monthly schedule in arrears. Acceptability to the Clerk is based on generally accepted accounting principles and such laws, rules and regulations as may govern the Clerk's disbursal of funds. 0 5. Upon submission by the Contractor of evidence satisfactory to the Owner that all payrolls, material bills and other costs incurred by the Contractor in connection with the construction of the work have been paid in full, final payment on account of this agreement shall be made within twenty (20) days after the completion by the Contractor of all work covered by this agreement and the acceptance of such work by the Owner. 6. It is mutually agreed between the parties hereto that time is of the essence in this contract and in the event the construction of the work is not completed within the time herein specified, it is agreed that from the compensation otherwise to be paid to the Contractor, the Owner may retain the amounts described in the Liquidated Damages, Special Provision No. 3, per day for each day thereafter, _ Sundays and holidays included, that the work remains uncompleted, which sum shall represent the actual damages which the Owner will have sustained per day by failure of the Contractor to complete the work within the time stipulated and this sum is E not a penalty being the stipulated damages the Owner will have sustained in the event of such default by the Contractor. c 7. It is further mutually agreed between the parties hereto that if at any time after the execution of this agreement and the surety bond hereto attached for its faithful performance, the Owner shall deem the surety or sureties upon such bond to be unsatisfactory, or if, for any reason, such bond ceases to be adequate to cover the performance of the work, the Contractor shall, at its expense within five (5) days after the receipt of notice from the Owner so to do, furnish an additional bond or bonds in such form and amount and with such surety or sureties as shall be satisfactory to the Owner. In such event, no further payment to the Contractor shall be deemed to be due under this agreement until such new or additional security for the faithful performance of the work shall be furnished in manner and form satisfactory to the Owner. 8. MAINTENANCE OF RECORDS: Contractor shall maintain all books, records, and documents directly pertinent to performance under this Agreement in accordance with generally accepted accounting principles consistently applied. Records shall be CONTRACT 11-20 Packet Pg. 3118 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual retained for a period of seven years from the termination of this agreement or for a period of three years from the submission of the final expenditure report as per 2 CFR §200.333, whichever is greater. Each party to this Agreement or its authorized representatives shall have reasonable and timely access to such records of each other party to this Agreement for public records purposes during the term of the Agreement and for seven years following the termination of this Agreement. If an auditor employed by the County or Clerk determines that monies paid to Contractor pursuant to this Agreement were spent for purposes not authorized by this Agreement, or were wrongfully retained by the Contractor, the Contractor shall repay the monies together with interest calculated pursuant to Sec. 55.03, of the Florida Statutes, running from the date the monies were paid by the County. 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 County 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 County and Contractor in conjunction with this contract and related to contract performance. The County 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 County may enforce the terms of this provision in the form of a court proceeding and shall, as a prevailing party, be entitled to reimbursement of all attorney's fees and costs associated with that proceeding. This provision shall survive any termination or expiration of the contract. The Contractor is encouraged to consult with its advisors about Florida Public Records Law in order to comply with this provision. Pursuant to F.S. 119.0701 and the terms and conditions of this contract, the c Contractor is required to: (1) Keep and maintain public records that would be required by the County to perform the service. (2) Upon receipt from the County's custodian of records, provide the County 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. (3) 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 County. (4) Upon completion of the contract, transfer, at no cost, to the County all public records in possession of the Contractor or keep and maintain public records that CONTRACT 11-21 Packet Pg. 3119 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual would be required by the County to perform the service. If the Contractor transfers all public records to the County 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 County, upon request from the County's custodian of records, in a format that is compatible with the information technology systems of the County. (5) A request to inspect or copy public records relating to a County contract must be made directly to the County, but if the County does not possess the requested records, the County shall immediately notify the Contractor of the request, and the Contractor must provide the records to the County or allow the records to be inspected or copied within a reasonable time. If the Contractor does not comply with the County's request for records, the County shall enforce the public records contract provisions in accordance with the contract, notwithstanding the County'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 County or pursuant to a valid public records request within a reasonable `V time may be subject to penalties under Section 119.10, Florida Statutes. Contractor shall not transfer custody, release, alter, destroy or otherwise dispose of any public records unless or otherwise provided in this provision or as otherwise provided by law. IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE c CUSTODIAN OF PUBLIC RECORDS, BRIAN BRADLEY, AT (305) 292-3470, BRADLEY-BRI ECOUNTY-FL.GOV, MONROE COUNTY ATTORNEY'S OFFICE, 1111 12th STREET, SUITE 408, KEY WEST, FL 33040. 10. HOLD HARMLESS AND INSURANCE: Notwithstanding any minimum insurance requirements prescribed elsewhere in this agreement, Contractor shall defend, indemnify and hold the County and the County's elected and appointed officers and employees harmless from and against (i) any claims, actions or causes of action, (ii) any litigation, administrative proceedings, appellate proceedings, or other proceedings relating to any type of injury (including death), loss, damage, fine, penalty or business interruption, and (iii) any costs or expenses (including, without limitation, costs of remediation and costs of additional security measures that the Federal Aviation Administration , the Transportation Security Administration or any other governmental agency requires by reason of, or in connection with a violation of any federal law or regulation, attorneys' fees and costs, court costs, fines and penalties) that may be CONTRACT 11-22 Packet Pg. 3120 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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 Airport during the term of this Agreement, (B) the negligence or willful misconduct of Contractor or any of its employees, agents, contractors or other invitees, or (C) Contractor's default in respect of any of the obligations that it undertakes under the terms of this Agreement, except to the extent the claims, actions, causes of action, litigation, proceedings, costs or expenses arise from the intentional or sole negligent acts or omissions of the County or any of its employees, agents, 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 insurance, the Contractor shall indemnify the County from any and all increased expenses resulting from such delay. The first ten ($10.00) of remuneration paid to the Contractor is for the `V indemnification provided for above. The extent of liability is in no way limited to, reduced, or lessened by the insurance requirements contained elsewhere within this agreement. CERTIFICATES OF INSURANCE. Original Certificates of Insurance shall be provided to the COUNTY 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 c provided to the COUNTY 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 COUNTY, 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. 10. NON-WAIVER OF IMMUNITY: Notwithstanding the provisions of Sec. 768.28, Florida Statutes, the participation of COUNTY 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 COUNTY be required to contain any provision for waiver. 11. NO PLEDGE OF CREDIT: CONTRACTOR shall not pledge the COUNTY'S CONTRACT 11-23 Packet Pg. 3121 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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. 12. 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 COUNTY: (FILL IN) Key West, Florida 33041 FOR CONTRACTOR: cv 13. 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 i event that any cause of action or administrative proceeding is instituted for the enforcement or interpretation of this Agreement, the COUNTY and CONTRACTOR agree that venue will lie in the appropriate court or before the appropriate administrative body in Monroe COUNTY, Florida. 14. MEDIATION: The COUNTY 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. 15. 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 COUNTY 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 CONTRACT 11-24 Packet Pg. 3122 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual provision. 16. ATTORNEY'S FEES AND COSTS: COUNTY 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. 17. ADJUDICATION OF DISPUTES OR DISAGREEMENTS: COUNTY and CONTRACTOR agree that all disputes and disagreements shall be attempted to be resolved by meet and confer sessions between representatives of each of CO NTY and CONTRACTOR. If no resolution can be agreed upon within 30 days after c 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 COUNTY 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. 18. 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, COUNTY 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. COUNTY and CONTRACTOR _ specifically agree that no party to this Agreement shall be required to enter into , any arbitration proceedings related to this Agreement. 19. BINDING EFFECT: The terms, covenants, conditions, and provisions of this Agreement shall bind and inure to the benefit of COUNTY and CONTRACTOR and their respective legal representatives, successors, and assigns. 20. 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. 21. 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 COUNTY, when performing their respective functions under this Agreement within the territorial limits of the COUNTY 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 COUNTY. 22. LEGAL OBLIGATIONS AND RESPONSIBILITIES: This Agreement is not intended to, nor shall it be construed as, relieving any participating entity from CONTRACT 11-25 Packet Pg. 3123 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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 COUNTY, except to the extent permitted by the Florida constitution, state statute, and case law. 23. 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 COUNTY and the CONTRACTOR agree that neither the COUNTY 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. 24. 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. 25. 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 COUNTY and E CONTRACTOR hereto may execute this Agreement by signing any such counterpart. CONTRACT 11-26 Packet Pg. 3124 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 26. NON-DISCRIMINATION: Contractor agrees that there will be no discrimination against any person, and it is expressly understood that upon a determination by a court of competent jurisdiction that discrimination has occurred, this Agreement automatically terminates without any further action on the part of any party, effective the date of the court order. Contractor agrees to comply with all Federal and Florida statutes, and all local ordinances, as applicable, relating to nondiscrimination. These include but are not limited to: 1) Title VI of the Civil Rights Act of 1964 (PL 88-352) which prohibits discrimination on the basis of race, color or national origin; 2) Title IX of the Education Amendment of 1972, as amended (20 USC ss. 1681-1683, and 1685- 1686), which prohibits discrimination on the basis of sex; 3) Section 504 of the Rehabilitation Act of 1973, as amended (20 USC s. 794), which prohibits discrimination on the basis of handicaps; 4) The Age Discrimination Act of 1975, as amended (42 USC ss. 6101-6107)which prohibits discrimination on the basis of age; 5) The Drug Abuse Office and Treatment Act of 1972 (PL 92-255), as amended, relating to nondiscrimination on the basis of drug abuse; 6) 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; 7) The Public Health Service Act of 1912, ss. 523 and 527 (42 USC ss. 690dd-3 and 290ee-3), as amended, relating to confidentiality of alcohol and drug abuse patient records; 8) Title VI I I of the Civil Rights Act of 1968 (42 USC s. et seq.), as amended, relating to nondiscrimination in the sale, rental or financing of housing; 9) The Americans with Disabilities Act of 1990 (42 USC s. 1201 Note), as maybe amended from time to time, relating to nondiscrimination on the basis of disability; 10) Monroe County Code Chapter 14, Article II, which prohibits discrimination on the basis of race, color, sex, religion, national origin, ancestry, sexual orientation, gender identity or expression, familial status or age; and 11) 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 CONTRACT 11-27 Packet Pg. 3125 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual IN WITNESS WHEREOF the parties hereto have executed this agreement on the day and date first above written in two (2) counterparts, each of which shall, without proof or accounting for the other counterpart, be deemed an original contract. (Contractor) (Monroe County Board of Commissioners) By: By: Title: Title: c President* WITNESS: WITNESS: NOTARIAL JURAT cv cv STATE OF: i COUNTY OF: Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ online notarization, on (date) by (name of affiant). He/She is personally known to me or has produced (type of identification) as identification. NOTARY PUBLIC *Who is authorized by the corporation to execute this contract. CONTRACT 11-28 Packet Pg. 3126 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 0 cv INTENTIONALLY LEFT BLANK c44 CD cv M cv i 0 U CONTRACT 11-29 Packet Pg. 3127 T.3.c` c cv GENERAL PROVISIONS N m N CD Packet Pg. 3128 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 0 cv INTENTIONALLY LEFT BLANK >- cv CD cv M cv i 0 U GENERAL PROVISIONS III-2 Packet Pg. 3129 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual D I V I S I O N I I I GENERAL PROVISIONS SECTION 10 DEFINITION OF TERMS III-5 SECTION 20 — PROPOSAL REQUIREMENTS AND CONDITIONS.......................................III-11 SECTION 30 —AWARD AND EXECUTION OF CONTRACT..................................................III-15 SECTION 40 — SCOPE OF WORK.............................................................................................III-17 SECTION 50 — CONTROL OF WORK.......................................................................................III-21 0 SECTION 60 — CONTROL OF MATERIALS.............................................................................III-29 SECTION 70 — LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC .....................III-33 SECTION 80 — PROSECUTION AND PROGRESS..................................................................III-47 W SECTION 90 — MEASUREMENT AND PAYMENT...................................................................III-55 cv cv SECTION 100 — CONTRACTOR QUALITY CONTROL PROGRAM.......................................III-63 SECTION 110— METHOD OF ESTIMATING PERCENTAGE OF MATERIALS WITHIN SPECIFICATION LIMITS (PWL) ............................................III-73 SECTION 120 — NUCLEAR GAUGES.......................................................................................III-81 SECTION 130 — SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION ..............III-83 0 SECTION 140 — GENERAL INSURANCE REQUIREMENTS FOR CONTRACTORS AND SUBCONTRACTORS III-85 SECTION 150 — DISADVANTAGED BUSINESS ENTERPRISE PROGRAM ........................III-96 SECTION 160 — CONSTRUCTION CONTRACT CLAUSES AIRPORT IMPROVEMENT PROGRAM...............................................................III-115 SECTION 170 — BUY AMERICAN PREFERENCES...............................................................III-142 GENERAL PROVISIONS III-3 Packet Pg. 3130 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 0 cv INTENTIONALLY LEFT BLANK >- cv CD cv M cv i 0 U GENERAL PROVISIONS III-4 Packet Pg. 3131 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual DIVISION III - GENERAL PROVISIONS S E C T I O N 1 0 DEFINITION OF TERMS Whenever the following terms are used in these specifications, in the Contract, in any documents or other instruments pertaining to construction where these specifications govern, the intent and meaning shall be interpreted as follows: 10-01 AASHTO. The American Association of State Highway and Transportation Officials, the successor association to AASHO. 0 10-02 ACCESS ROAD. The right-of-way, the roadway and all improvements constructed thereon connecting the airport to a public highway. cv 10-03 ADVERTISEMENT. A public announcement, as required by local law, inviting bids for work to be performed and materials to be furnished. �- 10-04 ADDENDUM. A modification of the plans or other Contract documents issued by the cV Owner or his designated representative and distributed to prospective bidders prior to the opening of the proposal. i 10-05 AIP. The Airport Improvement Program, a grant-in-aid program, administered by the Federal Aviation Administration. 10-06 ADVISORY CIRCULAR. A document issued by the FAA containing informational material and guidance, when referred to in the drawings (Plans) and Specifications, advisory circulars shall have the same force as supplemental Specifications. 10-07 AIR OPERATIONS AREA. For the purpose of these specifications, the term air operations area shall mean any area of the airport used or intended to be used for the landing, takeoff, or surface maneuvering of aircraft, and contiguous safety areas. An air operation area shall include such paved or unpaved areas that are used or intended to be used for the landing, takeoff, or surface maneuvering or aircraft, and contiguous safety areas that are used or intended to be used for the unobstructed movement of aircraft in addition to its associated runway, taxiway, or apron. 10-08 AIRPORT. Airport means an area of land or water which is used or intended to be used for the landing and takeoff of aircraft, and includes its buildings and facilities, if any. 10-09 ASTM. The American Society for Testing and Materials. 10-10 AWARD. The acceptance, by the owner, of the successful bidder's proposal. GENERAL PROVISIONS III-5 Packet Pg. 3132 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 10-11 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. 10-12 BIDDER. Any individual, partnership, firm, or corporation, acting directly or through a duly authorized representative, who submits a proposal for the work contemplated. 10-13 BUILDING AREA. An area on the airport to be used, considered, or intended to be used for airport buildings or other airport facilities or rights-of-way together with all airport buildings and facilities located thereon. 10-14 CALENDAR DAY. Every day shown on the calendar. 10-15 CERTIFICATES OF COMPLIANCES. Written statements by the manufacturer stating the material furnished is in conformance with the Specifications. 10-16 CHANGE ORDER. A written order to the Contractor covering changes in the plans, specifications, or proposal quantities and establishing the basis of payment and contract time adjustment, if any, for the work affected by such changes. The work, covered by a change order, shall be within the scope of the contract. �- 10-17 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. i 10-18 CONTRACT DOCUMENTS. The written agreement covering the work to be performed. The awarded Contract shall include, but is not limited to: the Invitation for Bids; the Bid Documents, the Contract form; the Proposal, the Schedule of Bid Items; the Proposal Bond; the Contract Bond, the Labor and Materials Bond; any required insurance certificates; the General and Special Provisions; the Technical Specifications; the Plans; any addenda issued to Bidders; and any Change Orders issued to the Contractor. 10-19 CONTRACT ITEM (PAY ITEM). A specific unit of work for which a price is provided in the contract. 10-20 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, the contract shall be completed by that date. GENERAL PROVISIONS III-6 Packet Pg. 3133 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 10-21 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. 10-22 DRAINAGE SYSTEM. The system of pipes, ditches, and structures by which surface or subsurface waters are collected and conducted from the airport area. 10-23 ENGINEER. The individual, partnership, firm, or corporation duly authorized by the owner(sponsor) to be responsible for engineering supervision of the contract work and acting directly or through an authorized representative. 10-24 EQUIPMENT. All machinery, together with the necessary supplies for upkeep and maintenance, and also all tools and apparatus necessary for the proper construction and acceptable completion of the work. 10-25 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 n, Engineer to be necessary to complete the work within the intended scope of the contract as previously modified. >- 10-26 FAA. The Federal Aviation Administration of the U.S. Department of cV Transportation. When used to designate a person, FAA shall mean the Administrator or his/her duly authorized representative. i 10-27 FDOT. The State of Florida Department of Transportation. 10-28 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. 0 10-29 INSPECTOR. An authorized representative of the Engineer 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. 10-30 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 Engineer is intended; and similarly, the words "approved," acceptable," "satisfactory," or words of like import, shall mean approved by, or acceptable to, or satisfactory to the Engineer, subject in each case to the final determination of the owner. Any reference to a specific requirement of a numbered paragraph of the contract specifications or a cited standard shall be interpreted to include all general requirements of the entire section, specification item, or cited standard that may be pertinent to such GENERAL PROVISIONS III-7 Packet Pg. 3134 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual specific reference. 10-31 LABORATORY. The official testing laboratories of the owner or such other laboratories as may be designated by the Engineer. 10-32 LIGHTING. A system of fixtures providing or controlling the light sources used on or near the airport or within the airport buildings. The field lighting includes all luminous signals, markers, floodlights, and illuminating devices used on or near the airport or to aid in the operation of aircraft landing at, taking off from, or taxiing on the airport surface. 10-33 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. 0 10-34 MATERIALS. Any substance specified for use in the construction of the contract work. 10-35 MIL SPECIFICATIONS. The Military Specifications and Standard, and indices thereto, that are prepared and issued by the Department of Defense. 10-36 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. cv 10-37 OWNER (SPONSOR). The term owner shall mean the party of the first part or the i contracting agency signatory to the contract. For Al contracts, the term sponsor shall have the same meaning as the term owner. 10-38 PAVEMENT. The combined surface course, base course, and sub base course, if any, considered as a single unit. 10-39 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. 10-40 PERFORMANCE BOND. The approved form of security furnished by the Contractor and his/her surety as a guaranty that the Contractor will complete the work in accordance with the terms of the contract. 10-41 PLANS. The official drawings or exact reproductions which show the location, character, dimensions and details of the airport and the work to be done and which are to be considered as a part of the contract, supplementary to the specifications. GENERAL PROVISIONS III-8 Packet Pg. 3135 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 10-42 PROJECT. The agreed scope of work for accomplishing specific airport development with respect to a particular airport. 10-43 PROPOSAL. The written offer of the bidder (when submitted on the approved proposal form) to perform the contemplated work and furnish the necessary materials in accordance with the provisions of the plans and specifications. 10-44 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. 10-45 RUNWAY. The area on the airport prepared for the landing and takeoff of aircraft. 10-46 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. cv 10-47 SPECIFICATIONS. A part of the contract containing the written directions and requirements for completing the contract work. Standards for specifying materials or >- testing which are cited in the contract specifications by reference shall have the same force and effect as if included in the contract physically. cv cv 10-48 SPONSOR. Shall mean the same as Owner. i 10-49 SUBCONTRACTOR. Any individual, partnership or corporation supplying the Contractor with labor, materials, and supplies, used directly or indirectly by the said Contractor or subcontractor in the prosecution of the work. 10-50 STRUCTURES. Airport facilities such as bridges; culverts; catch basins, inlets, retaining walls, cribbing; storm and sanitary sewer lines; water lines; underdrains; c electrical ducts, manholes, handholes, lighting fixtures and bases; transformers; flexible and rigid pavements; navigational aids; buildings; vaults; and, other manmade features of the airport that may be encountered in the work and not otherwise classified herein. 10-51 SUBGRADE. The soil which forms the pavement foundation. 10-52 SUPERINTENDENT. The Contractor's executive representative who is present on the work during progress, authorized to receive and fulfill instructions from the Engineer, and who shall supervise and direct the construction. 10-53 SUPPLEMENTAL AGREEMENT. A written agreement between the Contractor and E 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-9 Packet Pg. 3136 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 10-54 SURETY. The corporation, partnership, or individual, other than the Contractor, executing payment or performance bonds which are furnished to the owner by the Contractor. 10-55 TAXIWAY. For the purpose of this document, the term taxiway means the portion of the air operations area of an airport that has been designated by competent airport authority for movement of aircraft to and from the airport's runways or aircraft parking areas. 10-56 WORK. The furnishing of all labor, materials, tools, equipment, and incidentals necessary or convenient to the Contractor's performance of all duties and obligations imposed by the contract, plans, and specifications. 10-57 WORKING DAY. A working day shall be any day other than a legal holiday, Saturday, or Sunday on which the normal working forces of the Contractor may proceed with regular work for at least 6 hours toward completion of the contract. Unless work is suspended for causes beyond the Contractor's control, Saturdays, Sundays and holidays on which the Contractor's forces engage in regular work, requiring the presence of an n, inspector, will be considered as working days. END OF SECTION 10 cv cv i 0 GENERAL PROVISIONS III-10 Packet Pg. 3137 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual S E C T I O N 2 0 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 method for submitting sealed proposals; and instructions to bidders as to obtaining proposal forms, plans, and specifications. 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 i or report is submitted to the owner. Each bidder shall submit "evidence of competency" and "evidence of financial responsibility" to the owner at the time of the bid opening. 20-03 CONTENTS OF PROPOSAL FORMS. The owner shall furnish bidders with a c competitive solicitation packet. The plans specifications, and other documents designated in the competitive solicitation packet shall be considered a part of the competitive solicitation packet whether attached or not. GENERAL PROVISIONS III-11 Packet Pg. 3138 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 20-04 ISSUANCE OF PROPOSAL FORMS. The owner reserves the right to refuse to accept a bid proposal from a prospective bidder should such bidder be in default for any of the following reasons: A. Failure to comply with any prequalification regulations of the owner, if such regulations are cited, or otherwise included, in the proposal as a requirement for bidding. B. Failure to pay, or satisfactorily settle, all bills due for labor and materials on former contracts in force (with the owner) at the time the owner issues the , proposal to a prospective bidder. C. Contractor default under previous contracts with the owner. D. Unsatisfactory work on previous contracts with the owner. 20-05 INTERPRETATION OF ESTIMATED PROPOSAL QUANTITIES. An estimate of quantities of work to be done and materials to be furnished under these specifications is given in the proposal. It is the result of careful calculations and is believed to be correct. It is given only as a basis for comparison of proposals and the award of the contract. The owner does not expressly or by implication agree that the actual quantities involved will correspond exactly therewith; nor shall the bidder plead misunderstanding or deception because of such estimates of quantities, or of the character, location, or other conditions pertaining to the work. Payment to the Contractor will be made only for the `V actual quantities of work performed or materials furnished in accordance with the plans and i specifications. It is understood that the quantities may be increased or decreased as hereinafter provided in the subsection titled ALTERATION OF WORK AND QUANTITIES of Section 40 without in any way invalidating the unit bid prices. 20-06 EXAMINATION OF PLANS, SPECIFICATIONS, AND SITE. The bidder is expected to carefully examine the site of the proposed work, the proposal, plans c specifications, and contract forms. He shall satisfy himself as to the character, quality, and quantities of work to be performed, materials to be furnished, and as to the requirements of the proposed contract. The submission of a proposal shall be prima facie evidence that the bidder has made such examination and is satisfied as to the conditions to be v, encountered in performing the work and as to the requirements of the proposed contract, plans, and specifications. Boring logs and other records of subsurface investigations and tests are available for inspection of bidders. It is understood and agreed that such subsurface information, whether included in the plans, specifications, or otherwise made available to the bidder, was obtained and is intended for the owner's design and estimating purposes only. Such information E has been made available for the convenience of all bidders. It is further understood and agreed that each bidder is solely responsible for all assumptions, deductions, or conclusions which he may make or obtain from his/her examination of the boring logs and other records of subsurface investigations and tests that are furnished by the owner. 20-07 PREPARATION OF PROPOSAL. Bidder shall submit the bidders proposal in GENERAL PROVISIONS III-12 Packet Pg. 3139 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual electronic format (thumb drive) only. The bidder shall submit his/her proposal and include the forms provided in the competitive solicitation packet issued 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. cv B. If there are unauthorized additions, conditional or alternate pay items, or irregularities of any kind which make the proposal incomplete, indefinite, or i otherwise ambiguous. C. If the proposal does not contain a unit price for each pay item listed in the proposal, except in the case of authorized alternate pay items, for which the bidder is not required to furnish a unit price. 0 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. In addition, until the award of contract is made, the owner reserves the right to reject any irregular proposal and the right to waive irregularities, technicalities or omissions if such waiver is in the best interest of the owner and conforms to local laws and ordinances pertaining to the letting of construction contracts. 20-09 BID GUARANTEE. Each separate proposal shall be accompanied by a certified check, or other specified acceptable collateral, in the amount specified in the proposal form. Such check, or collateral, shall be made payable to the owner. GENERAL PROVISIONS III-13 Packet Pg. 3140 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 20-10 DELIVERY OF PROPOSAL. Each proposal submitted shall be submitted electronically in accordance with the instructions set forth in Section B, Article 17 Instruction 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. 20-12 PUBLIC OPENING OF PROPOSALS. Proposals shall be opened, and read, publicly at the time and place specified in the advertisement. Bidders, their authorized agents, and other interested persons are invited to appear. Proposals that have been withdrawn (by written or telegraphic request) or received after the time specified for opening bids shall be rejected. 20-13 DISQUALIFICATION OF BIDDERS. A bidder shall be considered disqualified for any of the following reasons: n, A. Submitting more than one proposal from the same partnership, firm, or >- corporation under the same or different name. !i° cv 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 i 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. 0 END OF SECTION 20 GENERAL PROVISIONS III-14 Packet Pg. 3141 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual S E C T I O N 3 0 AWARD AND EXECUTION OF CONTRACT 30-01 CONSIDERATION OF PROPOSALS. After the proposals are publicly opened and read, they will be compared on the basis of the summation of the products obtained by multiplying the estimated quantities shown in the proposal by the unit bid prices. If a bidder's proposal contains a discrepancy between unit bid prices written in words and unit bid prices written in numbers, the unit price written in words shall govern. Until the award of a contract is made, the owner reserves the right to reject a bidder's proposal for any of the following reasons: A. If the proposal is irregular as specified in the subsection titled IRREGULAR PROPOSALS of Section 20. B. If the bidder is disqualified for any of the reasons specified in the subsection titled DISQUALIFICATION OF BIDDERS of Section 20. 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 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 action s shall promote the owner's best interest. The owner also reserves the right to reject any and all bids at the owner's sole discretion, to , waive informalities in any or all bids, to re-advertise for bids; and to separately accept or reject any item or items of bid and to award and/or negotiate a contract in the best interest of the E County. 0 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 specified herein. Award of the contract shall be made by the owner to the lowest, qualified bidder whose proposal conforms to the cited requirements of the owner. 30-03 CANCELLATION OF AWARD. The owner reserves the right to cancel the award without liability to the bidder, except return of proposal guaranty, at any time before a contract has been fully executed by all parties and is approved by the owner in accordance with the subsection titled APPROVAL OF CONTRACT of this section. 30-04 RETURN OF PROPOSAL GUARANTY. All proposal guaranties, except those of the two lowest bidders, will be returned immediately after the owner has made a comparison of bids as hereinbefore specified in the subsection titled CONSIDERATION OF PROPOSALS of this section. Proposal guaranties of the two lowest bidders will be retained by the owner GENERAL PROVISIONS III-15 Packet Pg. 3142 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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 contracts bonds 0 cv cv cv cv i 0 GENERAL PROVISIONS III-16 Packet Pg. 3143 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual as specified in the subsection titled REQUIREMENTS OF CONTRACT BONDS of this section. 30-05 REQUIREMENTS OF CONTRACT BONDS.At the time of the execution of the contract, the successful bidder shall furnish the owner a surety bond or bonds which have been fully executed by the bidder and the surety guaranteeing the performance of the work and the payment of all legal debts that may be incurred by reason of the Contractor's performance of the work. 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. Upon Notice of Intent to Award by the County, the Contractor shall fully execute, scan and return via email an electronic copy and then sign and deliver all two (2) originals of the Contract Agreement to the Owner or Owner's designee, with all other Contract Documents attached, including an original Insurance Certificate, and a certified copy of the recorded Public Construction Bond as soon as possible. 30-07 APPROVAL OF CONTRACT. Upon receipt of the contract along with all other Contract Documents attached, including an original Insurance Certificate, and a certified copy of the recorded Public Construction Bond, the owner shall complete the execution of the contract in >- accordance with local laws or ordinances, and return the fully executed contract to the !i' Contractor. Delivery of the fully executed contract to the Contractor shall constitute the owner's cv approval to be bound by the successful bidder's proposal and the terms of the contract. cv 30-08 FAILURE TO EXECUTE CONTRACT. Failure of the successful bidder to i execute the contract and furnish an acceptable surety bond or bonds within the 15 calendar day period specified in the subsection titled REQUIREMENTS OF CONTRACT BONDS of this section shall be just cause for cancellation of the award and forfeiture of the proposal guaranty, not as a penalty, but as liquidation of damages to the owner. END OF SECTION 30 GENERAL PROVISIONS III-17 Packet Pg. 3144 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual S E C T I O N 4 0 SCOPE OF WORK 40-01 INTENT OF CONTRACT. The intent of the contract is to provide for construction and completion, in every detail, of the work described. It is further intended that the Contractor shall furnish all labor, materials, equipment, tools, transportation, and supplies required to complete the work in accordance with the plans, specifications, and terms of the contract. 40-02 ALTERATION OF WORK AND QUANTITIES. The owner reserves and shall have the right to make such alterations in the work as may be necessary or desirable to complete the work originally intended in an acceptable manner. Unless otherwise specified herein, the Engineer 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 Engineer. Change orders for altered work shall include extensions of contract time where, in the Engineer's opinion, such extensions are commensurate with the amount and difficulty of added work. i 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. c The Contractor is advised that all supplemental agreements shall be approved by the FAA and shall include valid wage determinations of the U.S. Secretary of Labor when the amount of the supplemental agreement exceeds $2,000. However, if the Contractor elects to waive the limitations on work that increases or decreases the originally awarded contract or any major contract item by more than 25 percent, the supplemental agreement shall be subject to the same U.S. Secretary of Labor wage determination as was included in the originally awarded contract. All supplemental agreements shall require consent of the Contractor's surety and separate performance and payment bonds. 40-03 OMITTED ITEMS. The Engineer 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. GENERAL PROVISIONS III-18 Packet Pg. 3145 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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. 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 Engineer's opinion, is necessary for completion of such extra work. When determined by the Engineer to be in the owner's best interest, he may order the Contractor to proceed with extra work by force account as provided in the subsection titled PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK of Section 90. cv 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. cv 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. It is the explicit intention of the contract that the safety of aircraft, as well as the Contractor's equipment and personnel, is the most important consideration. It is understood and agreed that the Contractor shall provide for the free and unobstructed movement of aircraft in the air operations areas of the airport with respect to his/her own operations and the operations of all his/her subcontractors as specified in the subsection titled LIMITATION OF OPERATIONS of Section 80. It is further , understood and agreed that the Contractor shall provide for the uninterrupted operation of visual and electronic signals (including power supplies thereto) used in the guidance of aircraft while operating to, from, and upon the airport as specified in the subsection titled y CONTRACTOR'S RESPONSIBILITY FOR UTILITY SERVICE AND FACILITIES OF OTHERS in Section 70. 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 to the operation of aircraft, fire-rescue equipment, or maintenance vehicles at the airport. 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 GENERAL PROVISIONS III-19 Packet Pg. 3146 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual to accommodate traffic. The Contractor shall furnish erect, and maintain barricades, warning signs, flagmen, and other traffic control devices in reasonable conformity with the manual of Uniform Traffic Control Devices for Streets and Highways (published by the United States Government Printing Office), unless otherwise specified herein. The Contractor shall also construct and maintain in a safe condition any temporary connections necessary for ingress to and egress from abutting property or intersecting roads, streets or highways. Unless otherwise specified herein, the Contractor will not be required to furnish snow removal for such existing road, street, or highway. The Contractor shall make his/her own estimate of all labor, materials, equipment, and incidentals necessary for providing the maintenance of aircraft and vehicular traffic as specified in this subsection. The cost of maintaining the aircraft and vehicular traffic specified in this subsection shall not be measured or paid for directly, but shall be included in the various contract items. c 40-06 REMOVAL OF EXISTING STRUCTURES. All existing structures encountered within the established lines, grades, or grading sections shall be removed by the n, Contractor, unless such existing structures are otherwise specified to be relocated, adjusted up or down, salvaged, abandoned in place, reused in the work or to remain in place. >- The cost of removing such existing structures shall not be measured or paid for directly, but shall be included in the various contract items. cv Should the Contractor encounter an existing structure (above or below ground) in the work for which the disposition is not indicated on the plans, the Engineer shall be notified prior to disturbing such structure. The disposition of existing structures so encountered shall be immediately determined by the Engineer in accordance with the provisions of the contract. Except as provided in the subsection titled RIGHTS IN AND USE OF MATERIALS FOUND IN THE WORK of this section, it is intended that all existing materials or structures that may be encountered (within the lines, grades, or grading sections established for completion of the work) shall be utilized in the work as otherwise , provided for in the contract and shall remain the property of the owner when so utilized in the work. 40-07 RIGHTS IN AND USE OF MATERIALS FOUND IN THE WORK. Should the Contractor encounter any material such as (but not restricted to) sand, stone, gravel, slag, or concrete slabs within the established lines, grades, or grading sections, the use of which is intended by the terms of the contract to be either embankment or waste, he may at his/her option either: A. Use such material in another contract item, providing such use is approved by the Engineer and is in conformance with the contract specifications applicable to such use; or, B. Remove such material from the site, upon written approval of the Engineer; or GENERAL PROVISIONS III-20 Packet Pg. 3147 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual C. Use such material for his/her own temporary construction on site; or, D. Use such material as intended by the terms of the contract. Should the Contractor wish to exercise option A., B., or C., he shall request the Engineer's approval in advance of such use. Should the Engineer approve the Contractor's request to exercise option A., B., or C., the Contractor shall be paid for the excavation or removal of such material at the applicable contract price. The Contractor shall replace, at his/her own expense, such removed or excavated material with an agreed equal volume of material that is acceptable for use in constructing embankment, backfills, or otherwise to the extent that such replacement material is needed to complete the contract work. The Contractor shall not be charged for his/her use of such material so used in the work or removed from the site. 0 Should the Engineer approve the Contractor's exercise of option A., the Contractor shall be paid, at the applicable contract price, for furnishing and installing such material in accordance with requirements of the contract item in which the material is used. n, It is understood and agreed that the Contractor shall make no claim for delays by >- reason of his/her exercise of option A., B., or C. !i° cv The Contractor shall not excavate, remove, or otherwise disturb any material, structure, or part of a structure which is located outside the lines, grades, or grading sections established for the `V work, except where such excavation or removal is provided for in the contract, plans, or i specifications. 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, and stumps or portions of trees. He shall cut all brush and woods within the limits indicated and shall leave the site in a neat and presentable condition. Material cleared from the site and deposited on adjacent property will not be considered as having been disposed of satisfactorily, unless the Contractor has obtained the written y permission of such property owner. END OF SECTION 40 GENERAL PROVISIONS III-21 Packet Pg. 3148 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual S E C T I O N 5 0 CONTROL OF WORK 50-01 AUTHORITY OF THE ENGINEER. The Engineer 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 decide all questions which may arise as to the interpretation of the specifications or plans relating to the work, the fulfillment of the contract on the part of the Contractor, and the rights of different Contractors on the project. The Engineer shall determine the amount and quality of the several kinds of work performed and materials furnished which are to be paid for under the contract. 50-02 CONFORMITY WITH PLANS AND SPECIFICATIONS. All work and all materials furnished shall be in reasonably close conformity with the lines, grades, grading sections, cross sections, dimensions, material requirements, and testing , requirements that are specified (including specified tolerances) in the contract, plans or specifications. If the Engineer 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 i Engineer 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 Engineer'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 Engineer finds the materials furnished, work performed, or the finished product are not in reasonably close conformity with the plans and specifications and have resulted in an unacceptable finished product, the affected work or materials shall be removed and replaced or otherwise corrected by and at the expense of the Contractor in accordance with the Engineer's written orders. For the purpose of this subsection, the term "reasonably close conformity" shall not be construed as waiving the Contractor's responsibility to complete the work in accordance with the contract, plans, and specifications. The term shall not be construed as waiving the Engineer's right to insist on strict compliance with the requirements of the contract, plans, and E specifications during the Contractor's prosecution of the work, when, in the Engineer's opinion, such compliance is essential to provide an acceptable finished portion of the work. GENERAL PROVISIONS III-22 Packet Pg. 3149 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual For the purpose of this subsection, the term "reasonably close conformity" is also intended to provide the Engineer with the authority to use good engineering 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 Engineer should advise the Sponsor if he accepts work that is not in "reasonably close conformity" to the Contract," Plans, Specifications. The Sponsor will in turn advise the FAA. Change orders or supplemental agreements must bear the written approval of the FAA. 50-03 COORDINATION OF CONTRACT, PLANS, AND SPECIFICATIONS. The contract, plans, specifications, and all referenced standards cited are essential parts of the contract requirements. A requirement occurring in one is as binding as though occurring in all. They are intended to be complementary and to describe and provide for a complete work. In case of discrepancy, calculated dimensions will govern over scaled dimensions; contract technical specifications shall govern over contract general provisions, plans, cited standards for materials or testing, and cited FAA advisory circulars; contract general provisions shall govern over plans, cited standards for materials or testing, and cited FAA advisory circulars; plans shall govern over cited standards for materials or testing and cited >- FAA advisory circulars. cv 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 Engineer 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 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 Engineer and his/her inspectors and with other contractors in every way possible. The Engineer shall allocate the work and designate the y sequence of construction in case of controversy between contractors. The Contractor shall have a competent superintendent on the work at all times who is fully authorized as his/her agent on the work. The superintendent shall be capable of reading and thoroughly understanding the plans and specifications and shall receive and fulfill instructions from the Engineer or his/her authorized representative. 50-05 COOPERATION BETWEEN CONTRACTORS. The owner reserves the right to contract for and perform other or additional work on or near the work covered by this contract. When separate contracts are let within the limits of any one project, each Contractor shall conduct his/her work so as not to interfere with or hinder the progress of completion of the work being performed by other Contractors. Contractors working on the same project shall cooperate with each other as directed. GENERAL PROVISIONS III-23 Packet Pg. 3150 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual Each Contractor involved shall assume all liability, financial or otherwise, in connection with his/her contract and shall protect and save harmless the owner from any and all damages or claims that may arise because of inconvenience, delays, or loss experienced by him because of the presence and operations of other Contractors working within the limits of the same project. 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. 50-06 CONSTRUCTION LAYOUT AND STAKES. The Engineer shall establish horizontal and vertical control only. The Contractor must establish all layout required for the construction of the work. Such stakes and markings as the Engineer may set for either his/her own or the Contractor's guidance shall be preserved by the Contractor. In case of negligence on the part of the Contractor, or his/her employees, resulting in the destruction of such stakes or markings, an amount equal to the cost of replacing the same may be deducted from subsequent estimates due the Contractor at the discretion of the Engineer. 50-07 AUTOMATICALLY CONTROLLED EQUIPMENT. Whenever batching or mixing plant equipment is required to be operated automatically under the contract and a breakdown or malfunction of the automatic controls occurs, the equipment may be operated manually `V or by other methods for a period 48 hours following the breakdown or malfunction, provided this method of operations will produce results which conform to all other requirements of the contract. 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 c plans and specifications or to act as foreman for the Contractor. Inspectors employed by the owner are authorized to notify the Contractor or his/her representatives of any failure of the work or materials to conform to the requirements of the contract, plans, or specifications and to reject such nonconforming materials in question until such issues can be referred to the Engineer 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 Engineer. The Engineer 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 Engineer 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 GENERAL PROVISIONS III-24 Packet Pg. 3151 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual uncovering, or removing, and the replacing of the covering or making good of the parts removed will be paid for as extra work; but should the work so exposed or examined prove unacceptable, the uncovering, or removing, and the replacing of the covering or making good of the parts removed will be at the Contractor's expense. Any work done or materials used without supervision or inspection by an authorized representative of the owner may be ordered removed and replaced at the Contractor's expense unless the owner's representative failed to inspect after having been given reasonable notice in writing that the work was to be performed. Should the contract work include relocation, adjustment, or any other modification to existing facilities, not the property of the (contract) owner, authorized representatives of the owners of such facilities shall have the right to inspect such work. Such inspection shall in no sense make any facility owner a party to the contract, and shall in no way interfere with the rights of the parties to this contract. 50-10 REMOVAL OF UNACCEPTABLE AND UNAUTHORIZED WORK. All work which does not conform to the requirements of the contract, plans, and specifications will n, be considered unacceptable, unless otherwise determined acceptable by the Engineer as provided in the subsection titled CONFORMITY WITH PLANS AND SPECIFICATIONS of >- this section. cv 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 Engineer, work done beyond the lines shown on the plans or as given, except as herein specified, or any extra work done without authority, will be considered as unauthorized and will not be paid for under the provisions of the contract. Work so done may be ordered removed or replaced at the , Contractor's expense. Upon failure on the part of the Contractor to comply forthwith with any order of the y Engineer made under the provisions of this subsection, the Engineer 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 (incurred by the owner) from any monies due or to become due the Contractor. 50-11 LOAD RESTRICTIONS. The Contractor shall comply with all legal load restrictions in the hauling of materials on public roads beyond the limits of the work. A special permit will not relieve the Contractor of liability for damage which may result from the moving of material or equipment. The operation of equipment of such weight or so loaded as to cause damage to structures or to any other type of construction will not be permitted. Hauling of materials over the base course or surface course under construction shall be limited as directed. No loads GENERAL PROVISIONS III-25 Packet Pg. 3152 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual will be permitted on a concrete pavement, base, or structure before the expiration of the curing period. The Contractor shall be responsible for all damage done by his/her hauling equipment and shall correct such damage at his/her own expense. 50-12 MAINTENANCE DURING CONSTRUCTION. The Contractor shall maintain the work during construction and until the work is accepted. This maintenance shall constitute continuous and effective work prosecuted day by day, with adequate equipment and forces so that the work is maintained in satisfactory condition at all times. In the case of a contract for the placing of a course upon a course or subgrade previously constructed, the Contractor shall maintain the previous course or subgrade during all construction operations. All costs of maintenance work during construction and before the project is accepted shall be included in the unit prices bid on the various contract items, and the Contractor will not be paid an additional amount for such work. 50-13 FAILURE TO MAINTAIN THE WORK. Should the Contractor at any time fail to maintain n, the work as provided in the subsection titled MAINTENANCE DURING CONSTRUCTION of this section, the Engineer 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. cv Should the Contractor fail to respond to the Engineer's notification, the Engineer may suspend any work necessary for the owner to correct such unsatisfactory maintenance condition, depending on the exigency that exists. Any maintenance cost incurred by the owner, shall be deducted from monies due or to become due the Contractor. 50-14 PARTIAL ACCEPTANCE. If at any time during the prosecution of the project the Contractor substantially completes a usable unit or portion of the work, the occupancy of which will benefit the owner, he may request the Engineer to make final , inspection of that unit. If the Engineer finds upon inspection that the unit has been satisfactorily completed in compliance with the contract, he may accept it as being completed, and the Contractor may be relieved of further responsibility for that unit. Such partial acceptance y and beneficial occupancy by the 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 Engineer and 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 Engineer 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 Engineer 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 GENERAL PROVISIONS III-26 Packet Pg. 3153 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual the final inspection, provided the work has been satisfactorily completed. In such event, the Engineer will make the final acceptance and notify the Contractor in writing of this acceptance as of the date of final inspection. 50-16 CLAIMS FOR ADJUSTMENT AND DISPUTES. If for any reason the Contractor deems that additional compensation is due him for work or materials not clearly provided for in the contract, plans, or specifications or previously authorized as extra work, he shall notify the Engineer in writing of his/her intention to claim such additional compensation before he begins the work on which he bases the claim. If such notification is not given or the Engineer 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 Engineer 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 c written claim to the Engineer who will present it to the owner for consideration in accordance with local laws or ordinances. cv Nothing in this subsection shall be construed as a waiver of the Contractor's right to dispute final payment based on differences in measurements or computations. 50-17 WARRANTY AND GUARANTEE. The Contractor warrants to the Owner that all materials furnished under this Contract shall be new unless specified and free of defects and in conformance with Contract requirements. Any work not so conforming to these standards may be considered defective. If, within one year after the date of final acceptance of the work, or within such longer period of time as may be prescribed by law or by the terms of any applicable special guarantee required by the Contract, any of the work is found to be defective or not in accordance with Contract requirements, the Contractor shall correct it promptly after receipt of written notice from the Owner to do so. The obligations of the Contractor in this paragraph titled WARRANTY AND GUARANTEE shall be in addition to and not in limitation of any obligations imposed upon him by special guarantees required by the Contract or otherwise prescribed by law. y 50-18 CONTRACT CLOSE-OUT. Subsequent to the final acceptance of this project by the Engineer, the following requirements must be satisfied by the Contractor before final payment can be made: 1. The Contractor must publicly advertise the NOTICE OF COMPLETION furnished by the Engineer a minimum of once a week for four consecutive weeks. 2. The Contractor must execute copies of CONTRACTOR'S AFFIDAVIT OF PAYMENT OF CLAIMS AND DEBTS. 3. The Contractor must have his Surety execute copies of CONSENT OF SURETY TO FINAL PAYMENT. GENERAL PROVISIONS III-27 Packet Pg. 3154 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 4. The Contractor must furnish a letter on his letterhead acknowledging that acceptance of final payment by the Contractor constitutes a waiver of all claims, present or future, in connection with this project. 5. 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. 6. If any purchase items have been incorporated in the work, the Contractor must furnish a letter on his letterhead assigning those warranties to the OWNER. Copies of , said warranties shall be bound in one binder and submitted along with the letter assignment. 7. In addition to the above, the Contractor shall provide all documents required in Special Provision No. 1, Section 25. 50-19 CONCEALED CONDITIONS. Should conditions be encountered below the , surface of the ground or should concealed or unknown conditions in an existing structure vary to an unreasonable extent from the conditions indicated by the drawings and Specifications, the Engineer 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 Engineer shall be responsible for making the determination of water table variations prior to bidding and shall not assume i 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 Engineer for review of record information thereon each month prior to approval of monthly application for payment, and shall be delivered to him for the Owner upon completion of the Project. Record information shall include but not be limited to record dimensions, finished pavement grades, finished elevation of structures, record inverts, etc. The Contractor shall, without additional cost, furnish to the Owner three (3) complete sets of all maintenance manuals, parts lists, and operating instructions covering materials, equipment and installations having moving parts. It is mandatory that all of the aforesaid be delivered at the same time and with the materials, equipment, and installations, so that proper installation and operation can be promptly made. 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. GENERAL PROVISIONS III-28 Packet Pg. 3155 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual END OF SECTION 50 0 cv cv CD cv Cn cv CD 0 Ch U GENERAL PROVISIONS III-29 Packet Pg. 3156 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual S E C T I O N 6 0 CONTROL OF MATERIALS 60-01 SOURCE OF SUPPLY AND QUALITY REQUIREMENTS. The materials used on the work shall conform to the requirements of the contract, plans, and specifications. Unless otherwise specified, such materials that are manufactured or processed shall be new (as compared to used or reprocessed). In order to expedite the inspection and testing of materials, the Contractor shall furnish complete statements to the Engineer 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. Z At the Engineer's option, materials may be approved at the source of supply before delivery is stated. 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. , cv The Contractor shall furnish airport lighting equipment that conforms to the requirements of cited materials specifications. In addition, where an FAA specification for airport lighting equipment is cited in the plans or specifications, the Contractor shall furnish such equipment that is: cv cv A. Listed in FAA Advisory Circular (AC) 150/5345-1, Approved Airport Equipment, that is in effect on the date of advertisement; and, B. Produced by the manufacturer qualified (by FAA) to produce such specified and listed equipment. The following airport lighting equipment is required for this contract and is to be furnished by the Contractor in accordance with the requirements of this subsection: N/A EQUIPMENT NAME CITED FAA SPECIFICATIONS EFFECTIVE FAA AC OR APPROVAL LETTER FOR EQUIPMENT AND MANUFACTURER 60-02 SAMPLES, TESTS, AND CITED SPECIFICATIONS. All materials used in the work shall be inspected, tested, and approved by the Engineer before incorporation in the work. Any work in which untested materials are used without approval or written permission of the Engineer 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 Engineer, shall be removed at the Contractor's expense. Unless otherwise designated, tests in accordance with the cited standard methods of AASHTO or ASTM which are current on the date of advertisement for bids will be made by and at the expense of the GENERAL PROVISIONS III-30 Packet Pg. 3157 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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 Engineer may permit the use, prior to sampling and testing, of certain materials or assemblies when accompanied by manufacturer's certificates of compliance stating that such materials or assemblies fully comply with the requirements of the contract. The certificate shall be signed by the manufacturer. Each lot of such materials or assemblies delivered to the work must be accompanied by a certificate of compliance in which the lot is clearly identified. Materials or assemblies used on the basis of certificates of compliance may be sampled and tested at any time and if found not to be in conformity with contract requirements will be subject to rejection whether in place or not. The form and distribution of certificates of compliance shall be as approved by the Engineer. 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 cV to the work. Such certificate of compliance shall clearly identify each lot delivered and shall certify as to: i 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 shall furnish the manufacturer's certificates of compliance as hereinbefore described for the specified brand name material or assembly. However, the Engineer shall be the sole judge as to whether the proposed "or equal" is suitable for use in the work. The Engineer reserves the right to refuse permission for use of materials or assemblies on the basis of certificates of compliance. 60-04 PLANT INSPECTION. The Engineer 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 Engineer conduct plant inspections, the following conditions shall exist: GENERAL PROVISIONS III-31 Packet Pg. 3158 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual A. The Engineer shall have the cooperation and assistance of the Contractor and the producer with whom he has contracted for materials. B. The Engineer 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 Engineer, 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 Engineer shall have the right to reject only material which, when retested, does not meet the requirements of the contract, plans, or specifications. 60-05 REVIEW AND ACCEPTANCE OF MATERIALS. The Contractor shall furnish to the Engineer for review, all Contractor's, subcontractor's and manufacturer's drawings, which shall be deemed to include shop material lists and performance data, which may be >- required by the Specifications, requested by the Engineer or otherwise necessary for the proper execution of the work. At the time of each submission, the Contractor shall in writing call the Engineer's attention to any deviations that the shop drawings may have from the requirements of the Contract documents. i 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 Engineer. The Engineer's review of shop drawings or samples will not relieve the Contractor from his responsibility for any deviations from the requirements of the Contract documents unless the Contractor has in writing called for the Engineer's attention to such deviations at the time of submission and the Engineer has given written comments on the specific deviation, nor will it a, relieve the Contractor from errors or omissions in the shop drawings. y 60-06 ENGINEER'S FIELD OFFICE AND LABORATORY. The Contractor shall furnish for the duration of the project one building for the use of the field Engineers and 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). 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 GENERAL PROVISIONS III-32 Packet Pg. 3159 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual materials with the Engineer. Materials to be stored on airport property shall not create an obstruction to air navigation nor shall they interfere with the free and unobstructed movement of aircraft. 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 Engineer. Private property shall not be used for storage purposes without written permission of 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 Engineer a copy of the property owner's permission. All storage sites on private or airport 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. 60-08 UNACCEPTABLE MATERIALS. Any material or assembly that does not conform to the requirements of the contract, plans, or specifications shall be considered c unacceptable and shall be rejected. The Contractor shall remove any rejected material or assembly from the site of the work, unless otherwise instructed by the Engineer. cv Rejected material or assembly, the defects of which have been corrected by the Contractor, shall not be returned to the site of the work until such time as the Engineer has >_ approved its use in the work. Per Section 255.04, Florida Statutes, the use of asbestos or asbestos-based fiber materials is prohibited in any buildings, construction of which is commenced after September 30, 1983, which is financed with public funds or is constructed for the express purpose of being leased to any governmental entity. i 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. 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 y shall be responsible for any demurrage, damage, loss, or other deficiencies which may occur during the Contractor's handling, storage, or use of such owner-furnished material. The owner will deduct from any monies due or to become due the Contractor any cost incurred by the owner in making good such loss due to the Contractor's handling, storage, or use of owner-furnished materials. END OF SECTION 60 GENERAL PROVISIONS III-33 Packet Pg. 3160 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual S E C T I O N 7 0 LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC 70-01 LAWS TO BE OBSERVED. The Contractor shall keep fully informed of all Federal and state laws, all local laws, ordinances, and regulations and all orders and decrees of bodies or tribunals having any jurisdiction or authority, which in any manner affect those engaged or employed on the work, or which in any way affect the conduct of the work. He shall at all times observe and comply with all such laws, ordinances, regulations, orders, and decrees; and shall protect and indemnify the owner and all his/her officers, agents, or servants against any claim or liability arising from or based on the violation of any such law, ordinance, regulation, order, or decree, whether by himself or his/her employees. Z 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. , cv 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 shall provide for such use by suitable legal agreement with the patentee or owner. The Contractor and the surety shall indemnify and save harmless the owner, any third party, or political subdivision from any and all claims for infringement by reason of the use of any such patented design, device, material or process, or any trademark or copyright, and shall indemnify the owner for any costs, expenses, and damages which it may be obliged to pay by reason of an infringement, at any time during the prosecution or after the completion of the work. 70-04 RESTORATION OF SURFACES DISTURBED BY OTHERS. The owner reserves the right to authorize the construction, reconstruction, or maintenance of any public or private utility service, FAA or National Oceanic and Atmospheric c Administration (NOAA) facility, or a utility service of another government agency at any time during the progress of the work. To the extent that such construction, reconstruction, or maintenance has been coordinated with the owner, such authorized work (by others) is indicated as follows: N/A (Leiner (Utility or Other FaGility) I OGatinn (Qoo RaA 211oo4 NO.) 4n G—GRtaGt (Alamo0 Title Address and- Dhnno\0 Except as listed above, the Contractor shall not permit any individual, firm, or corporation to excavate or otherwise disturb such utility services or facilities located within the limits of the work without the written permission of the Engineer. Should the owner of public or private utility service, FAA, or NOAA facility, or a utility GENERAL PROVISIONS III-34 Packet Pg. 3161 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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 Engineer, the Contractor shall make all necessary repairs to the work which are due to such authorized work by others, unless otherwise provided for in the contract, plans, or specifications. It is understood and agreed that the Contractor shall not be entitled to make any claim for damages due to such authorized work by others or for any delay to the work resulting from such authorized work. 70-05 FEDERAL AID PARTICIPATION. For AIP contracts, the United States Government has agreed to reimburse the owner for some portion of the contract costs. Such reimbursement is made from time to time upon the owner's (sponsor's) request to the FAA. In consideration of the United Sates Government's (FAA's) agreement with the owner, the owner has included provisions in this contract pursuant to the requirements of the Airport Improvement Act of 1982, as amended by the Airport and Airway Safety and Capacity Expansion Act of 1987, and the Rules and Regulations of the FAA that pertain to the work. cv As required by the Act, the contract work is subject to the inspection and approval of duly authorized representatives of the Administrator, FAA, and is further subject to those >- provisions of the rules and regulations that are cited in the contract, plans, or specifications. cv No requirement of the Act, the rules and regulations implementing the Act, or this contract shall be construed as making the Federal Government a party to the contract nor will any such requirement interfere, in any way, with the rights of either party to the contract. 70-06 SANITARY, HEALTH, AND SAFETY PROVISIONS. The Contractor shall provide and maintain in a neat, sanitary condition such accommodations for the use of his/her employees as may be necessary to comply with the requirements of the state and local Board of Health, or of other bodies or tribunals having jurisdiction. 0 Attention is directed to Federal, state, and local laws, rules and regulations concerning construction safety and health standards. The Contractor shall not require any worker to work in surroundings or under conditions which are unsanitary, hazardous, or dangerous to his/her health or safety. 70-07 PUBLIC CONVENIENCE AND SAFETY. The Contractor shall control his/her operations and those of his/her subcontractors and all suppliers, to assure the least inconvenience to the traveling public. Under all circumstances, safety shall be the most important consideration. The Contractor shall maintain the free and unobstructed movement of aircraft and GENERAL PROVISIONS III-35 Packet Pg. 3162 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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 traveling public as specified in the subsection titled LIMITATION OF OPERATIONS of Section 80 hereinafter. 70-08 BARRICADES, WARNING SIGNS, AND HAZARD MARKINGS. The Contractor shall furnish, erect, and maintain all barricades, warning signs, and markings for hazards necessary to protect the public and the work. When used during periods of darkness, such barricades, warning signs, and hazard markings shall be suitably illuminated. For vehicular and pedestrian traffic, the Contractor shall furnish, erect, and maintain barricades, warning signs, lights and other traffic control devices in reasonable conformity with the Manual of Uniform Traffic Control Devices for Streets and Highways (published by the United States Government Printing Office). When the work requires closing an air operations area of the airport or portion of such n, area, the Contractor shall furnish, erect, and maintain temporary markings and associated lighting conforming to the requirements of AC 150/5340-1, Standards >- for Airport Markings. cv The Contractor shall furnish, erect, and maintain markings and associated lighting of open trenches, excavations, temporary stockpiles, and his/her parked construction equipment that may be hazardous to the operation of emergency fire-rescue i or maintenance vehicles on the airport in reasonable conformance to AC 150/5370-2, Operational Safety on Airports During Construction. The Contractor shall identify each motorized vehicle or piece of construction equipment in reasonable conformance to AC 150/5370-2. 0 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 Engineer. Open-flame type lights shall not be permitted within the air operations areas of the airport. 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. GENERAL PROVISIONS III-36 Packet Pg. 3163 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual The Contractor shall not use runways, taxiways or other paved areas on the air operations portions of the airport for access to and from the job site unless authorized by the Owner. No equipment or vehicles will be allowed on the air operations portions of the airport except as authorized by the Owner. Any runways, taxiways or other paved areas damaged by the Contractor's vehicles or equipment shall be repaired by the Contractor at no cost to the Owner. From time to time when required, the Contractor shall move Contractor's vehicles or equipment and men from along the edge of the runway/taxiway/apron to allow aircraft operations on the pavement. 70-10 USE OF EXPLOSIVES. When the use of explosives is necessary for the prosecution of the work, the Contractor shall exercise the utmost care not to endanger life or property, including new work. The Contractor shall be responsible for all damage resulting from the use of explosives. All explosives shall be stored in a secure manner in compliance with all laws and n, ordinances, and all such storage places shall be clearly marked. Where no local laws or ordinances apply, storage shall be provided satisfactory to the Engineer and, >- in general, not closer than 1,000 feet (300 m) from the work or from any building, road, -- or other place of human occupancy. cv The Contractor shall notify each property owner and public utility company having structures or facilities in proximity to the site of the work of his/her intention to use i explosives. Such notice shall be given sufficiently in advance to enable them to take such steps as they may deem necessary to protect their property from injury. The use of electrical blasting caps shall not be permitted on or within 1,000 feet (300 m) of the airport property. 6 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 Engineer has witnessed or otherwise referenced their location and shall not move them until directed. The Contractor shall be responsible for all damage or injury to property of any character, during the prosecution of the work, resulting from any act, omission, neglect, or misconduct in his/her manner or method of executing the work, or at any time due to defective work or materials, and said responsibility will not be released until the project shall have been completed and accepted. E 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 shall restore, at his/her own expense, such property to a condition similar or equal to that existing before such damage or injury was done, by repairing, or otherwise restoring as GENERAL PROVISIONS III-37 Packet Pg. 3164 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual may be directed, or he shall make good such damage or injury in an acceptable manner. 70-12 RESPONSIBILITY FOR DAMAGE CLAIMS. The Contractor shall indemnify and save harmless the Engineer 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 c suit or suits, action or actions, claim or claims for injuries or damages as aforesaid shall have been settled and suitable evidence to that effect furnished to the owner, except that money due the Contractor will not be withheld when the Contractor produces satisfactory evidence that he is adequately protected by public liability and property damage insurance. 70-13 THIRD PARTY BENEFICIARY CLAUSE. It is specifically agreed between the parties !i, executing the contract that it is not intended by any of the provisions of any part of the contract to create in the public or any member thereof a third party beneficiary or to authorize anyone not a party to the contract to maintain a suit for personal injuries or property damage pursuant to the terms or provisions of the contract. i 70-14 OPENING SECTIONS OF THE WORK TO TRAFFIC. Should it be necessary for _ the Contractor to complete portions of the contract work for the beneficial occupancy of the , owner prior to completion of the entire contract, such "phasing" of the work shall be specified herein and indicated on the plans. When so specified, the Contractor shall complete such E portions of the work on or before the date specified or as otherwise specified. The Contractor shall make his/her own estimate of the difficulties involved in arranging his/her work to permit such beneficial occupancy by the owner as described below: N/A Phase or Description Required Date or Sequence of Owner's Beneficial Occupancy Work Shown on Plan Sheet Upon completion of any portion of the work listed above, such portion shall be accepted by the owner in accordance with the subsection titled PARTIAL ACCEPTANCE of Section 50. No portion of the work may be opened by the Contractor for public use until ordered by the Engineer in writing. Should it become necessary to open a portion of the work to public traffic on a temporary or intermittent basis, such openings shall be made when, in the opinion of the Engineer, 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 GENERAL PROVISIONS III-38 Packet Pg. 3165 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual attributable to traffic which is permitted by the owner shall be repaired by the Contractor at his/her expense. The Contractor shall make his/her own estimate of the inherent difficulties involved in completing the work under the conditions herein described and shall not claim any added compensation by reason of delay or increased cost due to opening a portion of the contract work. 70-15 CONTRACTOR'S RESPONSIBILITY FOR WORK. Until the Engineer'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 c of the work occasioned by any of the above causes before final acceptance and shall bear the expense. N If the work is suspended for any cause whatsoever, the Contractor shall be responsible for the work and shall take such precautions necessary to prevent damage to the work. The >_ Contractor shall provide for normal drainage and shall erect necessary temporary structures, signs, or other facilities at his/her expense. During such period of suspension of work, the Contractor shall properly and continuously maintain in an acceptable growing condition all living material in newly established planting, seeding, and sodding furnished under his/her contract, and shall take adequate precautions to protect new tree growth and other important vegetative growth against injury. 70-16 CONTRACTOR'S RESPONSIBILITY FOR UTILITY SERVICE AND FACILITIES OF OTHERS. As provided in the subsection titled RESTORATION OF SURFACES DISTURBED BY OTHERS of this section, the Contractor shall cooperate with the owner of any public or private utility service, FAA or NOAA, or a utility service of another government agency that may be authorized by the owner to construct, reconstruct or maintain such utility services or , facilities during the progress of the work. In addition, the Contractor shall control his/her operations to prevent the unscheduled interruption of such utility services and facilities. To the extent that such public or private utility services, FAA, or NOAA facilities, or utility services of another governmental agency are known to exist within the limits of the contract work, the approximate locations have been indicated on the plans and the owners are indicated as follows: N/A Utility Service or Facility Person to Contact (Name, Title, Address, & Phone) Owner's Emergency Contact (Phone) It is understood and agreed that the owner 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 GENERAL PROVISIONS III-39 Packet Pg. 3166 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual such existing features from damage or unscheduled interruption of service. It is further understood and agreed that the Contractor shall, upon execution of the contract, notify the owners of all utility services or other facilities of his/her plan of operations. Such notification shall be in writing addressed to THE PERSON TO CONTACT as provided hereinbefore in this subsection and the subsection titled RESTORATION OF SURFACES DISTURBED BY OTHERS of this section. A copy of each notification shall be given to the Engineer. In addition to the general written notification hereinbefore provided, it shall be the responsibility of the Contractor to keep such individual owners advised of changes in his/her plan of operations that would affect such owners. Prior to commencing the work in the general vicinity of an existing utility service or facility, the Contractor shall again notify each such owner of his/her plan of operation. If, in the Contractor's opinion, the owner's assistance is needed to locate the utility service or facility or the presence of a representative of the owner is desirable to observe the work, such advice should be included in the notification. Such notification shall be given by n, 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 Engineer. cv The Contractor's failure to give the two day's notice hereinabove provided shall be cause for the Engineer to suspend the Contractor's operations in the general vicinity of a utility service or facility. Where the outside limits of an underground utility service have been located and staked on the ground, the Contractor shall be required to use excavation methods acceptable to the Engineer 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 Engineer and shall take all reasonable measures to prevent further damage or interruption of service. y The Contractor, in such events, shall cooperate with the utility service or facility owner and the Engineer continuously until such damage has been repaired and service restored to the satisfaction of the utility or facility owner. The Contractor shall bear all costs of damage and restoration of service to any utility service or facility due to his/her operations whether or not due to negligence or accident. The contract owner reserves the right to deduct such costs from any monies due or which may become due the Contractor, or his/her surety. 70-17 FURNISHING RIGHTS-OF-WAY. The owner will be responsible for furnishing all rights-of-way upon which the work is to be constructed in advance of the Contractor's operations. GENERAL PROVISIONS III-40 Packet Pg. 3167 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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 Engineer, his/her authorized representatives, or any officials of the owner either personally or as an official of the owner. It is understood that in such matters they act solely as agents and representatives of the owner. 70-19 NO WAIVER OF LEGAL RIGHTS. Upon completion of the work, the owner will expeditiously make final inspection and notify the Contractor of final acceptance. Such final acceptance, however, shall not preclude or stop the owner from correcting any measurement, estimate, or certificate made before or after completion of the work, nor shall the owner be precluded or stopped from recovering from the Contractor or his/her surety, or both, such overpayment as may be sustained, or by failure on the part of the Contractor to fulfill his/her obligations under the contract. A waiver on the part of the owner of any breach of any part of the contract shall not be held to be a waiver of any other or subsequent breach. The Contractor, without prejudice to the terms of the contract, shall be liable to the owner for latent defects, fraud, or such gross mistakes as may amount to fraud, or as regards the owner's rights under any warranty or guaranty. 70-20 ENVIRONMENTAL PROTECTION. The Contractor shall comply with all �-- Federal, state, and local laws and regulations controlling pollution of the environment. He shall take necessary precautions to prevent pollution of streams, lakes, ponds, and reservoirs with fuels, oils, bitumen, chemicals, or other harmful materials and to prevent pollution of the atmosphere from particulate and gaseous matter. In the event of conflict between Federal, State or local laws, codes, ordinances, rules and _ regulations concerning pollution control, the most restrictive applicable ones shall apply. The , Contractor shall pay special attention to the pollution control requirements of the several specifications. Work items which may cause excessive pollution and shall be closely E controlled by the Contractor are: GENERAL PROVISIONS III-41 Packet Pg. 3168 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual (a) Clearing, grubbing, burning or other disposal. (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. (g) Seeding, fertilizing, mulching and use of herbicides or insecticides. (h) Contractor's own housekeeping items; haul roads; sanitary facilities; water supply; equipment fueling, servicing and cleaning; job clean up and disposal. When the Contractor submits his tentative progress schedule in accordance with PROSECUTION and PROGRESS, Section 80, he shall also submit for acceptance of the Engineer, 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 Engineer. 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. (1) Control of Water Pollution and Siltation. a. All work of water pollution and siltation control is subject to inspection by the , local and/or state government enforcing agent. b. 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. Construction operations shall be conducted in such manner as to reduce erosion to the practicable minimum and to prevent damaging siltation of watercourses, streams, lakes or reservoirs. The surface area or erodible land, either on or off the airport site, exposed to the elements by clearing, grubbing or grading operations, including gravel pits, waste or disposal areas and haul roads, at any one time, for this Contract, shall be subject to approval of the Engineer and the duration of such exposure prior to final trimming and finishing of the areas shall have full authority to order the suspension of grading and other operations pending adequate and proper performance of trimming, finishing and maintenance work or to restrict the area of erodible land exposed to the elements. GENERAL PROVISIONS III-42 Packet Pg. 3169 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual d. 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. e. Where called for on the Plans, a stilling basin shall be constructed to prevent siltation in the stream from construction operations. f. 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 Engineer. g. The Contractor shall conduct his work in such manner as to prevent the entry of fuels, oils, bituminous materials, chemicals, sewage or other harmful materials into streams, rivers, lakes or reservoirs. h. Water from aggregate washing or other operations containing sediment shall be treated by filtration, by use of a settling basin or other means to reduce the sediment content to a level acceptable to the local and/or state governmental enforcing agent. N i. 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. j. 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 E 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. k. Permanent and temporary erosion control work that is damaged due to the Contractor's operations or where the work required is attributed to the Contractor's negligence, carelessness or failure to install permanent controls at the proper time, shall be repaired at the Contractor's expense. (2) Open Burning of Combustible Wastes. a. The Contractor shall obtain a burning permit from local authorities, where applicable, prior to any burning. b. All burning shall conform to the conditions of the permit, except that the conditions herein shall apply if they are more restrictive. C. No tires, oils (except atomize fuels applied by approved equipment), asphalt, paint, or coated metals shall be permitted in combustible waste GENERAL PROVISIONS III-43 Packet Pg. 3170 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual piles. d. Burning will not be permitted within 1,000 feet of a residential or built-up area nor within 100 feet of any standing timber or flammable growth unless otherwise specified. e. Burning shall not be permitted unless the prevailing wind is away from a nearby town or built-up area. f. Burning shall not be permitted during a local air inversion or other climatic condition as would result in a pall of smoke over a nearby town or built-up area. g. Burning shall not be permitted when the danger of brush of forest fires is made known by Federal, State, or local officials. 0 h. The size and number of fires shall be restricted to avoid the danger or brush or forest fires. Burning shall be done under surveillance of a watchman who shall have fire-fighting equipment and tools readily n, available. (3) Control of Other air Pollutants. -- cv a. Minimum possible areas of open grading, borrow or aggregate excavation shall be exposed at one time, consistent with the progress of the Work. i b. Grading areas shall be kept at proper moisture conditions. C. Sand or dust blows shall be temporarily mulched, with or without seeding, or otherwise controlled with stabilizing agents. 0 d. 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. e. Cements, fertilizers, chemicals, volatiles, etc., shall be stored in proper containers or with proper coverings to prevent accidental discharge into the air. f. Aggregates bins, cement bins, and dry material batch trucks shall be properly covered to prevent loss of material to the air. g. Drilling, grinding and sand blasting apparatus shall be equipped with water, chemical, or vacuum dust controlling systems. h. Applications of chemicals and bitumens shall be held to recommended rates. GENERAL PROVISIONS III-44 Packet Pg. 3171 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual I. Bituminous mixing plants shall be equipped with dust collectors as noted in the Specifications. j. Quarrying, batching, and mixing operations and the transfer of material between trucks, bins, or stockpiles shall be properly controlled to minimize dust diffusion. k. 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 Engineer. 70-21 ARCHAEOLOGICAL AND HISTORICAL FINDINGS. Unless otherwise specified in this subsection, the Contractor is advised that the site of the work is not within any property, district, or site, and does not contain any building, structure, or object listed c 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 Engineer. The Engineer will immediately investigate the Contractor's finding and will direct the Contractor to either !i, resume his/her operations or to suspend operations as directed. Should the Engineer order suspension of the Contractor's operations in order to protect an archaeological or historical finding, or order the Contractor to perform extra work, such shall be covered by an appropriate contract modification (change order or supplemental agreement) as provided in the subsection titled EXTRA WORK of Section 40 and the subsection titled PAYMENT FOR EXTRA WORK AND FORCE ACCOUNT WORK of Section 90. If appropriate, the contract modification shall include an extension of contract time in accordance with the subsection titled DETERMINATION AND EXTENSION OF CONTRACT TIME of Section 80. E 70-22 INSURANCE. The Contractor shall not commence work under this Contract until he c has obtained and provided insurance of the character specified in the special provisions which will provide adequate protection to the Owner and the Contractor against all liabilities, damages and accidents, nor shall he commence work until such insurance has been approved by the Owner. Neither approval by the Owner, nor a failure to disapprove insurance furnished by a Contractor shall release the Contractor of full responsibility for liability, damages and accidents as set forth herein. The Contractor shall maintain such required insurance in force during the life of this Contract, and no modification or change in insurance coverage and provisions shall be made without thirty (30) days written advance notice to the Owner. The Contractor shall furnish certificates of insurance to the Owner prior to commencing any operations under this Contract, which certificates shall clearly indicate that the Contractor has 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 GENERAL PROVISIONS III-45 Packet Pg. 3172 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual Contract and shall be made a condition of all Sub-contract entered into pursuant to this Contract, that the Contractor and any Sub-Contractor will submit to the Owner weekly, one copy of the Summary of Wage Rates. END OF SECTION 70 0 cv cv cv cv i 0 GENERAL PROVISIONS III-46 Packet Pg. 3173 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 0 cv INTENTIONALLY LEFT BLANK cv CD cv M cv i 0 U GENERAL PROVISIONS III-47 Packet Pg. 3174 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 80 PROSECUTION AND PROGRESS 80-01 SUBLETTING OF CONTRACT. The owner will not recognize any subcontractor on the work. The Contractor shall at all times when work is in progress be represented either in person, by a qualified superintendent, or by other designated, qualified representative who is duly authorized to receive and execute orders of the Engineer. Should the Contractor elect to assign his/her contract, said assignment shall be concurred in by the surety, shall be presented for the consideration and approval of the owner, and shall be consummated only on the written approval of the owner. In case of approval, the Contractor shall file copies of all subcontracts with the Engineer. 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. The notice to proceed shall state the date on which it is expected the Contractor will begin the construction and from which date contract time will be charged. The Contractor shall begin the work to be performed under the contract within 10 days of the date set by the Engineer in the written notice to proceed, but in any event, the Contractor shall notify the Engineer at least 24 hours in advance of the time actual construction operations will begin. 80-04 PROSECUTION AND PROGRESS. Unless otherwise specified, the Contractor shall submit his/her progress schedule for the Engineer's approval within 10 days after the effective date of the notice to proceed. The Contractor's progress schedule, when approved c by the Engineer, may be used to establish major construction operations and to check on the progress of the work. The Contractor shall provide sufficient materials, equipment, and labor to guarantee the completion of the project in accordance with the plans and specifications within the time set forth in the proposal. If the Contractor falls significantly behind the submitted schedule, the Contractor shall, upon the Engineer'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 Engineer at least 24 hours in advance of resuming operations. For AI P contracts, the Contractor shall not commence any actual construction prior to the date on which the notice to proceed is issued by the owner. 80-05 LIMITATION OF OPERATIONS. The Contractor shall control his/her operations and GENERAL PROVISIONS III-48 Packet Pg. 3175 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual the operations of his/her subcontractors and all suppliers so as to provide for the free and unobstructed movement of aircraft in the AIR OPERATIONS AREAS of the airport. When the work requires the Contractor to conduct his/her operations within an AIR OPERATIONS AREA of the airport, the work shall be coordinated with airport management (through the Engineer) at least 48 hours prior to commencement of such work. The Contractor shall not close an AIR OPERATIONS AREA until so authorized by the Engineer and until the necessary temporary marking and associated lighting is in place as provided in the subsection titled BARRICADES, WARNING SIGNS, AND HAZARD MARKINGS of Section 70. When the contract work requires the Contractor to work within an AIR OPERATIONS AREA of the airport on an intermittent basis (intermittent opening and closing of the AIR OPERATIONS AREA), the Contractor shall maintain constant communications as hereinafter specified; immediately obey all instructions to vacate the AIR OPERATIONS AREA; c immediately obey all instructions to resume work in such AIR OPERATIONS AREA. Failure to maintain the specified communications or to obey instructions shall be cause for suspension of the Contractor's operations in the AIR OPERATIONS AREA until the satisfactory conditions are provided. The following AIR OPERATIONS AREA (AOA) cannot be closed to operating aircraft to permit the Contractor's operations on a continuous basis and will therefore be closed to aircraft operations intermittently as follows: .� cv AOA TIME PERIODS AOA CAN BE CLOSED TYPE OF COMMUNICATIONS REQUIRED WHEN WORKING IN AN AOA CONTROL AUTHORITY N/A , 80-06 CHARACTER OF WORKERS, METHODS, AND EQUIPMENT. The Contractor shall, E at all times, employ sufficient labor and equipment for prosecuting the work to full completion in the manner and time required by the contract, plans, and specifications. All workers shall have sufficient skill and experience to perform properly the work assigned to them. Workers engaged in special work or skilled work shall have sufficient experience in such work and in the operation of the equipment required to perform the work satisfactorily. All equipment which is proposed to be used on the work shall be of sufficient size and in such mechanical condition as to meet the requirements of the work and to produce a satisfactory quality of work. Equipment used on any portion of the work shall be such that no injury to previously completed work, adjacent property, or existing airport facilities will result from its use. GENERAL PROVISIONS III-49 Packet Pg. 3176 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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 Engineer. If the Contractor desires to use a method or type of equipment other than specified in the contract, he may request authority from the Engineer 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 Engineer determines that the work produced does not meet contract requirements, the Contractor shall discontinue the use of the substitute method or equipment and shall complete the remaining work with the specified methods and equipment. The Contractor shall remove any deficient work and replace it with work of specified quality, or take such other corrective action as the Engineer may direct. No change will be made in basis of payment for the contract items involved nor n, in contract time as a result of authorizing a change in methods or equipment under this subsection. 80-07 TEMPORARY SUSPENSION OF THE WORK. The Engineer 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 Engineer, in writing, to suspend work for some unforeseen cause not otherwise provided for in the contract and over which the Contractor has no control, the Contractor may be reimbursed for actual money expended on the work during the period of shutdown. No allowance will be made for anticipated profits. The period of shutdown shall be computed from the effective date of the Engineer's order to , suspend work to the effective date of the Engineer's order to resume the work. Claims for such compensation shall be filed with the Engineer within the time period stated in the Engineer's order to resume work. The Contractor shall submit with his/her claim information substantiating the amount shown on the claim. The Engineer will forward the Contractor's claim to the owner for consideration in accordance with local laws or ordinances. No provision of this article shall be construed as entitling the Contractor to compensation for delays due to inclement weather, for suspensions made at the request of the Contractor, or for any other delay provided for in the contract, plans, or specifications. If it should become necessary to suspend work for an indefinite period, the Contractor shall store all materials in such manner that they will not become an obstruction nor become damaged in any way. He shall take every precaution to prevent damage or GENERAL PROVISIONS III-50 Packet Pg. 3177 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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 airport. 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 Engineer. The Engineer 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). cv The Engineer shall base his/her weekly statement of contract time charged on the >- following considerations: !i' cv 1 ) No time shall be charged for days on which the Contractor is unable to proceed with the principal item of work under construction at the time for at least 6 hours with the normal work force employed on i such principal item. Should the normal work force be on a double-shift, 12 hours shall be used. Should the normal work force be on a triple- shift, 18 hours shall apply. Conditions beyond the Contractor's control such as strikes, lockouts, unusual delays in transportation, temporary suspension of the principal item of work under construction or temporary suspension of the entire work which have been ordered by the Engineer for reasons not the fault of the Contractor, shall not be charged against the contract time. 2) The Engineer will not make charges against the contract time prior to the effective date of the notice to proceed. 3) The Engineer will begin charges against the contract time on the first working day after the effective date of the notice to proceed. 4) The Engineer 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. 5) The Contractor will be allowed 1 week in which to file a written protest setting forth his/her objections to the Engineer's weekly GENERAL PROVISIONS III-51 Packet Pg. 3178 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual statement. If no objection is filed within such specified time, the weekly statement shall be considered as acceptable to the Contractor. The contract time (stated in the proposal) is based on the originally estimated quantities as described in the subsection titled INTERPRETATION OF ESTIMATED PROPOSAL QUANTITIES of Section 20. Should the satisfactory completion of the contract require performance of work in greater quantities than those estimated in the proposal, the contract time shall be increased in the same proportion as the cost of the actually completed quantities bears to the cost of the originally estimated quantities in the proposal. Such increase in contract time shall not consider either the cost of work or the extension of contract time that has been covered by change order or supplemental agreement and shall be made at the time of final payment. 0 B. CONTRACT TIM E 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 nonwork days. All calendar n, days elapsing between the effective dates of the Engineer's orders to suspend and resume all work, due to causes not the fault of the Contractor, shall be excluded. �- At the time of final payment, the contract time shall be increased in the same proportion cV as the cost of the actually completed quantities bears to the cost of the originally estimated quantities in the proposal. Such increase in the contract time shall not consider either cost of work or the extension of contract time that has been covered by a change order or supplemental agreement. Charges against the contract time will cease as of the date of final acceptance. C. When the contract time is a specified completion date, it shall be the date on which all contract work shall be substantially completed. 6 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 Engineer for an extension of time setting forth the reasons which he 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 Engineer finds that the work was delayed because of conditions beyond the control and without the fault of the Contractor, he 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 GENERAL PROVISIONS III-52 Packet Pg. 3179 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual (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. Permitting the Contractor to continue and finish the work or any part of it after the time fixed for its completion, or after the date to which the time for completion may have been extended, will in no way operate as a wavier on the part of the owner of any of its rights under the contract. 80-10 DEFAULT AND TERMINATION OF CONTRACT. The Contractor shall be considered in default of his/her contract and such default will be considered as cause for c 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 cV "Notice to 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 N C. Performs the work unsuitably or neglects or refuses to remove materials or i to perform anew such work as may be rejected as unacceptable and unsuitable, or D. Discontinues the prosecution of the work, or E. Fails to resume work which has been discontinued within a reasonable c time after notice to do so, or F. Becomes insolvent or is declared bankrupt, or commits any act of bankruptcy or insolvency, or G. Allows any final judgment to stand against him unsatisfied for a period of 10 days, or H. Makes an assignment for the benefit of creditors, or I. For any other cause whatsoever, fails to carry on the work in an acceptable manner. Should the Engineer consider the Contractor in default of the contract for any reason hereinbefore, he shall immediately give written notice to the Contractor and the GENERAL PROVISIONS III-53 Packet Pg. 3180 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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 Engineer of the facts of such delay, neglect, or default and the Contractor's failure to comply with such notice, have full power and authority without violating the contract, to take the prosecution of the work out of the hands of the Contractor. The owner may appropriate or use any or all materials and equipment that have been mobilized for use in the work and are acceptable and may enter into an agreement for the completion of said contract according to the terms and provisions thereof, or use such other methods as in the opinion of the Engineer will be required for the completion of said contract in an acceptable manner. All costs and charges incurred by the owner, together with the cost of completing the work under contract, will be deducted from any monies due or which may become due the Contractor. If such expense exceeds the sum which would have been payable under the contract, then the Contractor and the surety shall be liable and shall pay to the owner the amount of such excess. n, 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 withCD respect to the prosecution of war or in the interest of national defense. cv When the contract, or any portion thereof, is terminated before completion of all items of work i in the contract, payment will be made for the actual number of units or items of work completed at the contract price or as mutually agreed for items of work partially completed or not started. No claims or loss of anticipated profits shall be considered. Reimbursement for organization of the work, and other overhead expenses, (when not otherwise included in the contract) and moving equipment and materials to and from the job will be considered, the intent being that an equitable settlement will be made with the , Contractor. Acceptable materials, obtained or ordered by the Contractor for the work and that are not incorporated in the work shall, at the option of the Contractor, be purchased from the Contractor at actual cost as shown by receipted bills and actual cost records at such points of delivery as may be designated by the Engineer. 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. E END OF SECTION 80 GENERAL PROVISIONS III-54 Packet Pg. 3181 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 0 cv INTENTIONALLY LEFT BLANK cv CD cv M cv i 0 U GENERAL PROVISIONS III-55 Packet Pg. 3182 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual S E C T I O N 9 0 MEASUREMENT AND PAYMENT 90-01 MEASUREMENT OF QUANTITIES. All work completed under the contract will be measured by the Engineer, or his/her authorized representatives, using United States Customary Units of Measurement or the International System of Units. The method of measurement and computations to be used in determination of quantities of material furnished and of work performed under the contract will be those methods generally recognized as conforming to good engineering practice. Unless otherwise specified, longitudinal measurements for area computations will be made 0 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 Engineer. Structures will be measured according to neat lines shown on the plans or as altered to fit field conditions. cv 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. In computing volumes of excavation the average end area method or other acceptable methods will be used. The thickness of plates and galvanized sheet used in the manufacture of corrugated metal pipe, metal plate pipe culverts and arches, and metal cribbing will be specified and measured in decimal fraction of inches. The term "ton" will mean the short ton consisting of 2,000 pounds (907 kilograms) avoirdupois. All materials which are measured or proportioned by weights shall be weighed on accurate, approved scales by competent, qualified personnel at locations designed by the Engineer. If material is shipped by rail, the car weight may be accepted provided that only the actual weight of material be paid for. However, car weights will not be acceptable for material to be passed through mixing plants. Trucks used to haul material being paid for by weight shall be weighed empty daily at such times as the Engineer directs, and each truck shall bear a plainly legible identification mark. Materials to be measured by volume in the hauling vehicle shall be hauled in approved vehicles and measured therein at the point of delivery. Vehicles for this purpose may be of any size or type acceptable to the Engineer, provided that the body is of such shape that the actual contents may be readily and accurately determined. All vehicles GENERAL PROVISIONS III-56 Packet Pg. 3183 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual shall be loaded to at least their water level capacity, and all loads shall be leveled when the vehicles arrive at the point of delivery. When requested by the Contractor and approved by the Engineer in writing, material specified to be measured by the cubic yard (cubic meter) may be weighed, and such weights will be converted to cubic yards (cubic meters) for payment purposes. Factors for conversion from weight measurement to volume measurement will be determined by the Engineer and shall be agreed to by the Contractor before such method of measurement of pay quantities is used. Bituminous materials will be measured by the gallon (liter) or ton (kilogram). When measured by volume, such volumes will be measured at 60 F (15 C) or will be corrected to the volume at 60 F (15 C) using ASTM D 1250 for asphalts or ASTM D 633 for tars. Net certified scale weights orweights based on certified volumes in the case of rail shipments will be used as a basis of measurement, subject to correction when bituminous material has been lost from the car or the distributor, wasted, or otherwise not incorporated in the work. n, When bituminous materials are shipped by truck or transport, net certified weights by >- volume, subject to correction for loss or foaming, may be used for computing quantities. -- cv Cement will be measured by the ton (kilogram) or hundredweight (kilogram). cv Timber will be measured by the thousand feet board measure (M.F.B.M.) actually i incorporated in the structure. Measurement will be based on nominal widths and thicknesses and the extreme length of each piece. The term "lump sum" when used as an item of payment will mean complete payment for � the work described in the contract. 0 When a complete structure or structural unit (in effect, "lump sum" work) is specified as the unit of measurement, the unit will be construed to include all necessary fittings and accessories. Rental of equipment will be measured by time in hours of actual working time and necessary traveling time of the equipment within the limits of the work. Special equipment ordered by the Engineer in connection with force account work will be measured as agreed in the change order or supplemental agreement authorizing such force account work as provided in the subsection titled PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK of this section. When standard manufactured items are specified such as fence, wire, plates, rolled shapes, pipe conduit, etc., and these items are identified by gage, unit weight, section dimensions, etc., such identification will be considered to be nominal weights or dimensions. Unless more stringently controlled by tolerances in cited specifications, GENERAL PROVISIONS III-57 Packet Pg. 3184 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual manufacturing tolerances established by the industries involved will be accepted. Scales for weighing materials which are required to be proportioned or measured and paid for by weight shall be furnished, erected, and maintained by the Contractor, or be certified permanently installed commercial scales. Scales shall be accurate within one-half percent of the correct weight throughout the range of use. The Contractor shall have the scales checked under the observation of the inspector before beginning work and at such other times as requested. The intervals shall be uniform in spacing throughout the graduated or marked length of the beam or dial and shall not exceed one-tenth of 1 percent of the nominal rated capacity of the scale, but not less than 1 pound (454 grams). The use of spring balances will not be permitted. Beams, dials, platforms, and other scale equipment shall be so arranged that the operator and the inspector can safely and conveniently view them. Scale installations shall have available ten standard 50-pound (2.3 kilogram) weights for testing the weighing equipment or suitable weights and devices for other approved equipment. cV Scales must be tested for accuracy and serviced before use at a new site. Platform scales >- shall be installed and maintained with the platform level and rigid bulkheads at each end. cv Scales "overweighing" (indicating more than correct weight) will not be permitted to operate, and all materials received subsequent to the last previous correct weighting-accuracy test will be reduced by the percentage of error in excess of one-half of 1 percent. i In the event inspection reveals the scales have been "underweighing" (indicating less than correct weight), they shall be adjusted, and no additional payment to the Contractor ' will be allowed for materials previously weighed and recorded. All costs in connection with furnishing, installing, certifying, testing, and maintaining scales; for furnishing check weights and scale house; and for all other items specified in this subsection, for the weighing of materials for proportioning or payment, shall be included in the unit contract prices for the various items of the project. 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 Engineer. 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. 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 GENERAL PROVISIONS III-58 Packet Pg. 3185 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual under the contract in a complete and acceptable manner, and for all risk, loss, damage, or expense of whatever character arising out of the nature of the work or the prosecution thereof, subject to the provisions of the subsection titled NO WAIVER OF LEGAL RIGHTS of Section 70. When the "basis of payment" subsection of a technical specification requires that the contract price (price bid) include compensation for certain work or material essential to the item, this same work or material will not also be measured for payment under any other contract item which may appear elsewhere in the contract, plans, or specifications. 90-03 COMPENSATION FOR ALTERED QUANTITIES. When the accepted quantities of work vary from the quantities in the proposal, the Contractor shall accept as payment in full, so far as contract items are concerned, payment at the original contract price for the accepted quantities of work actually completed and accepted. No allowance, except as provided for in the subsection titled ALTERATION OF WORK AND c 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 Engineer shall have the right to omit from the work(order nonperformance) any contract item, except major contract items, in the best interest of the owner. i Should the Engineer 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 Engineer's order to omit or non-perform such , contract item. Acceptable materials ordered by the Contractor or delivered on the work prior to the date of the Engineer's order will be paid for at the actual cost to the Contractor and shall thereupon , become the property of the owner. In addition to the reimbursement hereinbefore provided, the Contractor shall be y reimbursed for all actual costs incurred for the purpose of performing the omitted contract item prior to the date of the Engineer's order. Such additional costs incurred by the Contractor must be directly related to the deleted contract item and shall be supported by certified statements by the Contractor as to the nature of the amount of such costs. GENERAL PROVISIONS III-59 Packet Pg. 3186 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 90-05 PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK. Extra work, performed in accordance with the subsection titled EXTRA WORK of Section 40, will be paid for at the contract prices or agreed prices specified in the change order or supplemental agreement authorizing the extra work. When the change order or supplemental agreement authorizing the extra work requires that it be done by force account, such force account shall be measured and paid for based on expended labor, equipment, and materials plus a negotiated and agreed upon allowance for overhead and profit. A. Miscellaneous. No additional allowance will be made for general superintendence, the use of small tools, or other costs for which no specific allowance is herein provided. B. Comparison of Record. The Contractor and the Engineer 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 Engineer or their duly authorized representatives. C. Statement. No payment will be made for work performed on a force account basis until the Contractor has furnished the Engineer with duplicate itemized statements of the cost of such force account work >- detailed as follows: cv 1 ) Name, classification, date, daily hours, total hours, rate and extension for each laborer and foreman. i 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. E 4) Transportation of materials. c 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. GENERAL PROVISIONS III-60 Packet Pg. 3187 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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 Engineer of the value of the work performed and materials complete in place in accordance with the contract, plans, and specifications. Such partial payments may also include the delivered actual cost of those materials stockpiled and stored in accordance with the subsection titled PAYMENT FOR MATERIALS ON HAND of this section. No partial payment will be made when the amount due the Contractor since the last estimate amounts to less than five hundred dollars. From the total of the amount determined to be payable on a partial payment, 10 percent of such total amount will be deducted and retained by the owner until the final payment is made, except 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 previous payments, shall be certified for payment. Should the Contractor exercise his/her option, as provided in the subsection titled PAYMENT OF WITHHELD FUNDS of this section, no such 10 percent retainage shall be deducted. cv 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 RPR 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 retained by the Sponsor. Upon achieving fifty percent (50 %) completion of the Work, and when requested by the RPR, 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. 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 Engineer 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 acceptable sites on the airport property or at other sites in the vicinity that are acceptable to the owner. Such delivered costs of stored or stockpiled materials may be included in the next partial payment after the following conditions are met: GENERAL PROVISIONS III-61 Packet Pg. 3188 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual A. The material has been stored or stockpiled in a manner acceptable to the Engineer at or on an approved site. B. The Contractor has furnished the Engineer with acceptable evidence of the quantity and quality of such stored or stockpiled materials. C. The Contractor has furnished the Engineer with satisfactory evidence that the , material and transportation costs have been paid. D. The Contractor has furnished the owner legal title (free of liens or encumbrances of any kind) to the material so stored or stockpiled. 0 E. The Contractor has furnished the owner 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. It is understood and agreed that the transfer of title and the owner's payment for such stored or stockpiled materials shall in no way relieve the Contractor of his/her responsibility for furnishing and placing such materials in accordance with the requirements of the contract, plans, and specifications. In no case will the amount of partial payments for materials on hand exceed the contract price for such materials or the contract price for the contract item in which the material is intended to be used. No partial payment will be made for stored or stockpiled living or perishable plant materials. 0 The Contractor shall bear all costs associated with the partial payment of stored or stockpiled materials in accordance with the provisions of this subsection. 90-08 PAYMENT OF WITHHELD FUNDS. At the Contractor's option, he/she may request that the owner accept(in lieu of the 10 percent retainage on partial payments described in the subsection titled PARTIAL PAYMENTS of this section) the Contractor's deposits in escrow under the following conditions. A. The Contractor shall bear all expenses of establishing and maintaining an escrow account and escrow agreement acceptable to the owner. B. The Contractor shall deposit to and maintain in such escrow only those securities or bank certificates of deposit as are acceptable to the owner and having a value not less than the 10 percent retainage that would otherwise be withheld from partial payment. GENERAL PROVISIONS III-62 Packet Pg. 3189 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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 Engineer will prepare the final estimate of the items of work actually performed. The Contractor shall approve the Engineer's final estimate or advise the , Engineer 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 Engineer 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 Engineer's final estimate. If, after such 30-day period, a dispute still exists, the Contractor may approve the Engineer's estimate under protest of the quantities in dispute, and such disputed quantities shall be considered by the owner as a claim in accordance with the subsection titled CLAIMS FOR ADJUSTMENT AND DISPUTES of Section 50. After the Contractor has approved, or approved under protest, the Engineer's final estimate, final payment will be processed based on the entire sum, or the undisputed sum cV in 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. 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-63 Packet Pg. 3190 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual S E C T I O N 1 0 0 CONTRACTOR QUALITY CONTROL PROGRAM 100-01 GENERAL. When the specifications require a Contractor Quality Control Program, the Contractor shall establish, provide, and maintain an effective Quality Control Program that details the methods and procedures that will be taken to assure that , all materials and completed construction conform to contract plans, technical specifications and other requirements, whether manufactured by the Contractor, or procured from subcontractors or vendors. Although guidelines are established and certain minimum requirements are specified herein and elsewhere in the contract technical specifications, the Contractor shall assume full responsibility for accomplishing the stated purpose. The intent of this section is to enable the Contractor to establish a necessary level of control that will: A. Adequately provide for the production of acceptable quality materials. B. Provide sufficient information to assure both the Contractor and the `V Engineer 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 E 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 Engineer. No partial payment will be made for materials subject to specific quality control requirements until the Quality Control Program has been reviewed. The quality control requirements contained in this section and elsewhere in the contract technical specifications are in addition to and separate from the acceptance testing requirements. Acceptance testing requirements are the responsibility of the Engineer. 100-02 DESCRIPTION OF PROGRAM. A. General Description. The Contractor shall establish a Quality Control Program to perform inspection and testing of all items of work required by the technical specifications, including those performed by subcontractors. This Quality Control Program shall ensure conformance to applicable specifications and plans with respect to materials, workmanship, GENERAL PROVISIONS III-64 Packet Pg. 3191 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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 Engineer prior to the start of any production, construction, or off-site fabrication. The written Quality Control Program shall be submitted to the Engineer for review at least seven (7) calendar days before the Preconstruction Conference. The Quality Control Program shall be organized to address, as a minimum, the following items: 1— A. Quality control organization; cV B. Project progress schedule; C. Submittals schedule; cv D. Inspection requirements; i E. Quality control testing plan; F. Documentation of quality control activities; and G. Requirements for corrective action when quality control and/or acceptance criteria are not met. The Contractor is encouraged to add any additional elements to the Quality Control Program that he/she deems necessary to adequately control all production and/or construction processes required by this contract. 100-03 QUALITY CONTROL ORGANIZATION. The Contractor's Quality Control Program shall be implemented by the establishment of a separate quality control organization. An organizational chart shall be developed to show all quality control personnel and how these personnel integrate with other management/production and construction functions and personnel. The organizational chart shall identify all quality control staff by name and function, and shall indicate the total staff required to implement all elements of the Quality Control Program, including inspection and testing for each item of work. If necessary, different technicians can be utilized for specific inspection and testing functions for different items GENERAL PROVISIONS III-65 Packet Pg. 3192 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual of work. If an outside organization or independent testing laboratory is used for implementation of all or part of the Quality Control Program, the personnel assigned shall be subject to the qualification requirements of paragraph 100-03a and 100-03b. The organizational chart shall indicate which personnel are Contractor employees and which are provided by an outside organization. The quality control organization shall consist of the following minimum personnel: A. Program Administrator. The Program Administrator shall be a full-time employee of the Contractor, or a consultant engaged by the Contractor. The Program Administrator shall have a minimum of 5 years of experience in airport and shall have had prior quality control experience on a project of comparable size and scope as the contract. Additional qualifications for the Program Administrator shall include at least 1 of the following requirements: 1) Professional engineer with 1 year of airport paving experience acceptable to the Engineer. 2) Engineer-in-training with 2 years of airport paving experience acceptable to the Engineer. cv 3) An individual with 3 years of highway and/or airport paving experience acceptable to the Engineer, with a Bachelor of Science Degree in Civil Engineering, Civil Engineering Technology or Construction. 4) Construction materials technician certified at Level III by the National Institute for Certification in Engineering Technologies (NICET). c 5) Highway materials technician certified at Level III by NICET. 6) Highway construction technician certified at Level III by NICET. 7) A NICET certified engineering technician in Civil Engineering Technology with 5 years of highway and/or airport paving experience acceptable to the Engineer. 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 GENERAL PROVISIONS III-66 Packet Pg. 3193 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual may supervise the Quality Control Program on more than one project provided that person can be at the job site within 2 hours after being notified of a problem. B. Quality Control Technicians. A sufficient number of quality control technicians necessary to adequately implement the Quality Control Program shall be provided. These personnel shall be engineers, engineering technicians, or experienced craftsman with qualifications in the appropriate field equivalent to NICET Level II or higher construction materials technician or highway construction technician and shall have a minimum of 2 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: 0 1) Inspection of all materials, construction, plant, and equipment for conformance to the technical specifications, and as required by Section 100-06. cV 2) Performance of all quality control tests as required by the technical >- specifications and Section 100-07. `" cv Certification at an equivalent level, by a state or nationally recognized organization will be acceptable in lieu of NICET certification. i C. Staffing Levels. The Contractor shall provide sufficient qualified quality control personnel to monitor each work activity at all times. Where material is being produced in a plant for incorporation into the work, separate plant and field technicians shall be provided at each plant and field placement location. The scheduling and coordinating of all inspection and testing must match the type and pace of work activity. The Quality Control c 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. GENERAL PROVISIONS III-67 Packet Pg. 3194 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 100-05 SUBMITTALS SCHEDULE. The Contractor shall submit a detailed listing of all submittals (e.g., mix designs, material certifications) and shop drawings required by the technical specifications. The listing can be developed in a spreadsheet format and shall include: A. Specification item number; B. Item description; C. Description of submittal; D. Specification paragraph requiring submittal; and E. Scheduled date of submittal. 0 100-06 INSPECTION REQUIREMENTS. Quality control inspection functions shall be organized to provide inspections for all definable features of work, as detailed below. All inspections shall be documented by the Contractor as specified by Section 100-07. Inspections shall be performed daily to ensure continuing compliance with contract requirements until completion of the particular feature of work. These shall include the following minimum requirements: N N A. During plant operation for material production, quality control test results and periodic inspections shall be utilized to ensure the quality of aggregates and other mix components, and to adjust and control mix _ proportioning to meet the approved mix design and other requirements of the technical specifications. All equipment utilized in proportioning and mixing shall be inspected to ensure its proper operating condition. The Quality E Control Program shall detail how these and other quality control functions will be accomplished and utilized. c B. During field operations, quality control test results and periodic inspections shall be utilized to ensure the quality of all materials and workmanship. All equipment utilized in placing, finishing, and compacting shall be inspected to ensure its proper operating condition and to ensure that all such operations are in conformance to the technical specifications and are within the plan dimensions, lines, grades, and tolerances specified. The Program shall document how these and other quality control functions will be accomplished and utilized. 100-07 QUALITY CONTROL TESTING PLAN. As a part of the overall Quality Control Program, the Contractor shall implement a quality control testing plan, as required by the technical specifications. The testing plan shall include the minimum tests and test frequencies required by each technical specification Item, as well as any additional quality control tests that the Contractor deems necessary to adequately control GENERAL PROVISIONS III-68 Packet Pg. 3195 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual production and/or construction processes. The testing plan can be developed in a spreadsheet fashion and shall, as a minimum, include the following: A. Specification item number (e.g., P-401); B. Item description (e.g., Plant Mix Bituminous Pavements); C. Test type (e.g., gradation, grade, asphalt content); D. Test standard (e.g., ASTM or AASHTO test number, as applicable); E. Test frequency (e.g., as required by technical specifications or minimum frequency when requirements are not stated); F. Responsibility (e.g., plant technician); and cv G. Control requirements (e.g., target, permissible deviations). The testing plan shall contain a statistically-based procedure of random sampling for acquiring test samples in accordance with ASTM D 3665. The Engineer shall be provided the opportunity to witness quality control sampling and testing. i All quality control test results shall be documented by the Contractor as required by Section 100-08. 100-08 DOCUMENTATION. The Contractor shall maintain current quality control records of all inspections and tests performed. These records shall include factual evidence that the required inspections or tests have been performed, including type and number of inspections or tests involved; results of inspections or tests; nature of , defects, deviations, causes for rejection, etc.; proposed remedial action; and corrective actions taken. These records must cover both conforming and defective or deficient features, and must include a statement that all supplies and materials incorporated in the work are in full compliance with the terms of the contract. Legible copies of these records shall be furnished to the Engineer 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 Engineer. These GENERAL PROVISIONS III-69 Packet Pg. 3196 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual technician's daily reports shall provide factual evidence that continuous quality control inspections have been performed and shall, as a minimum, include the following: 1) Technical specification item number and description; 2) Compliance with approved submittals; 3) Proper storage of materials and equipment; 4) Proper operation of all equipment; 5) Adherence to plans and technical specifications; 6) Review of quality control tests; and c 7) Safety inspection. N 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. cv The daily inspection reports shall be signed by the responsible quality control technician and the Program Administrator. The Engineer shall be provided at least one copy of each daily inspection report on the work day following the day of record. B. Daily Test Reports. The Contractor shall be responsible for establishing a system which will record all quality control test results. Daily test reports shall E document the following information: 0 1) Technical specification item number and description; 2) Test designation; y 3) Location; 4) Date of test; 5) Control requirements; 6) Test results; 7) Causes for rejection; 8) Recommended remedial actions; and GENERAL PROVISIONS III-70 Packet Pg. 3197 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 9) Retests. Test results from each day's work period shall be submitted to the Engineer prior to the start of the next day's work period. When required by the technical specifications, the Contractor shall maintain statistical quality control charts. The daily test reports shall be signed by the responsible quality control technician and the Program Administrator. 100-09 CORRECTIVE ACTION REQUIREMENTS. The Quality Control Program shall indicate the appropriate action to be taken when a process is deemed, or believed, to be out of control (out of tolerance) and detail what action will be taken to bring the process into control. The requirements for corrective action shall include both general requirements for operation of the Quality Control Program as a whole, and for individual items of work contained in the technical specifications. 0 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 n, regain process control. When applicable or required by the technical specifications, the Contractor shall establish and utilize statistical quality control charts for individual quality control tests. The cv requirements for corrective action shall be linked to the control charts. cv 100-10 SURVEILLANCE BY THE ENGINEER. All items of material and equipment shall be subject to surveillance by the Engineer 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 Engineer at the site for the same purpose. 0 Surveillance by the Engineer 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 Engineer 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 Engineer or his/her authorized representative to the Contractor or his/her authorized representative at the site of the work, shall be considered sufficient notice. GENERAL PROVISIONS III-71 Packet Pg. 3198 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual B. In cases where quality control activities do not comply with either the Contractor's Quality Control Program or the contract provisions, or where the Contractor fails to properly operate and maintain an effective Quality Control Program, as determined by the Engineer, the Engineer may: 1) Order the Contractor to replace ineffective or unqualified quality control personnel or subcontractors. 2) Order the Contractor to stop operations until appropriate corrective action is taken. , END OF SECTION 100 0 cv cv cv cv i 0 GENERAL PROVISIONS III-72 Packet Pg. 3199 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 0 cv INTENTIONALLY LEFT BLANK cv CD cv M cv i 0 U GENERAL PROVISIONS III-73 Packet Pg. 3200 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 110 METHOD OF ESTIMATING PERCENTAGE OF MATERIAL WITHIN SPECIFICATION LIMITS (PWL) 110-01 GENERAL.When the specifications provide for material to be sampled and tested on a statistical basis, the material will be evaluated for acceptance in accordance with this section. All test results for a lot will be analyzed statistically, using procedures to determine the total estimated percent of the lot that is within specification limits. This concept, termed percent within limits(PWL), is a statistically based evaluation method, whereby the PWL is computed on a lot basis, using the average (X) and standard deviation (Sn) of the specified number (n) of sublot tests for the lot and the specification tolerance limits (L for lower and U for upper) for the particular acceptance parameter. From these values, the respective Quality index(s) (QL for Lower Quality Index and/or QU for Upper Quality Index) is computed and the PWL for the specified n is determined from Table 1. There is some degree of uncertainty (risk) in the measurement for acceptance because only a small fraction of production material (the population) is sampled and tested. This uncertainty exists because all portions of the production material have the same probability to be randomly sampled. The Contractor's risk is the probability that material produced at the acceptable quality level is rejected or subjected to a pay adjustment. The Owner's risk is the probability that material produced at the rejectable quality level is accepted. It is the intent of this section to inform the Contractor that, in order to consistently offset the Contractors risk for material evaluated, production quality (using population average and population standard deviation) must be maintained at the acceptable quality specified or higher. In all cases, it is the responsibility of the Contractor to produce at quality levels that will meet the `V specified acceptance criteria when sampled and tested at the frequencies specified. i 110-02 METHOD FOR COMPUTING PWL. The computational sequence for computing the PWL is as follows: A. Divide the lot into n sublots in accordance with the acceptance E requirements of the specification. 0 B. Locate the sampling position within the sublot in accordance with the random sampling requirements of the specification. C. Make a measurement at each location, or take a test portion and make the measurement on the test portion in accordance with the testing requirements of the specification. D. Average all sublot values within the lot to find X by using the following formula: X= (x1 + x2 + x3 + . . .xn) / n Where: X= Average of all sublot values within a lot x1, x2 = Individual sublot values n = Number of sublots GENERAL PROVISIONS III-74 Packet Pg. 3201 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual E. Find the standard deviation Sn by use of the following formula: Sn = SQRT[(d1*d1 + d2*d2 + d3*d3 + . . .dn*dn) / (n-1)] Where: Sn = standard deviation of the number of sublot values in the set d1, d2 = deviations of the individual sublot values X1, X2 . . . from the average value X that is: d1 = (x1 - X), d2 = (xn - X) . . do = (xn - X) n = number of sublots F. For single sided specification limits (i.e., L only), compute the Lower Quality Index QL by use of the following formula: QL = (X- L) / Sn Where: L = specification lower tolerance limit Estimate the percentage of material within limits (PWL) by entering Table 1 with QL, using the !i� column appropriate to the total number (n) of measurements. If the value of QL falls between values shown on the table, use the next higher value of PWL. cv cv G. For double sided specification limits (i.e. L and U), compute the Quality Indexes QL and QU by use of the following formulas: QL = (X- L) / Sn and QU = (U - X) / Sn Where: L and U = specification lower and upper tolerance limits E Estimate the percentage of material between the lower(L) and upper(U)tolerance limits (PWL) c by entering Table 1 separately with QL and QU, using the column appropriate to the total number (n) of measurements, and determining the percent of material above PL and percent of material below PU for each tolerance limit. If the values of QL fall between values shown on the table, use the next higher value of PL or PU. Determine the PWL by use of the following formula: PWL = (PU + PL) - 100 Where: PL = percent within lower specification limit PU = percent within upper specification limit GENERAL PROVISIONS III-75 Packet Pg. 3202 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual EXAMPLE OF PWL CALCULATION Project: Example Project Test Item: Item P-401, Lot A. A. PWL Determination for Mat Density. 1) Density of four random cores taken from Lot A. A-1 96.60 A-2 97.55 A-3 99.30 A-4 98.35 n = 4 0 2) Calculate average density for the lot. X= (x1 + x2 + x3 + . . xn) / n X= (96.60 + 97.55 + 99.30 + 98.35) /4 X= 97.95 percent density cv 3) Calculate the standard deviation for the lot. Sn = SQRT[ ( (96.60 - 97.95)*(96.60 - 97.95) (4 - 1)] i (97.55 - 97.95)*(97.55 - 97.95) + (99.30 - 97.95)*(99.30 - 97.95) + (98.35 - 97.95)*(98.35 - 97.95)) / E Sn = SQRT[ (1.82 + 0.16 + 1.82 + 0.16) / 3] c Sn = 1.15 4) Calculate the Lower Quality Index QL for the lot. (L=96.3) QL = (X-L) / Sn QL = (97.95 - 96.30) / 1.15 QL = 1.4384 5) Determine PWL by entering Table 1 with QL= 1.44 and E n= 4. PWL = 98 GENERAL PROVISIONS III-76 Packet Pg. 3203 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual B. PWL Determination for Air Voids. 1) Air Voids of four random samples taken from Lot A. A-1 5.00 A-2 3.74 A-3 2.30 A-4 3.25 2) Calculate the average air voids for the , lot. X= (x1 + x + x3 . . n) / n X= (5.00 + 3.74 + 2.30 + 3.25) /4 X= 3.57 percent 3) Calculate the standard deviation Sn for the lot. Sn = SQRT[ ( (3.57 - 5.00)*(3.57 - 5.00) n, + (3.57 - 3.74)*(3.57 - 3.74) + (3.57 - >- 2.30)*(3.57 - 2.30) + -- (3.57 - 3.25)*(3.57 - 3.25))/(4 - 1)] cv Sn = SQRT[(2.04 + 0.03 + 1.62 + 0.10 ) / 3] i Sn = 1.12 4) Calculate the Lower Quality Index QL for the lot. (L= 2.0) QL = (X- L) / Sn QL = (3.57 - 2.00) / , 1.12 QL = 1.3992 5) Determine PL by entering Table 1 with QL = 1.40 and n = 4. y PL = 97 6) Calculate the Upper Quality Index QU for the lot. (U= 5.0) QU = (U - X) /Sn QU = (5.00 - 3.57) / 1.12 QU = 1.2702 7) Determine PU by entering Table 1 with QU = 1.27 and n = 4. PU = 93 GENERAL PROVISIONS III-77 Packet Pg. 3204 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 8) Calculate Air Voids PWL PWL = (PL + PU) - 100 PWL = (97 + 93) - 100 = 90 0 cv cv cv cv i 0 GENERAL PROVISIONS III-78 Packet Pg. 3205 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual TABLE 1. TABLE FOR ESTIMATING PERCENT OF LOT WITHIN LIMITS (PWL) Percent Within Limits Positive Values of Q (QL and QU) (PL and PU) n=3 n=4 n=5 n=6 n=7 n=8 99 1.1541 1.4700 1.6714 1.8008 1.8888 1.9520 98 1.1524 1.4400 1.6016 1.6982 1.7612 1.8053 97 1.1496 1.4100 1.5427 1.6181 1.6661 1.6993 96 1.1456 1.3800 1.4897 1.5497 1.5871 1.6127 95 1.1405 1.3500 1.4407 1.4887 1.5181 1.5381 94 1.1342 1.3200 1.3946 1.4329 1.4561 1.4716 93 1.1269 1.2900 1.3508 1.3810 1.3991 1.4112 92 1.1184 1.2600 1.3088 1.3323 1.3461 1.3554 91 1.1089 1.2300 1.2683 1.2860 1.2964 1.3032 90 1.0982 1.2000 1.2290 1.2419 1.2492 1.2541 89 1.0864 1.1700 1.1909 1.1995 1.2043 1.2075 88 1.0736 1.1400 1.1537 1.1587 1.1613 1.1630 87 1.0597 1.1100 1.1173 1.1191 1.1199 1.1204 86 1.0448 1.0800 1.0817 1.0808 1.0800 1.0794 85 1.0288 1.0500 1.0467 1.0435 1.0413 1.0399 84 1.0119 1.0200 1.0124 1.0071 1.0037 1.0015 83 0.9939 0.9900 0.9785 0.9715 0.9672 0.9643 82 0.9749 0.9600 0.9452 0.9367 0.9325 0.9281 81 0.9550 0.9300 0.9123 0.9025 0.8966 0.8928 80 0.9342 0.9000 0.8799 0.8690 0.8625 0.8583 cV 79 0.9124 0.8700 0.8478 0.8360 0.8291 0.8245 cV 78 0.8897 0.8400 0.8160 0.8036 0.7962 0.7915 77 0.8662 0.8100 0.7846 0.7716 0.7640 0.7590 76 0.8417 0.7800 0.7535 0.7401 0.7322 0.7271 75 0.8165 0.7500 0.7226 0.7089 0.7009 0.6958 74 0.7904 0.7200 0.6921 0.6781 0.6701 0.6649 73 0.7636 0.6900 0.6617 0.6477 0.6396 0.6344 72 0.7360 0.6600 0.6316 0.6176 0.6095 0.6044 71 0.7077 0.6300 0.6016 0.5878 0.5798 0.5747 70 0.6787 0.6000 0.5719 0.5583 0.5504 0.5454 69 0.6490 0.5700 0.5423 0.5290 0.5213 0.5164 , 68 0.6187 0.5400 0.5129 0.4999 0.4924 0.4877 67 0.5878 0.5100 0.4836 0.4710 0.4638 0.4592 66 0.5563 0.4800 0.4545 0.4424 0.4354 0.4310 65 0.5242 0.4500 0.4255 0.4139 0.4073 0.4031 64 0.4916 0.4200 0.3967 0.3856 0.3793 0.3753 63 0.4586 0.3900 0.3679 0.3575 0.3515 0.3477 62 0.4251 0.3600 0.3392 0.3295 0.3239 0.3203 61 0.3911 0.3300 0.3107 0.3016 0.2964 0.2931 60 0.3568 0.3000 0.2822 0.2738 0.2691 0.2660 59 0.3222 0.2700 0.2537 0.2461 0.2418 0.2391 58 0.2872 0.2400 0.2254 0.2186 0.2147 0.2122 57 0.2519 0.2100 0.1971 0.1911 0.1877 0.1855 56 0.2164 0.1800 0.1688 0.1636 0.1607 0.1592 55 0.1806 0.1500 0.1408 0.1363 0.1338 0.1322 54 0.1447 0.1200 0.1125 0.1090 0.1070 0.1057 53 0.1087 0.0900 0.0843 0.0817 0.0802 0.0792 52 0.0725 0.0600 0.0562 0.0544 0.0534 0.0528 51 0.0363 0.0300 0.0281 0.0272 0.0267 0.0264 GENERAL PROVISIONS III-79 Packet Pg. 3206 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual TABLE 1. TABLE FOR ESTIMATING PERCENT OF LOT WITHIN LIMITS (PWL) Percent Within Negative Values of Q (QL and QU) Limts (PL'and PU) n = 3 n = 4 n = 5 n = 6 n = 7 n = 8 49 -0.0363 -0.0300 -0.0281 -0.0272 -0.0267 -0.0264 48 -0.0725 -0.0600 -0.0562 -0.0544 -0.0534 -0.0528 47 -0.1087 -0.0900 -0.0843 -0.0817 -0.0802 -0.0792 46 -0.1447 -0.1200 -0.1125 -0.1090 -0.1070 -0.1057 45 -0.1806 -0.1500 -0.1408 -0.1363 -0.1338 -0.1322 44 -0.2164 -0.1800 -0.1688 -0.1636 -0.1607 -0.1592 43 -0.2519 -0.2100 -0.1971 -0.1911 -0.1877 -0.1855 42 -0.2872 -0.2400 -0.2254 -0.2186 -0.2147 -0.2122 41 -0.3222 -0.2700 -0.2537 -0.2461 -0.2418 -0.2391 40 -0.3568 -0.3000 -0.2822 -0.2738 -0.2691 -0.2660 39 -0.3911 -0.3300 -0.3107 -0.3016 -0.2964 -0.2931 38 -0.4251 -0.3600 -0.3392 -0.3295 -0.3239 -0.3203 37 -0.4586 -0.3900 -0.3679 -0.3575 -0.3515 -0.3477 36 -0.4916 -0.4200 -0.3967 -0.3856 -0.3793 -0.3753 35 -0.5242 -0.4500 -0.4255 -0.4139 -0.4073 -0.4031 34 -0.5563 -0.4800 -0.4545 -0.4424 -0.4354 -0.4310 33 -0.5878 -0.5100 -0.4836 -0.4710 -0.4638 -0.4592 >- 32 -0.6187 -0.5400 -0.5129 -0.4999 -0.4924 -0.4877 !i. 31 -0.6490 -0.5700 -0.5423 -0.5290 -0.5213 -0.5164 CD 30 -0.6787 -0.6000 -0.5719 -0.5583 -0.5504 -0.5454 CD "' 29 -0.7077 -0.6300 -0.6016 -0.5878 -0.5798 -0.5747 28 -0.7360 -0.6600 -0.6316 -0.6176 -0.6095 -0.6044 `V 27 -0.7636 -0.6900 -0.6617 -0.6477 -0.6396 -0.6344 i 26 -0.7904 -0.7200 -0.6921 -0.6781 -0.6701 -0.6649 25 -0.8165 -0.7500 -0.7226 -0.7089 -0.7009 -0.6958 24 -0.8417 -0.7800 -0.7535 -0.7401 -0.7322 -0.7271 23 -0.8662 -0.8100 -0.7846 -0.7716 -0.7640 -0.7590 22 -0.8897 -0.8400 -0.8160 -0.8036 -0.7962 -0.7915 21 -0.9124 -0.8700 -0.8478 -0.8360 -0.8291 -0.8245 20 -0.9342 -0.9000 -0.8799 -0.8690 -0.8625 -0.8583 c 19 -0.9550 -0.9300 -0.9123 -0.9025 -0.8966 -0.8928 18 -0.9749 -0.9600 -0.9452 -0.9367 -0.9325 -0.9281 17 -0.9939 -0.9900 -0.9785 -0.9715 -0.9672 -0.9643 16 -1.0119 -1.0200 -1.0124 -1.0071 -1.0037 -1.0015 15 -1.0288 -1.0500 -1.0467 -1.0435 -1.0413 -1.0399 14 -1.0448 -1.0800 -1.0817 -1.0808 -1.0800 -1.0794 13 -1.0597 -1.1100 -1.1173 -1.1191 -1.1199 -1.1204 12 -1.0736 -1.1400 -1.1537 -1.1587 -1.1613 -1.1630 11 -1.0864 -1.1700 -1.1909 -1.1995 -1.2043 -1.2075 10 -1.0982 -1.2000 -1.2290 -1.2419 -1.2492 -1.2541 9 -1.1089 -1.2300 -1.2683 -1.2860 -1.2964 -1.3032 8 -1.1184 -1.2600 -1.3088 -1.3323 -1.3461 -1.3554 E 7 -1.1269 -1.2900 -1.3508 -1.3810 -1.3991 -1.4112 6 -1.1342 -1.3200 -1.3946 -1.4329 -1.4561 -1.4716 5 -1.1405 -1.3500 -1.4407 -1.4887 -1.5181 -1.5381 4 -1.1456 -1.3800 -1.4897 -1.5497 -1.5871 -1.6127 3 -1.1496 -1.4100 -1.5427 -1.6181 -1.6661 -1.6993 2 -1.1524 -1.4400 -1.6016 -1.6982 -1.7612 -1.8053 GENERAL PROVISIONS III-80 Packet Pg. 3207 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 0 cv INTENTIONALLY LEFT BLANK >- cv CD cv M cv i 0 U GENERAL PROVISIONS III-81 Packet Pg. 3208 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual S E C T I O N 1 2 0 NUCLEAR GAUGES 120-01 TESTING. When the specifications provide for nuclear gauge acceptance testing of material for Items P-152, and P-211, the testing shall be performed in accordance with this section. At each sampling location, the field density shall be determined in accordance with ASTM D 2922 using the Direct Transmission Method. The nuclear gauge shall be calibrated in accordance with Annex Al. Calibration and operation of the gauge shall be in accordance with the requirements of the manufacturer. The operator of the nuclear gauge must show evidence of training and experience in the use of the instrument. The gauge shall be standardized daily in accordance with ASTM D 2922, paragraph 8. Use of ASTM D 2922 results in a wet unit weight, and when using this method, ASTM D 3017 shall be used to determine the moisture content of the material. The moisture gage shall be standardized daily in accordance with ASTM D 3017, paragraph 7. The material shall be accepted on a lot basis. Each Lot shall be divided into eight(8) sublots when ASTM D 2922 is used. 120-02. When PWL concepts are incorporated, compaction shall continue until a PWL of 90 percent or more is achieved using the lower specification tolerance limits (L) below. cv The percentage of material within specification limits (PWL) shall be determined in accordance with the procedures specified in Section 110 of the General Provisions. The lower specification tolerance limit (L) for density shall be: , Specification Item Specification Tolerance (L) for Density, (percent of Number laboratory maximum) , Item P-152 90.5 for cohesive material, 95.5 for non-cohesive 95.5 If the PWL is less than 90 percent, the lot shall be reworked and recompacted by the Contractor at the Contractor's expense. After reworking and recompaction, the lot shall be resampled and retested. Retest results for the lot shall be reevaluated for acceptance. This procedure shall continue until the PWL is 90 percent or greater. GENERAL PROVISIONS III-82 Packet Pg. 3209 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 120-03 VERIFICATION TESTING. (For Items P-152 only.) The Engineer will verify the maximum laboratory density of material placed in the field for each lot. A minimum of one test will be made for each lot of material at the site. The verification process will consist of; (1) compacting the material and determining the dry density and moisture-density in accordance with [ASTM D 698 for aircraft gross weights less than 60,0000 pounds] [ASTM D 1557 for aircraft gross weights 60,000 pounds or more], and (2) comparing the result with the laboratory moisture-density curves for the material being placed. This verification process is commonly referred to as a "one-point Proctor". If the material does not conform to the existing moisture-density curves, the Engineer will establish the laboratory maximum density and optimum moisture content for the material in accordance with [ASTM D 698 for aircraft gross weights less than 60,0000 pounds] [ASTM D 1557 for aircraft gross weights 60,000 pounds or more]. Additional verification tests will be made, if necessary, to properly classify all materials placed in the lot. c The percent compaction of each sampling location will be determined by dividing the field density of each sublot by the laboratory maximum density for the lot. n, END OF SECTION 120 cv cv cv i 0 GENERAL PROVISIONS III-83 Packet Pg. 3210 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 130 SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION The Contractor shall comply with the Department of Labor Safety and Health Regulations for construction promulgated under the Occupational Safety and Health Act of 1970 (PL91-596) and under Section 107 of the Contract Work Hours and Safety Standards Act (PL91-54). The Contractor alone shall be responsible for the safety, efficiency and adequacy of his plant, appliances and methods of construction and for any damages which may result from their failure or their improper construction, maintenance or operations. 0 The Contractor will be required to comply with the latest edition of Advisory Circular No. 150/5370-2E "Operational Safety on Airports During Construction". In addition, 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 cv cv i 0 GENERAL PROVISIONS III-84 Packet Pg. 3211 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 0 cv INTENTIONALLY LEFT BLANK cv CD cv M cv i 0 U GENERAL PROVISIONS III-85 Packet Pg. 3212 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 140 GENERAL INSURANCE REQUIREMENTS FOR CONTRACTORS AND SUBCONTRACTORS Prior to the commencement of work governed by this contract (including the pre-staging of personnel and material), the Contractor shall obtain, at his/her own expense, insurance as specified in the attached schedules, which are made part of this contract. The Contractor will also ensure that the insurance obtained will extend protection to all subcontractors engaged by the Contractor. As an alternative, the Contractor may require all subcontractors to obtain insurance consistent with the attached schedules. The Contractor will not be permitted to commence work governed by this contract (including pre-staging of personnel and material) until satisfactory evidence of the required insurance has been furnished to the County 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 n, 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. -- cv 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 cV with this provision may result in the immediate suspension of all work until the required insurance has been reinstated or replaced. Delays in the completion of the work resulting from the failure of the Contractor to maintain the required insurance shall not extend deadlines specified in this contract and any penalties and failure to perform assessments shall be imposed as if the work had not been suspended, except for the Contractor's failure to maintain the required insurance. 0 The Contractor shall provide to the County as satisfactory evidence of the , required insurance either: Certificate of Insurance, or y A certified copy of the actual insurance policy. The County, at its sole option, has the right to request a certified copy of any or all insurance policies required by this contract. All insurance policies must specify that they are not subject to cancellation, non- renewal, material change or reduction in coverage unless a minimum of thirty (30) days' prior notification is given to the County by the insurer. The acceptance and/or approval of the Contractor's insurance shall not be construed as relieving the Contractor from any liability or obligation assumed under this contract or imposed by Iaw.The Monroe County Board of County Commissioners, its employees and officials will be included as "Additional Insured" on all policies, except for Workers' GENERAL PROVISIONS III-86 Packet Pg. 3213 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual Compensation. 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. To assist in the development of your proposal, the insurance coverage marked with an "X"will be required in the event an award is made to your firm. Please review this form with your insurance agent and have him sign it in the place provided. It is also required that the bidders sign the form and submit it with each proposal. WORKERS' COMPENSATION & EMPLOYER'S LIABILITY Workers' Compensation DWLRC Statutory Limits cv C1 Employer's Liability ELOLW\ $100,000/$500,000/$100,000 C2 Employer's Liability ELOLW\ $500,000/$500,000/$500,000 C3 X Employer's Liability ELOLW\ $1,000,000/$1,000,000/$1,000,000 CCND CUSLH `V U.S. Longshoremen & Harbor Workers Act Same as Employer's Liabilityi CJA Federal Jones Act Same as Employer's Liability GENERAL LIABILITY As a minimum, the required general liability coverage will include: - Premises Operations - Products and Completed Operations - Blanket Contractual - Personal injury - -Expanded Definition of Property Damage Required Limits: GENERAL PROVISIONS III-87 Packet Pg. 3214 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual GL1 $100,000/person; $300,000/occurrence $ 50,000 property damage or $300,000 combined single limit GL2 $250,000/person; $500,000/occurrence $ 50,000 property damage or $500,000 combined single limit $ 500,000/person; $1,000,000/occurrence GL3 X $ 100,000 property damage or $1,000,000 combined single limit 0 GL4 $5,000,000 combined single limited Required Endorsement: cv GLXCU Underground, Explosion & Collapse (XCU) GLLIQ Liquor Liability '✓ cv cv All endorsements are required to have the same limits as the basic policy. i VEHICLE LIABILITY As a minimum, coverage should extend to liability for: - Owned, Non-owned and hired vehicles Required Limits: c VLI $ 50,000/person; $100,000/occurrence $ 25,000 property damage or $100,000 combined single limit VL2 $100,000/person; $300,000/occurrence $ 50,000 property damage or $300,000 combined single limit VL3 X $ 500,000/person; $1,000,000/occurrence $ 100,000 property damage or $1,000,000 combined single limit VL4 $5,000,000 combined single limit GENERAL PROVISIONS III-88 Packet Pg. 3215 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County 06/2019 Hangars Rehabilitation Bid Documents Project Manual MISCELLANEOUS COVERAGES BR1 X Builders' Risk Limits Equal to the risk completed project Equal to the max. value of any one MVC Motor Truck Caro Limits shipment PR01 Professional Liability $250,000/occurrence P R02 $500,000/occurrence P R03 $1,000,000/occurrence P01-1 Pollution Liability $500,000/occurrence P01-2 $1,000,000/occurrence P01-3 $5,000,000/occurrence 0 ED1 Employee $10,000 ED2 Dishonesty $100,000 cv GK1 Garage $300,000 $25,000/vehicle GK2 Keepers $500,000 $100,000/vehicle GK3 $1,000,000 $250,000/vehicle MED1 Medical $500,000/$1,000,000 Agg. cv 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 Trans orter $1,000,000 (Requires MCS-90 BLL Bailee Liability Max. value of property HKL1 Hangar keepers' Liability $300,000 HKL2 $500,000 H KL3 $1,000,000 AIR1 Aircraft Liability $25,000,000 Al R2 $1,000,000 Al R3 $1,000,000 AE01 Architect's Errors & Omissions $250,000/occurrence/$500,000 Agg. AE02 $500,000/occurrence/$1,000,000 Agg. AE03 $1,000,000/occurrence/$3,000,000 A GENERAL PROVISIONS III-89 Packet Pg. 3216 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual INSURANCE AGENT'S STATEMENT I have reviewed the above requirements with the bidder named below. The following deductibles apply to the corresponding policy: POLICY DEDUCTIBLES Liability policies are: ❑ Occurrence ❑ Claims Made N Insurance Agency Signature N N BIDDER'S STATEMENT cv i I understand the insurance that will be mandatory if awarded the contract and will comply in full with all the requirements. Bidder Signature 0 GENERAL PROVISIONS III-90 Packet Pg. 3217 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual WORKERS ' COMPENSATION INSURANCE REQUIREMENTS FOR CONTRACT B E T W E E N MONROE COUNTY, FLORIDA AND 0 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. cv In addition,the Contractor shall obtain Employers' Liability Insurance with limits of not less than: $1,000,000 Bodily Injury by Accident '✓ $1,000,000 Bodily Injury by Disease, policy limits $1,000,000 Bodily Injury by Disease, each employee Coverage shall be maintained throughout the entire term of the contract. i Coverage shall be provided by a company or companies authorized to transact business in the state of Florida and the company or companies must maintain a minimum rating of A-V1 as assigned by the A.M. Best Company. If the Contractor has been approved by the Florida Department of Labor as an authorized self- insurer, the County shall recognize and honor the Contractor's status. The Contractor may be; required to submit a Letter of Authorization issued by the Department of Labor and a Certificate of Insurance providing details on the Contractor's Excess Insurance Program. If the Contractor participates in a self-insurance fund, a Certificate of Insurance will be required. In addition,the Contractor may be required to submit updated financial statements from the fund upon request from the County. GENERAL PROVISIONS III-91 Packet Pg. 3218 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual GENERAL LIABILITY INSURANCE REQUIREMENTS FOR CONTRACT B E T W E E N MONROE COUNTY, FLORIDA AND 0 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 n, include, as a minimum: - Premises Operations - Products and Completed Operations - - Blanket Contractual Liability - Personal Injury Liability - Expanded Definition of Property Damage i 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 c $1,000,000 per occurrence $ 100,000 property damage An Occurrence Form policy is preferred. If coverage is provided on a Claims Made policy, its provisions should include coverage for claims filed on or after the effective date of this contract. In addition, the period for which claims may be reported should extend for a minimum of twelve (12) months following the acceptance of work by the County. The Monroe County Board of County Commissioners shall be named as Additional Insured on all policies issued to satisfy the above requirements. GENERAL PROVISIONS III-92 Packet Pg. 3219 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual V E H I C LE LIA B I L I T Y INSURANCE REQUIREMENTS FOR CONTRACT B E T W E E N MONROE COUNTY, FLORIDA AND 0 Recognizing that the work governed by this contract requires the use of vehicles, the cV 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: !i° N • Owned, Non-Owned and Hired Vehicles cv The minimum limits acceptable shall be: $1,000,000 Combined Single Limit (CSL) If split limits are provided, the minimum limits acceptable shall be: $ 500,000 per person $1,000,000 per occurrence $ 100,000 property damage The Monroe County Board of County Commissioners shall be named as Additional Insured on all policies issued to satisfy the above requirements. GENERAL PROVISIONS III-93 Packet Pg. 3220 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual BUILDER ' S RISK INSURANCE REQUIREMENTS FOR CONTRACT B E T W E E N MONROE COUNTY, FLORIDA AND 0 The Contractor shall be required to purchase and maintain, throughout the life of the contract, and until the project is accepted by the County, Builder's Risk Insurance on an All Risk of Loss form. Coverage shall include: '✓ cv cv cv Theft Aircraft i Windstorm Vehicles Hail Smoke Explosion Fire E Riot Collapse Civil Commotion Flood The policy limits shall be no less than the amount of the finished project and coverage shall be provided on a completed value basis. Property located on the construction premises, which is intended to become a permanent part of the building, shall be included as property covered. The policy shall be endorsed permitting the County to occupy the building prior to completion without effecting the coverage. The Monroe County Board of County Commissioners shall be named as Additional Insured and Loss Payee. GENERAL PROVISIONS III-94 Packet Pg. 3221 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 0 INTENTIONALLY LEFT BLANK cv cv CD cv M cv i 0 U GENERAL PROVISIONS III-95 Packet Pg. 3222 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 150 DISADVANTAGED BUSINESS ENTERPRISE PROGRAM 150.01 DEFINITIONS OF TERMS The terms used in this program have the meaning defined in 49 CFR Section 26.5. 150.02 OBJECTIVES/POLICY STATEMENT The Florida Keys International Marathon Airport (herein called Sponsor) has established a Disadvantaged Business Enterprise (DBE) program in accordance with regulations of the U.S. Department of Transportation (USDOT), 49 CFR Part 26. The Sponsor has received Federal financial assistance in excess of $250,000 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 49 CFR Part 26, have an equal opportunity to receive and participate in FAA-assisted contracts. It is also their policy: 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 `V contracts; N 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; F. To promote the use of DBEs in all types of federally-assisted contracts and procurement activities conducted by recipients; G. To assist the development of firms that can compete successfully in the market place c outside the DBE Program; and H. To provide appropriate flexibility to recipients of Federal financial assistance in establishing and providing opportunities for DBEs. The Sponsor's Senior Business Manager has been designated as the DBE Liaison Officer. In that capacity, the Sponsor's Senior Business Manager is responsible for implementing all aspects of the DBE program. Implementation of the DBE program is accorded the same priority as compliance with all other legal obligations incurred by the Sponsor in its financial assistance agreements with the Federal Aviation Administration. 150.03 NON-DISCRIMINATION E The Sponsor will never exclude any person from participation in, deny any person the benefits of, or otherwise discriminate against anyone in connection with the award and performance of any contract covered by 49 CFR Part 26 on the basis of race, color, sex, or national origin. GENERAL PROVISIONS III-96 Packet Pg. 3223 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual In administering its DBE program, the Sponsor will not, directly or through contractual or other arrangements, use criteria or methods of administration that have the effect of defeating or substantially impairing accomplishment of the objectives of the DBE program with respect to individuals of a particular race, color, sex, or national origin. 150.04 DBE PROGRAM UPDATES The Sponsor will continue to carry out this program until all funds from FAA financial assistance have been expended. The Sponsor does not have to submit regular updates to the DBE Program document, as long as it remains in compliance. Updates will be provided to FAA if there are significant changes in the Program. 150.05 FEDERAL FINANCIAL ASSISTANCE AGREEMENT ASSURANCE The Sponsor has signed the following assurance, applicable to all FAA-assisted contracts and their administration: The Sponsor shall not discriminate on the basis of race, color, national origin, or sex in the award and performance of any FAA-assisted contract or in the administration of its DBE Program or the requirements of 49 CFR Part 26. The recipient shall take all necessary and reasonable steps under 49 CFR Part 26 to ensure nondiscrimination in the award and administration of FAA-assisted contracts. The recipient's DBE Program, as required by 49 CFR Part 26 and as approved by FAA, is incorporated by reference in this `V 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 49 CFR 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 c 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 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 may result in the termination of this contract or such other remedy as the recipient deems appropriate, which may include, but is not limited to: 1. Withholding monthly progress payments, 2. Assessing Sanctions 3. Liquidated Damages, and/or, 4. Disqualifying the Contractor from future bidding as non-responsible. GENERAL PROVISIONS III-97 Packet Pg. 3224 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual B. Equal Opportunity — DBE Obligation — The recipient or its contractors agrees to ensure that disadvantaged business enterprises as defined in 49 CFR Part 26 have equal opportunity to participate in the performance of contracts and subcontracts financed in whole or in part with Federal funds provided under this agreement. In this regard, contractors shall take all necessary and reasonable steps in accordance with 49 CFR Part 26 to ensure that disadvantaged business enterprises have an equal opportunity to compete for and perform contracts. Recipients and their contractors shall not discriminate on the basis of race, color, national origin, or sex in the award and performance of FAA-assisted contracts. C. Failure to Carry Out DBE Obligations — All bidders, potential contractors, or subcontractors for this FAA-assisted contract are hereby notified that failure to carry out the FAA policy and the DBE obligation, as set forth above, shall constitute a breach of contract which may result in termination of the contract or such other remedy as deemed appropriate by the recipient and the FAA. D. Prompt Payment - The prime contractor agrees to pay each subcontractor under this prime contract for satisfactory performance of its contract no later than 30 working days from the receipt of each payment the prime contractor receives from the Monroe County BOCC. The prime contractor agrees further to return retainage payments to each subcontractor within 30 days after the subcontractor's work is satisfactorily completed. Any delay or postponement of payment from the above referenced time frame may occur only for good cause following written approval of the Florida Keys `V Marathon International Airport. This clause applies to both DBE and non-DBE subcontractors. i E. Retainage - 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 Sponsor for protection of the Sponsor's interests. Unless otherwise instructed by the Sponsor, the amount retained by the Sponsor 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 c accepted by the Sponsor in accordance with FAA Advisory Circular 150/5370- 10 Section 50-14. Contractor must provide a certified invoice to the Resident Engineer (RPR) that supports the value of retainage held by the Sponsor for partially accepted work. 2. In lieu of retainage, the Contractor may exercise at its option the establishment of an escrow account per FAA Advisory Circular 150/5370-10 paragraph 90-08. 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 Sponsor 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 Sponsor. When the Sponsor 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. GENERAL PROVISIONS III-98 Packet Pg. 3225 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual Upon 50% 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 RPR 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 retained by the Sponsor. Upon achieving fifty percent (50 %) completion of the Work, and when requested by the RPR, 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. 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 Sponsor retains the right to audit a contractor's books and records to determine the accuracy of the information reported. The awarded prime contractor may use the 30-Day Subcontractor Prompt Payment Form for monitoring. 150-07 OTHER CONTRACT PROVISIONS `V cv cv A. Bidders List. If the recipient's DBE program provides for collecting information for a bidders list by using a contract clause, the recipient should devise an appropriate clause and include it in each FAA-assisted contract. FAA's "Sample DBE Program" interpreting 49 CFR Section 26.11 lists various methods by which a recipient can collect information for a bidders list. Use of a contract clause is one such method. B. Good Faith Efforts. In accordance with 49 CFR Section 26.51, the recipient must meet the maximum feasible portion of their overall goal through race-neutral means of c facilitating DBE participation. The recipient is not required to set a contract goal on every FAA-assisted contract but must set contract goals that will cumulatively result in meeting any portion of the overall goal the recipient does not project meeting through the use of race-neutral means. Contract goals may be established only on those FAA- assisted contracts having sub-contracting possibilities. When a contract goal is established pursuant to the recipient's program, the sample bid specification set forth below can be used to notify bidders/offerors of the requirements to make good faith efforts. The forms that follow the specification can be used to collect information necessary to determine whether the bidder/offeror has satisfied these requirements. The sample specification is intended for use in both non- construction and construction contracts for which a contract goal has been established. Thus, it can be included in invitations for bid for construction, in requests for architectural/engineering and other professional services, and in other covered solicitation documents. The requirements of 49 CFR Part 26, Regulations of the U.S. Department of Transportation, apply to this contract. It is the policy of the Sponsor to practice GENERAL PROVISIONS III-99 Packet Pg. 3226 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual nondiscrimination based on race, color, sex, or national origin in the award or performance of this contract. All firms qualifying under this solicitation are encouraged to submit bids/proposals. Award of this contract will be conditioned upon satisfying the requirements of this bid specification. These requirements apply to all bidders/offerors, including those who qualify as a DBE. 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 Section 26. The bidder/ offeror shall make good faith efforts, as defined in Appendix A, 49 CFR Part 26 (Attachment 1), to meet the goal for DBE participation in the performance of this contract. C. DBE-related Forms to Submit with Bid. In addition to the Section J Form, the Bidder/Offeror shall submit Attachment 1 — DBE Utilization Form at time of Bid and if DBE goal is not met shall submit at the time of bid the Good Faith Effort documentation. The Bidder/Offer shall also submit Attachment 2 — Letter of Commitment Form for all DBE firms proposed by the Bidder/Offeror. Attachment 2 shall be completed by the Bidder/Offeror for each DBE firm and the DBE firm must affirm by signature in Attachment 2. D. DBE Compliance - The Contractor will be required to submit the following forms as part of their DBE contract compliance during the execution of the project: 1) Attachment 1 — Disadvantage Business Enterprise (DBE) Utilization Form — due W with bid. `V 2) Attachment 2 — Letter of Intent Form — due with bid. A separate form should be completed for each DBE firm. 3) Attachment 3 — Form A - Proposed DBE Utilization Form - due within seven days of the preconstruction conference to Engineer/Architect/RPR. A separate form should be completed for each DBE firm. 4) Attachment 4 — Form B — Proposed DBE Identification Form - due within seven days of the preconstruction conference to Engineer/Architect/RPR. A separate form should be completed for each DBE firm. 5) Attachment 5 — Form C - DBE Payment Certification Form for each DBE firm that c is working as a subcontractor should be submitted with each pay request. Page 1 is due by the 101h of each month and must be signed and notarized both by the contractor and the DBE firm. Page 2 is due when final payment has been made to the DBE firm. 6) Attachment 6 — Form D - Documentation of 30-Day Subcontractor Prompt Payment Form for each pay request from a subcontractor(DBE or non-DBE), shall be submitted with each pay request and maintained throughout the duration of work. 7) Attachment 7 — Form E - DBE Expenditure Report Form for each DBE firm that is working as a subcontractor should be submitted with each pay request. 8) Attachment 8 — Form F - Final Report Utilization of Disadvantaged Business Enterprises (DBEs) Form with the final pay request. Copies of these forms follow. GENERAL PROVISIONS III-100 Packet Pg. 3227 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual ATTACHMENT 1 DISADVANTAGED BUSINESS ENTERPRISE (DBE) UTILIZATION FORM (This Form due with Bid) The Sponsor has established a race neutral DBE goal of 10.65 %for this project. The undersigned bidder/ offeror has satisfied the requirements of the bid specification in the following manner (please check the appropriate space): The Bidder/Offeror is committed to a minimum of 10.65 % DBE utilization on this Contract. The Bidder/Offeror(if unable to meet the DBE goal of 10.65 %) is committed to a minimum of % DBE utilization on this Contract and submits documentation attached hereto demonstrating the Bidder/Offeror's Good -- Faith Efforts. Please refer to 49 CFR Appendix A to 49 CFR Part 26 — cv Guidance Concerning Good Faith Efforts. i Name of Bidder/Offeror's firm: State Registration No.: c By: Signature of Bidder/Offeror Name/Title GENERAL PROVISIONS III-101 Packet Pg. 3228 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual ATTACHMENT 2 LETTER OF INTENT FORM (Submit this form for each DBE Firm and attach a copy of their FLUCP DBE Certification or firm print-out from the FDOT DBE Directory. Forms are due with Bid. DBE Firms must be certified by the FLUCP and listed in the FDOT DBE Directory at time of bid.) Name of Bidder/Offeror's firm: Address: City: State: Zip: Name of DBE firm: 0 Address: City: State: Zip: Telephone/ Email: Description of work to be performed by DBE firm: cv cv i 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 $ By: Signature of Bidder/Offeror Name/Title Affirmation The above-named DBE firm affirms that it will perform the portion of the Contract for the estimated dollar values as stated above. By (Signature of DBE Firm) (Title) If the Bidder/Offeror does not receive award of the prime contract, any and all representations in this Letter of Intent and Affirmation shall be null and void. GENERAL PROVISIONS III-102 Packet Pg. 3229 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual ATTACHMENT 3 FORM A PROPOSED DBE UTILIZATION FORM DISADVANTAGED BUSINESS ENTERPRISE(DBE)PARTICIPATION THIS FORM MUST BE FULLY COMPLETED FOR EACH PROPOSED DBE CONTRACTOR/SUBCONTRACTOR AND SUBMITTED NO LATER THAN 7 DAYS FROM THE PRE-CONSTRUCTION CONFERENCE TO THE ENGINEER/ARCHITECT/RPR PROJECT NAME: AIRPORT NAME: AIP PROJECT NUMBER: PRIME CONTRACTOR: ADDRESS: CONTACT NAME: ' N r TEL/FAX/EMAIL: DBE GOAL FOR PROJECT: W IDENTIFICATION OF DBE FIRMS TO PARTICIPATE IN CONTRACTCD (PROVIDE FOR EACH DBE FIRM INTENDED TO PERFORM IN CONTRACT): M N 1. NAME OF DBE FIRM: r I ESTIMATED PARTICIPATION:$ ESTIMATED PERCENTAGE OF TOTAL PROJECT: FL OVERVIEW OF WORK TO BE PERFORMED: r 0 2. NAME OF DBE FIRM: ESTIMATED PARTICIPATION:$ cn ESTIMATED PERCENTAGE OF TOTAL PROJECT: OVERVIEW OF WORK TO BE PERFORMED: GENERAL PROVISIONS III-103 Packet Pg. 3230 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual FORM A (CONTINUED) PROPOSED DBE UTILIZATION FORM DISADVANTAGED BUSINESS ENTERPRISE(DBE) PARTICIPATION 3. NAME OF DBE FIRM: ESTIMATED PARTICIPATION:$ ESTIMATED PERCENTAGE OF TOTAL PROJECT: % OVERVIEW OF WORK TO BE PERFORMED: 4. NAME OF DBE FIRM: ESTIMATED PARTICIPATION:$ ESTIMATED PERCENTAGE OF TOTAL PROJECT: % r OVERVIEW OF WORK TO BE PERFORMED: N N M N The undersigned certifies the intent of the Prime Contractor to enter into a contract with the DBE Contractor/Subcontractor to rI provide the above-referenced work associated with this project. FL Name of Prime Contractor r Signature Date 6 Print Name and Title , NOTES: 1. THIS FORM IS DUE NO LATER THAN 7 DAYS FROM THE PRECONSTRUCTION CONFERENCE y 2. DISTRIBUTION:ORIGINAL AND ONE COPY TO ENGINEER/ARCHITECT 3. A DBE IDENTIFICATION FORM MUST BE SUBMITTED FOR ALL PROPOSED DBEs GENERAL PROVISIONS III-104 Packet Pg. 3231 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual ATTACHMENT 4 FORM B PROPOSED DBE IDENTIFICATION FORM DISADVANTAGED BUSINESS ENTERPRISE(DBE)PARTICIPATION THIS FORM MUST BE FULLY COMPLETED FOR EACH PROPOSED DBE CONTRACTOR/SUBCONTRACTOR AND SUBMITTED NO LATER THAN 7 DAYS FROM THE PRE-CONSTRUCTION CONFERENCE TO THE ENGINEER/ARCHITECT/RPR PROJECT NAME: AIRPORT NAME: AIP PROJECT NUMBER: PRIME CONTRACTOR: ADDRESS: CONTACT NAME: cB TEL/FAX/EMAIL: N r DBE GOAL FOR PROJECT: % (FROM BID DOCUMENTS) IDENTIFICATION OF DBE FIRMS TO PARTICIPATE IN CONTRACT CD (PROVIDE THIS FORM FOR EACH DBE FIRM INTENDED TO PERFORM IN THE CONTRACT): M NAME OF DBE FIRM: r ADDRESS: I CONTACT NAME: TEL/FAX/EMAIL: FL NAME OF FLORIDA UCP AGENCY WHERE CERTIFIED: r VERIFIED DBE ON FDOT DBE DIRECTORY? 0 ESTIMATED PARTICIPATION BY THIS DBE CONTRACTOR AT INITIAL/ORIGINAL BID: , 1. WAS THIS DBE CONTRACTOR INCLUDED IN INITIAL BID OF PRIME CONTRACTOR? IF ANSWER IS NO,PRIME CONTRACTOR MUST PROVIDE SUBSTITUTION LETTER TO EXPLAIN REASONS FOR REMOVAL OF OTHER DBE CONTRACTOR AND/OR ADDITION OF THE DBE CONTRACTOR. 2. ESTIMATED PARTICIPATION AT INITIAL BID:$ 3. ESTIMATED PERCENTAGE OF TOTAL PROJECT FOR THIS DBE CONTRACTOR: 4. DETAIL SPECIFIC WORK TO BE PERFORMED: GENERAL PROVISIONS III-105 Packet Pg. 3232 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual FORM B (CONTINUED) PROPOSED DBE IDENTIFICATION FORM DISADVANTAGED BUSINESS ENTERPRISE(DBE)PARTICIPATION ESTIMATED PARTICIPATION BY THIS DBE CONTRACTOR AT PRE-CONSTRUCTION CONFERENCE: 1. ESTIMATED PARTICIPATION AT PRECONSTRUCTION CONFERENCE:$ 2. ESTIMATED PERCENTAGE OF TOTAL PROJECT FOR THIS DBE CONTRACTOR: % 3. DETAIL SPECIFIC WORK TO BE PERFORMED: I® 0 Name of DBE Contractor/Subcontractor N Signature of DBE Contractor/Subcontractor Date r Print Name and Title N CD The undersigned certifies the intent of the Prime Contractor to enter into a contract with the DBE Contractor/Subcontractor to provide the above-referenced work associated with this project. r I J Name of Prime Contractor FL r Signature of Prime Contractor Date Print Name and Title NOTES: 1. THIS FORM IS DUE NO LATER THAN 7 DAYS FROM THE PRECONSTRUCTION CONFERENCE y 2. DISTRIBUTION:ORIGINAL AND ONE COPY TO ENGINEER/ARCHITECT/RPR 3. A DBE IDENTIFICATION FORM MUST BE SUBMITTED FOR ALL PROPOSED DBEs GENERAL PROVISIONS III-106 Packet Pg. 3233 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual ATTACHMENT 5 FORM C DBE PAYMENT CERTIFICATION FORM DISADVANTAGED BUSINESS ENTERPRISE(DBE)PARTICIPATION Payment Certification Form for each DBE firm that is working as a subcontractor should be submitted with each pay request. Page 1 is due by the 10th of each month and must be signed and notarized both by the contractor and the DBE firm. Page 2 is due when final payment has been made to the DBE firm. THIS IS TO CERTIFY THAT (DBE CONTRACTOR) RECEIVED(MONTHLY)OR(FINAL)PROGRESS PAYMENT OF:$ (CIRCLE ONE) cu ON: FROM: cu (DATE) (PRIME CONTRACTOR) FOR LABOR AND MATERIALS USED ON: PROJECT NAME: cB AIRPORT: N AIRPORT PROJECT NUMBER: r SIGNED BY OFFICIAL OF PRIME CONTRACTOR: PRIME CONTRACTOR SIGNATURE: CD TITLE: M NOTARIZED: r PERSONALLY KNOWN TO ME: DRIVER'S LICENSE NUMBER: OTHER IDENTIFICATION: FL SWORN AND SUBSCRIBED BEFORE ME THIS: DAY OF 120 0 NOTARY PUBLIC SIGNATURE COMMISSION EXPIRES TOTAL PAID TO THIS DBE THIS MONTH: $ TOTAL PREVIOUSLY PAID TO THIS DBE: $ TOTAL PAID TO THIS DBE TO DATE: $ SIGNED BY OFFICIAL OF DBE CONTRACTOR: cB DBE CONTRACTOR SIGNATURE: TITLE: NOTARIZED: PERSONALLY KNOWN TO ME: E DRIVER'S LICENSE NUMBER: OTHER IDENTIFICATION: SWORN AND SUBSCRIBED BEFORE ME THIS: DAY OF ,20 NOTARY PUBLIC SIGNATURE COMMISSION EXPIRES GENERAL PROVISIONS III-107 Packet Pg. 3234 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual FORM C (CONTINUED) DBE PAYMENT CERTIFICATION FORM DISADVANTAGED BUSINESS ENTERPRISE(DBE)PARTICIPATION TOTAL OF ALL PROGRESS PAYMENTS: $ RETAINAGE WITH-HELD: $ BOND WITH-HELD: $ PROJECT SUMMARY FOR: (DBE CONTRACTOR) ESTIMATED PARTICIPATION BY THIS DBE CONTRACTOR AT INITIAL BID: 1. ESTIMATED PARTICIPATION BY THIS DBE CONTRACTOR AT INITIAL BID: $ cB 2. ESTIMATED PERCENTAGE OF TOTAL PROJECT FOR THIS DBE CONTRACTOR: ACTUAL PARTICIPATION BY THIS DBE CONTRACTOR AT FINAL CONTRACT CLOSEOUT: 1. ACTUAL PARTICIPATION BY THIS DBE CONTRACTOR: $ 2. ACTUAL PERCENTAGE OF FINAL CONTRACT AMOUNT FOR THIS DBE CONTRACTOR: N EXPLAIN ANY DIFFERENCES BETWEEN ITEMS 1&3(OVERRUNS OR UNDERRUNS BY THIS DBE CONTRACTOR ON THIS PROJECT): r N CD M N r I J EXPLAIN ANY DIFFERENCES BETWEEN ITEMS 2&4(ESTIMATED/INITIAL BID PARTICIPATION PERCENTAGE BY THIS DBE FL CONTRACTOR VERSUS ACTUAL PARTICIPATION PERCENTAGE BY THIS DBE CONTRACTOR): , r 0 NOTES: 1. PAGE 1 OF THIS FORM IS DUE BY THE 10"OF EACH MONTH AFTER DBE STARTS WORK WHETHER PAYMENT IS MADE BY PRIME CONTRACTOR TO DBE OR NOT. 2. DISTRIBUTION:ORIGINAL AND ONE COPY TO ENGINEER/ARCHITECT/RPR. I® 3. PAGE 1 OF THIS FORM IS TO BE PROVIDED UNTIL FINAL PAYMENT HAS BEEN MADE TO THIS DBE CONTRACTOR, INCLUDING ALL RETAINAGE PAYMENTS. 4. INCLUDE PAGE 2 OF THIS FORM ONLY UPON FINAL PROGRESS PAYMENT TO THIS DBE CONTRACTOR. GENERAL PROVISIONS III-108 Packet Pg. 3235 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual ATTACHMENT 6 FORM D DOCUMENTATION OF 30-DAY SUBCONTRACTOR PROMPT PAYMENT FORM DISADVANTAGED BUSINESS ENTERPRISE(DBE)PARTICIPATION THIS FORM DUE WITH EACH PAY REQUEST AND MAINTAINED THROUGHOUT THE DURATION OF WORK. PRIME CONTRACTOR: DATE REQUESTED: (MM/DD/YYYY) PROJECT#: PR AMOUNT($): (INCLUDING RETAINAGE) PROJECT DESCRIPTION: RETAINAGE($): (RETAINAGE) PAY REQUEST(PR)#: PR SUBTOTAL (AMOUNT LESS RETAINAGE) _ DATE APPROVED(BY ENGINEER): (MM/DD/YYYY) SUBCONTRACTOR PAYMENT REQUEST(SUB PR)TRACKING SUBCONTRACTOR PRIME PR#: PRIME PR#: PRIME PR#: NAME(DBE&NON- DBE) CD SUB PR# SUB PR# SUB PR# r4 SUB PR DATE SUB PR DATE SUB PR DATE r SUB PR SUB PR SUB PR AMOUNT($) AMOUNT($) AMOUNT($) RETAINAGE($) RETAINAGE($) RETAINAGE($) SUB PR# SUB PR# SUB PR# SUB PR DATE SUB PR DATE SUB PR DATE SUB PR SUB PR SUB PR AMOUNT($) AMOUNT($) AMOUNT($) RETAINAGE($) RETAINAGE($) RETAINAGE($) SUB PR# SUB PR# SUB PR# SUB PR DATE SUB PR DATE SUB PR DATE SUB PR SUB PR SUB PR AMOUNT($) AMOUNT($) AMOUNT($) RETAINAGE($) RETAINAGE($) RETAINAGE($) I® PRIME PAYMENTS RECEIVED BY COUNTY(COUNTY PAY) PRIME PAY REQUEST(PR)# COUNTY PAY# DATE RECEIVED AMOUNT($) 30-DAY PAY DATE GENERAL PROVISIONS III-109 Packet Pg. 3236 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual FORM D (CONTINUED) DOCUMENTATION OF 30-DAY SUBCONTRACTOR PROMPT PAYMENT FORM DISADVANTAGED BUSINESS ENTERPRISE(DBE)PARTICIPATION SUBCONTRACTOR 30-DAY PROMPT PAYMENT-PAID BY PRIME(PBP)TRACKING COUNTY PAY#: COUNTY PAY#: COUNTY PAY#: SUBCONTRACTOR PRIME PR#: PRIME PR#: PRIME PR#: NAME(DBE& NON-DBE) SUB PR# SUB PR# SUB PR# PBP DATE PBP DATE PBP DATE PBP AMOUNT($) PBP AMOUNT($) PBP AMOUNT($) r PBP RETAINAGE($) PBP RETAINAGE($) PBP RETAINAGE($) SUB PR# SUB PR# SUB PR# CD M PBP DATE PBP DATE PBP DATE r I PBP AMOUNT($) PBP AMOUNT($) PBP AMOUNT($) PBP RETAINAGE($) PBP RETAINAGE($) PBP RETAINAGE($) EL r SUB PR# SUB PR# SUB PR# PBP DATE PBP DATE PBP DATE PBP AMOUNT($) PBP AMOUNT($) PBP AMOUNT($) PBP RETAINAGE($) PBP RETAINAGE($) PBP RETAINAGE($) GENERAL PROVISIONS III-110 Packet Pg. 3237 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual ATTACHMENT 7 FORM E DBE EXPENDITURE REPORT FORM DISADVANTAGED BUSINESS ENTERPRISE(DBE)PARTICIPATION THIS FORM MUST BE COMPLETED IN FULL AND SUBMITTED BY THE PRIME CONTRACTOR FOR EACH DBE FIRM USED, WITH EACH PAY REQUEST MADE BY THE PRIME CONTRACTOR PROJECT NAME: AIRPORT NAME: AIP PROJECT NUMBER: PRIME CONTRACTOR: cB ADDRESS: 0 DBE CONTRACTOR: ADDRESS: N r PRIME CONTRACTOR PAY REQUEST NUMBER: TOTAL ESTIMATED DBE CONTRACT PARTICIPATION FOR THIS DBE CONTRACTOR:$ PERCENTAGE OF TOTAL CONTRACT: CD M N CONTRACT DESCRIPTION OF WORK PERFORMED BY DBE CONTRACTOR ITEM UNIT ITEM r ITEM NO. QUANTITY PRICE AMOUNT I FL r 0 (Attach pages as needed to detail work performed) TOTAL AMOUNT REQUESTED BY DBE THIS INVOICE(ADD ITEM AMOUNTS): $ TOTAL AMOUNT PREVIOUSLY REQUESTED BY DBE(FROM PRIOR PAY REQUEST): $ TOTAL AMOUNT REQUESTED BY DBE TO DATE: $ GENERAL PROVISIONS III-111 Packet Pg. 3238 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual FORM E (CONTINUED) DBE EXPENDITURE REPORT FORM DISADVANTAGED BUSINESS ENTERPRISE(DBE)PARTICIPATION The undersigned certifies that the DBE Contractor has successfully completed the above-referenced work associated with this project and further assures that said DBE Contractor will be paid in full for the amount indicated above for said services. Name of Prime Contractor Signature of Prime Contractor Date 0 Print Name and Title N r DBE Contractor's Certification Information: >" Name of Florida UCP Agency where DBE Contractor Certified: CD M N Name of DBE Contractor r Signature of DBE Contractor Date FL r Print Name and Title 0 NOTES: ' 1. THIS FORM IS DUE WITH EACH PAY REQUEST cB 2. DISTRIBUTION:ORIGINAL AND ONE COPY TO ENGINEER/ARCHITECT/RPR GENERAL PROVISIONS III-112 Packet Pg. 3239 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual ATTACHMENT 8 FORM F FINAL REPORT—UTILIZATION OF DBEs DISADVANTAGED BUSINESS ENTERPRISE(DBE)PARTICIPATION THIS FORM MUST BE FULLY COMPLETED FOR EACH DBE CONTRACTOR/SUBCONTRACTOR THAT PARTICIPATED IN THE CONTRACT AND SUBMITTED WITH FINAL PAY REQUEST FOR THE PRIME CONTRACTOR PROJECT NAME: AIRPORT NAME: AIP PROJECT NUMBER: PRIME CONTRACTOR: ADDRESS: CONTACT NAME: cB TEL/FAX/EMAIL: cV r DBE GOAL FOR PROJECT: % (FROM BID DOCUMENTS) IDENTIFICATION OF ACTUAL DBE PERFORMANCE (PROVIDE FOR EACH DBE FIRM THAT PARTICIPATED IN CONTRACT): CD M 1. NAME OF DBE FIRM: ACTUAL PARTICIPATION:$ rI ACTUAL PERCENTAGE OF TOTAL PROJECT: OVERVIEW OF WORK PERFORMED: FL r 0 2. NAME OF DBE FIRM: ACTUAL PARTICIPATION:$ ACTUAL PERCENTAGE OF TOTAL PROJECT: % w OVERVIEW OF WORK PERFORMED: 3. NAME OF DBE FIRM: ACTUAL PARTICIPATION:$ ACTUAL PERCENTAGE OF TOTAL PROJECT: % E OVERVIEW OF WORK PERFORMED: GENERAL PROVISIONS III-113 Packet Pg. 3240 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual FORM F (CONTINUED) FINAL REPORT—UTILIZATION OF DBEs DISADVANTAGED BUSINESS ENTERPRISE(DBE) PARTICIPATION 4. NAME OF DBE FIRM: ACTUAL PARTICIPATION:$ ACTUAL PERCENTAGE OF TOTAL PROJECT: % OVERVIEW OF WORK PERFORMED: I® SUMMARY OF ACTUAL DBE UTILIZATION FOR PROJECT: ACTUAL PARTICIPATION:$ ACTUAL PERCENTAGE OF TOTAL PROJECT: % PROVIDE EXPLANATION OF ANY DIFFERENCES FROM BID/PROPOSED DBE UTILIZATION: cV r (ATTACH ADDITIONAL SHEETS AS NEEDED) C D N N CD P' I The undersigned certifies this Final Report on the Utilization of Disadvantaged Business Enterprises for this project. FL Name of Prime Contractor 0 Signature of Prime Contractor Date Print Name and Title NOTES: 1. THIS FORM IS DUE WITH FINAL PAY REQUEST FOR PRIME CONTRACTOR 2. DISTRIBUTION:ORIGINAL AND ONE COPY TO ENGINEER/ARCHITECT 3. THE DBEs SHOWN ON THIS FORM SHOULD BE THE SAME AS THOSE ORIGINALLY LISTED UNLESS AN AUTHORIZED SUBSTITUTION WAS ALLOWED OR THE CONTRACTOR USED MORE DBEs AND ADDITIONAL DBEs WERE ADDED. 4. THE ACTUAL DOLLAR AMOUNT SHOULD REFLECT ANY CHANGES MADE(ADDED OR REDUCED)IN WORK PERFORMED BY THE DBE. 5. THE CONTRACTOR SHOULD EXPLAIN IN WRITING WHY THE NAMES OF THE SUBCONTRACTORS,THE WORK ITEMS OR DOLLAR FIGURES ARE DIFFERENT FROM WHAT WAS ORIGINALLY SHOWN ON THE DBE BIDDER INFORMATION SUBMITTED WITH THE PRIME CONTRACTOR'S INITIAL/ORIGINAL BID TO MONROE COUNTY AND/OR THE COMPLETED "PROPOSED DBE UTILIZATION FORM"AND"DBE IDENTIFICATION FORM." 6. ANY WRITTEN EXPLANATION SHOULD BE ATTACHED TO THIS FORM PRIOR TO SUBMITTAL. GENERAL PROVISIONS III-114 Packet Pg. 3241 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 160 CONSTRUCTION CONTRACT CLAUSES AIRPORT IMPROVEMENT PROGRAM 160-01 LABOR PROVISIONS 1. Each Sponsor entering into a Construction Contract over Two Thousand Dollars ($2,000.00) for an Airport Development project is required to insert in the Contract the following provisions from 29CFR 5.5. Each Contractor is to include these provisions in each Construction Subcontract. a. Minimum Wages (1) 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 E 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 and fringe benefits on the wage determination for the classification of Work actually performed, without regard to skill, except as provided in paragraph d. of this clause. Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided that the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classification and wage rates conformed under a.(2) 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. GENERAL PROVISIONS III-115 Packet Pg. 3242 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual (2) (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: (A) The Work to be performed by the classification requested is not performed by a classification in the wage determination; and (B) The classification is utilized in the area by the construction industry; and (C) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. (ii) If the Contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the Contracting Officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be n, sent by the Contracting Officer to the Administrator of the Wage andHour 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.) (iii) In the event the Contractor, the laborers or mechanics to be employed in the classification or their representatives, and the Contracting Officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits where appropriate), the Contracting Officer shall refer the questions, including the views of all interested parties and the , recommendation of the contracting officer, to the Administrator for determination. The Administrator, or an authorized representative, will issue a determination within thirty (30) days of receipt and so advise or 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.) (iv)The wage rate (including fringe benefits where appropriate) ) determined pursuant to subparagraphs (2)(ii) or (iii) of this paragraph, shall be paid to all workers performing work in the classification under this Contract from the first day on which work is performed in the classification. (3) Whenever the minimum wage rate prescribed in the Contract for a class of laborers or mechanics includes a fringe benefitwhich is not expressed as an hourly rate, the Contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an GENERAL PROVISIONS III-116 Packet Pg. 3243 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual hourly cash equivalent thereof. (4) If the Contractor does not make payments to a trustee or other third person, the Contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, that the Secretary of Labor has found, upon the written request of the Contractor, that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the Contractor to set aside in a separate account assets forthe meeting of obligations under the Plan or Program. (Approved by the Office of Management and Budget under OMB control number 1215- 0140.) b. Withholding. The Federal Aviation Administration (FAA) shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld from the Contractor under this Contract or any other Federal Contract with the same prime contractor, or any other federally-assisted contract subject to Davis-Bacon prevailing wage requirements, which is held by the same prime contractor, so much of the n, 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 cV as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. c. Payrolls and Basic Records. (1) 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 thereafterfor 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 y 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 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 under a plan or program described in section 1(b)(2)(B) of the Davis-Bacon 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 to the laborers or mechanics affected, and records which show the costs anticipated or the actual costs incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. GENERAL PROVISIONS III-117 Packet Pg. 3244 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual (Approved by the Office of Management and Budget under OMB control number 1215-0140 and 1215-0017.) (2) (i) The Contractor shall submit weekly, for each week in which any contractwork is performed, a copy of all payrolls to the Applicant, 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 prime Contractor is responsible for the submission of copies of payrolls 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 cv following: (A) 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 cv complete; (B) That each laborer and mechanic (including each helper, apprentice and trainee) employed on the Contract during the payroll period has been paid the i 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; (C) 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. (iii)The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph c.(2)(b) of this section. (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. (3) The Contractor or subcontractor shall make the records required under paragraph c.(1) 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, GENERAL PROVISIONS III-118 Packet Pg. 3245 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual applicant or Owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. d. Apprentices and Trainees (1) 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 in his or herfirst ninety (90) days of probationary employment as an apprentice in such as apprenticeship program, who is not individually registered in the program, but who has been certified by the Bureau of 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 ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the Contractor's or E subcontractor's registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Bureau of Apprenticeship and Training, or a State Apprenticeship Agency recognized by the Bureau, withdraws approval of an apprenticeship program, the Contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the Work performed until an acceptable program is approved. (2) Trainees. Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the Work performed unless they are employed pursuant to and individually registered in a program which has GENERAL PROVISIONS III-119 Packet Pg. 3246 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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 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 corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate that is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the Work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the Contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. N N (3) During the performance of this Agreement, the CONTRACTOR, in accordance with Equal Employment Opportunity (30 Fed. Reg. 12319, 12935, 3 C.F.R. Part, 1964-1965 Comp., p. 339), as amended by Executive Order 11375, Amending Executive Order 11246 Relating to Equal Employment Opportunity, and implementing regulations at 41C.F.R. Part 60 (Office of Federal Contract Compliance Programs, Equal Employment Opportunity, Department of Labor). See 2 C.F.R. Part 200, Appendix II, ¶ C, agrees as follows: c a) The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, sexual orientation, gender identity, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex, sexual orientation, gender identity, 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 by the contracting officer setting forth the provisions of this nondiscrimination clause. GENERAL PROVISIONS III-120 Packet Pg. 3247 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual b) The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, sexual orientation, gender identity, or national origin. c) The contractor will not discharge or in any other manner discriminate against any employee or applicant for employment because such employee or applicant has inquired about, discussed, or disclosed the compensation of the employee or applicant or another employee or applicant. This provision shall not apply to instances in which an employee who has access to the compensation information of other employees or applicants as a part of such employee's essential job functions discloses the compensation of such other employees or applicants to individuals who do not otherwise have access to such information, unless such disclosure is in response to a formal complaint or charge, in furtherance of an investigation, proceeding, hearing, or action, including an investigation conducted by the employer, !i, or is consistent with the contractor's legal duty to furnish information. `V cv cv d) The contractor will send to each labor union or representative of workers with which it has a collective bargaining agreement or other contract or understanding, a notice to be provided by the agency contracting officer, advising the labor union or workers' representative of the contractor's commitments under section 202 of Executive Order 11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants c for employment. e) The contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. f) The contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by the rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. g) In the event of the contractor's non-compliance with the nondiscrimination clauses of this contract or with any of such GENERAL PROVISIONS III-121 Packet Pg. 3248 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual rules, regulations, or orders, this contract may be canceled, terminated or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. 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. e. 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 any subcontractor or lower tier subcontractor with all the Contract clauses in 29 CFR 5.5. f. 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 Contractor and a subcontractor as provided in 29 CFR 5.12. cv g. Davis-Bacon Act, as amended (40 U.S.C. §§3141-3148). When required by Federal program legislation, which includes emergency Management Preparedness Grant Program, Homeland Security Grant Program, Nonprofit Security Grant Program, Tribal Homeland Security Grant Program, Port Security Grant Program and Transit Security Grant Program, all prime construction contracts in excess of $2,000 awarded by non- Federal entities must comply with the Davis-Bacon Act (40 U.S.C. §§3141-3144, and §§3146-3148) as supplemented by Department of Labor regulations (29 CFR Part 5, "Labor Standards Provisions Applicable to Contracts Covering Federally Financed and Assisted Construction"). In accordance with the statute, contractors must be required to pay wages to laborers and mechanics at a rate not less than the prevailing wages specified in a wage determination made by the Secretary of Labor. In addition, contractors must be required to pay wages not less than once a week. If applicable, the COUNTY must place a current prevailing wage determination issued by the Department of Labor in each solicitation. The decision to award a contract or subcontract must be conditioned upon the acceptance of the wage determination. The COUNTY must report all suspected or reported violations to the Federal awarding agency. When required by Federal program legislation, which includes emergency Management Preparedness Grant Program, Homeland Security Grant Program, Nonprofit Security Grant Program, Tribal Homeland Security Grant Program, Port Security Grant Program and Transit Security Grant Program (it does not apply to other FEMA grant and cooperative agreement programs, including the Public Assistance Program), the contractors must also comply with the Copeland "Anti-Kickback"Act(40 U.S.C. § 3145), as supplemented by Department of Labor regulations (29 CFR Part 3, "Contractors and Subcontractors on Public Building or Public Work Financed in Whole or in Part by Loans or Grants from the GENERAL PROVISIONS III-122 Packet Pg. 3249 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual United States"). As required by the Act, each contractor or subrecipient is prohibited from inducing, by any means, any person employed in the construction, completion, or repair of public work, to give up any part of the compensation to which he or she is otherwise entitled. The COUNTY must report all suspected or reported violations to the Federal awarding agency. (1) Contractor. The contractor shall comply with 18 U.S.C. § 874, 40 U.S.C. § 3145, and the requirements of 29 C.F.R. pt. 3 as may be applicable, which are incorporated by reference into this contract. (2) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clause above and such other clauses as the FEMA may by appropriate instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all of these contract clauses. (3) Breach. A breach of the contract clauses above may be grounds for termination of the contract, and for debarment as a contractor and subcontractor as provided in 29 C.F.R. § 5.12.1. h. Disputes Concerning Labor Standards. Disputes arising out of the labor W 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. j. Certification of Eligibility. E 0 (1) 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). (2) No part of this Contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of section 3(a) of the Davis- Bacon Act or 29 CFR 5.12(a)(1). (3) The penalty for making false statements is prescribed in Criminal Code, 18 U.S.C. 1001. 2. The following clauses in paragraphs a., b., c., d., and e. 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 GENERAL PROVISIONS III-123 Packet Pg. 3250 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual watchmen and guards. a. 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%) times the basic rate of pay for all hours worked in excess of forty (40) hours in such work week. ' b. 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 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 !i� violation of the clause set forth in paragraph a. above, in the sum of ten dollars ($10.00) for each calendar day on 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 the clause set forth in paragraph a. above. C. Withholding for Unpaid Wages and Liquidated Damages. The FAA , shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause E 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 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. d. 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 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. e. Working Conditions. No contractor or subcontractor may require any GENERAL PROVISIONS III-124 Packet Pg. 3251 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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 Health Standards (29 CFR Part 1926) issued by the Department of Labor. 3. In addition to the provisions in 1 and 2 above, for contracts in excess of $2,000, the following is to be included in all contracts for work on airport development projects involving labor: Veterans Preference. In the employment of labor (except in executive, administrative and supervisory positions), preference shall be given to veterans of the Vietnam era and disabled veterans. However, this preference shall apply only where the individuals are available and qualified to perform the Work to which the employment relates. c 160-02 EQUAL EMPLOYMENT OPPORTUNITY REQUIREMENTS cv A. Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246, as amended). �- 1. As used in these Specifications: cv a. "Covered area" means the geographical area described in the solicitation from which this Contract resulted; b. "Director" means Director, Office of Federal Contract Compliance Programs (OFCCP), U.S. Department of Labor, or any person of whom ' the Director delegates authority; C. "Employer Identification Number" means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U.S. Treasury Department Form 941; d. "Minority" includes: 1) Black (all persons having origins in any of the black African racial groups not of Hispanic origin); 2) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American or other Spanish culture or origin regardless of race); 3) Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far East, Southeast, Asia, the Indian Subcontinent, or the Pacific Islands); and 4) American Indian or Alaskan native (all persons having origins in any of the original peoples of North America and maintaining identifiable tribal affiliations through membership and participation or community identification). GENERAL PROVISIONS III-125 Packet Pg. 3252 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2. Whenever the Contractor, or any subcontractor at any tier, subcontracts a portion of the Work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 (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. 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 area (including goals and timetables) shall be in accordance with that plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or subcontractor participating in an approved plan is individually required to comply with its obligations under the EEO clause and to make a good faith effort to achieve each goal under the Plan in each trade in which it has n, 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 i- achieve the plan goals and timetables. cv 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 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 union with whom the Contractor has a collective bargaining agreement to refer either minorities or women shall excuse the Contractor's obligations under these Specifications, Executive Order 11246, as amended, or the regulations promulgated pursuant thereto. 6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period and the Contractor must have made GENERAL PROVISIONS III-126 Packet Pg. 3253 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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: 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 cv maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such >- facilities. i- cv b. Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the 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 E 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 GENERAL PROVISIONS III-127 Packet Pg. 3254 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the Department of Labor. The Contractor shall provide notice of these programs to the sources complied under 7b above. f. Disseminate the Contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. g. Review, at least annually, the Company's EEO policy and affirmative action obligations under these Specifications with all cv 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 cv construction work on any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. h. Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the Contractor's EEO policy with other Contractors and subcontractors with whom the Contractor does or anticipates doing business. , I. Direct its recruitment efforts, both oral and written, to minority, a, female, and community organizations, to schools with minority and y female students; and 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. j. 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. GENERAL PROVISIONS III-128 Packet Pg. 3255 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual k. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3. I. 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. 0 n. Ensure that all facilities and company activities are nonsegregated except that separate or single-user toilet and necessary changing , facilities shall be provided to assure privacy between the sexes. o. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. cv P. Conduct a review, at least annually, of all supervisors, adherence to and performance under the Contractor's EEO policies and affirmative action obligations. 8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7a through p). The efforts of a contractor association, joint contractor-union, contractor-community, or other similar groups of which the Contractor is a c member and participant, may be asserted as fulfilling any one or more of its obligations under 7a through p of these Specifications provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensures that the concrete benefits of the program are reflected in the Contractor's minority and female 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 comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance. 9. A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide 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 GENERAL PROVISIONS III-129 Packet Pg. 3256 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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 under utilized). 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. 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 cV Executive Order 11246, as amended. 13. The Contractor, in fulfilling its obligations under these Specifications, shall implement specific affirmative action steps, at least as extensive as those cV 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 i executive order, the implementing regulations, or these Specifications, the Director shall proceed in accordance with 41 CFR 60-4.8. 14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be c 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 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). GENERAL PROVISIONS III-130 Packet Pg. 3257 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual B. Contractor Contractual 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: 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 covers a program set forth cv in Appendix 3 of the regulations. 3. SOLICITATIONS FOR SUBCONTRACTS, INCLUDING PROCUREMENT OF MATERIALS AND EQUIPMENT. In all solicitations either by cV 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 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 instructions. Where any information required of a Contractor is in the exclusive 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 E 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-131 Packet Pg. 3258 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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 noncompliance. Provided, however, that in the event a Contractor becomes 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 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 Opportunity 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 insure 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 cV 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. 0 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 which he has a collective bargaining agreement or other contract or 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 applicants for employment. 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 GENERAL PROVISIONS III-132 Packet Pg. 3259 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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 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, regulation, or order of the Secretary of Labor, or as otherwise provided by law. 7. The Contractor will include the portion of the sentence immediately cv preceding paragraph 1. and the provisions of Paragraph 1. through 7. in every subcontract or purchase order unless exempted by rules, >- regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246, as amended, of September 24, 1965, so that such cV provisions will be binding upon 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. 0 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. Copies of this poster will be furnished to contractors at the Pre-Construction Conference. A. Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246, as Amended). 1 . The Offerer's or Bidder's attention is called to the "Equal Opportunity Clause" and the "Standard Federal Equal Employment Opportunity E Construction Contract Specifications" set forth herein. 2. The goals and timetables for minority and female participation, expressed in percentage terms for the Contractor's aggregate work force in each trade on all construction work in the covered area are as follows: GENERAL PROVISIONS III-133 Packet Pg. 3260 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual TIMETABLES: Goals for minority participation for each trade 30.4 % Goals for Female participation in each trade 6.9 % These goals are applicable to all 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 c the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the Contract, and in each trade, and the Contractor shall make a good faith effort to employ minority and women evenly on each of its projects. The transfer of minority or female employees or trainees from contractor to contractor or from female employees or trainees from contractor to contractor or from project to !i, project, for the sole purpose of meeting the Contractor's goals, shall be a violation of the Contract, the Executive Order, and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed. i 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 $10,000 (Ten Thousand Dollars) at any tier of construction subcontract in excess of $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 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 GENERAL PROVISIONS III-134 Packet Pg. 3261 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual Area Office, at the Pre-Construction Conference. 2. Annual EEO-1 Report. Contractors/subcontractors working on Federally- assisted airport construction projects are required to file with the sponsor annually, on or before March 31, complete and accurate reports on Standard Form 100 (Employee Information Report, EEO-1). The first such report is required within thirty (30) days after award unless the Contractor/subcontractor 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). This form is normally furnished based on a mailing list, but can be obtained from the Equal Employment Opportunity Commission (EEOC) - Survey Division, 2401 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: 0 a. Nonexempt.Contractors/subcontractors are not exempt based on 41 CFR 60- 1.5, and b. Number of Employees. Has fifty (50) or more employees, n, 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 cV a depository of 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 tierwho work at the site are required to file if they meet the requirements of 41 CFR 60-1.7. 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. G. Requirement for Certification of Non-segregated Facilities. 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 E 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. GENERAL PROVISIONS III-135 Packet Pg. 3262 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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 and construction contracts where the subcontracts exceed $10,000 (Ten Thousand Dollars) and are not exempt from the provisions of the equal opportunity clause. 0 NOTE TO THE CONTRACTOR: This Certification is not required here if completed, signed and furnished to the Owner with the Proposal. cv Certification of Non-Segregated Facilities 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 perform their services at any location, under his control where segregated facilities are maintained. The Construction Contractor further certifies that he `V will not maintain or provide, for his employees segregated facilities at any of his i establishments and that he will not permit his 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 y 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. Signature of Contractor Title GENERAL PROVISIONS III-136 Packet Pg. 3263 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 160-03 MISCELLANEOUS CONTRACT PROVISIONS 1. Airport Improvement Program Project (AIP). The Work in this Contract is included in AIP Project No. which is being undertaken and accomplished by the Owner in accordance with the terms and conditions of a grant agreement between the Owner and the United States, under the Airport and Airway Improvement Act of 1982 and Part 152 of the Federal Aviation Regulations (14 CFR Part 152), 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. 0 2. 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. ' N 3. Veterans Preference. In the employment of labor (except in executive, >- administrative, and supervisory positions), the Contractor shall give !i° preference to veterans of the Vietnam era and disabled veterans as cV defined in Section 515(c)(1) and (2) of the Airport and Airway Improvement Act of 1982. i 4. FAA Inspection and Review. The Contractor shall allow any authorized representative of the FAA to inspect and review any work or materials used in the performance of this Contract. 5. Foreign Trade Restrictions. The Contractor or subcontractors, by submission of an offer and/or execution of a Contract, certifies that it: a. 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); b. 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. C. 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. GENERAL PROVISIONS III-137 Packet Pg. 3264 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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 solicitation, it will incorporate this provision for certification without modification in 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. 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 n, 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. 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 y fraudulent certification may render the maker subject to prosecution under Title 18, United States Code, Section 1001. 6. Subcontracts. The Contractor shall insure 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 subcontractors which they may enter into, together with a clause requiring this insertion in any further subcontracts that may in turn be made. 7. Clean Air and Water Pollution Control Requirements for All Construction Contracts and Subcontracts Exceeding $100,000 (One Hundred Thousand Dollars). GENERAL PROVISIONS III-138 Packet Pg. 3265 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual Contractors agree: a. That any facility to be used in the performance of the Contract or to benefit from the Contract is not listed on the Environmental Protection Agency (EPA) List of Violating Facilities. b. To comply with all the requirements of Section 114 of the Clean Air Act and Section 308 of the Federal Water Pollution Control Act and all regulations issued thereunder. C. That as a condition for award of a Contract, they will notify the awarding official of the receipt of any communication from the EPA indicating that a facility to be utilized for performance of or benefit from the Contract is under consideration to be listed on the EPA List of Violating Facilities. d. To include in any subcontract which exceeds $100,000 (One , Hundred Thousand Dollars), the requirements of(a), (b), and (c) above. STANDARD CLAUSE FOR SOLICITATIONS, CONTRACTS, AND SUBCONTRACTS >- REQUIRED FOR 49 CFR PART 29 cv 8. Certification Regarding debarment, Suspension, ineligibility, and voluntary Exclusion: i 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. 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. The Bidder/Offerer certifies, by submission of this proposal or acceptance of this Contract, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency. It further agrees by submitting this proposal that it will include this clause without modification in all lower tier transactions, solicitations, proposals, contracts and subcontracts. Where the Bidder/Offer/Contractor or any lower tier participant is unable to certify to this statement, it shall attach an explanation to this solicitation/proposal. 9. 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 GENERAL PROVISIONS III-139 Packet Pg. 3266 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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 requirements of 37 CFR Part 401, "Rights to Inventions Made by Nonprofit Organizations and Small Business Firms Under Government Grants, Contracts and Cooperative Agreements," and any implementing regulations issued by the awarding agency. 10. 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. cv 11. Compliance with Procurement of recovered materials as set forth in 2 CFR § 200.322. CONTRACTOR must comply with section 6002 of the Solid Waste !i, disposal Act, as amended, by the Resource Conservation and Recovery Act. The requirements of Section 6002 include procuring only items designated in guidelines of the Environmental Protection Agency (EPA) at 40 CPR part 247 that contain the highest percentage of recovered materials practicable, consistent with maintaining a 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 E materials identified in the EPA guidelines. 0 12. Right to Audit. Availability of Records. The records of the parties to this Agreement relating to the Project, which shall include but not be limited to accounting records (hard copy, as well as computer readable data if it can be made available; subcontract files (including proposals of successful and unsuccessful bidders, bid recaps, bidding instructions, bidders list, etc); original estimates; estimating work sheets; correspondence; change order files (including documentation covering negotiated settlements); backcharge logs and supporting documentation; general ledger entries detailing cash and trade discounts earned, insurance rebates and dividends; any other supporting evidence deemed necessary by Owner to substantiate charges related to this agreement, and all other agreements, sources of information and matters that may in Owner's reasonable judgment have any bearing on or pertain to any matters, rights, duties or obligations under or covered by any contract document (all foregoing hereinafter referred to as "Records") shall be open to inspection and subject to audit and/or reproduction by Owner's representative and/or agents of Owner. Owner may also conduct verifications such as, but not limited to, GENERAL PROVISIONS III-140 Packet Pg. 3267 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual counting employees at the job site, witnessing the distribution of payroll, verifying payroll computations, overhead computations, observing vendor and supplier payments, miscellaneous allocations, special charges, verifying information and amounts through interviews and written confirmations with employees, Subcontractors, suppliers, and contractors' representatives. All records shall be kept for seven (7) years after Final Completion. 160-04 E-VERIFY 1. The Contractor shall utilize the U.S. Department of Homeland Security's E-Verify system to verify the employment eli eligibility of all new employees hired b the Y fY9� YY c 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. cv END OF SECTION 160 cv i 0 GENERAL PROVISIONS III-141 Packet Pg. 3268 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 170 BUY AMERICAN PREFERENCES APPENDIX A Page 1 BUY AMERICAN CERTIFICATE JAN (1991) By submitting a bid/proposal under this solicitation, except for those items listed by the Offerer below or on a separate and clearly identified attachment to this bid/proposal, the Offerer certifies that steel and each manufactured product, is produced in the United States (as defined in the clause Buy American - Steel and Manufactured Products or Buy American — Steel and Manufactured Products for Construction Contracts) and that components of unknown origin are considered to have been produced or manufactured outside the United States. N Offerers may obtain from (insert Sponsor Representative) lists of articles, materials, and supplies excepted from this provision. PRODUCT COUNTRY OF ORIGIN `V cv cv i 0 GENERAL PROVISIONS III-142 Packet Pg. 3269 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual APPENDIX A Page 2 NOTICE TO BIDDERS BUY AMERICAN - STEEL AND MANUFACTURED PRODUCTS FOR CONSTRUCTION CONTRACTS (JAN 1991) (a) The Aviation Safety and Capacity Expansion Act of 1990 provides that preference be given to steel and manufactured products produced in the United States when funds are expended pursuant to a grant issued under the Airport Improvement Program. The following terms apply: 1. Steel and manufactured products. As used in this clause, steel and manufactured products include (1) steel produced in the United States or (2) a manufactured product produced in the United States, if the cost of its components mined, produced or manufactured in the United States exceeds 60 percent of the cost of all its components and final assembly has taken place in the United States. Components of foreign origin of the same class or kind as the products referred to in subparagraphs (b) (1) or (2) shall be treated as domestic. cv 2. Components. As used in this clause, components means those articles, materials, and supplies incorporated directly into steel and manufactured products. N 3. Cost of components. This means the costs for production of the components, exclusive of final assembly labor costs. (b) The successful bidder will be required to assure that only domestic steel and manufactured products will be used by the Contractor, subcontractors, materialmen, and suppliers in the performance of this contract, except those- (1 ) that the U.S. Department of Transportation has determined, under the c Aviation Safety and Capacity Expansion Act of 1990, are not produced in the United States in sufficient and reasonably available quantities and of a satisfactory quality; (2) that the U.S. Department of Transportation has determined, under the Aviation Safety and Capacity Expansion Act of 1990, that domestic preference would be inconsistent with the public interest; or (3) that inclusion of domestic material will increase the cost of the overall project contract by more than 25 percent. (End of Clause) GENERAL PROVISIONS III-143 Packet Pg. 3270 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual APPENDIX B Page 3 BUY AMERICAN - STEEL AND MANUFACTURED PRODUCTS FOR CONSTRUCTION CONTRACTS (JAN 1991) (a) The Contractor agrees that, only domestic steel and manufactured products will be used by the Contractor, subcontractors, materialmen, and suppliers in the performance of this contract, as defined in (b) below. (b) The following terms apply to this clause: 1. Steel and manufactured products. As used in this clause, steel and manufactured products include (1) those produced in the United States or (2) a manufactured product produced in the United States, if the cost of its components mined, produced or manufactured in the United States exceeds 60 percent of the cost of all its components and final assembly has taken place in the United States. N 2. Components. As used in this clause, components means those articles, materials, and supplies incorporated directly into steel and manufactured >- products. !i. N 3. Cost of components. This means the costs for production of the components, exclusive of final assembly labor costs. i (End of Clause) END OF SECTION 170 GENERAL PROVISIONS III-144 Packet Pg. 3271 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual INTENTIONALLY LEFT BLANK 0 cv cv CD cv M cv i 0 U GENERAL PROVISIONS III-145 Packet Pg. 3272 T.3.c` c cv SPECIAL PROVISIONS N m N CD Packet Pg. 3273 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual INTENTIONALLY LEFT BLANK cv cv CD cv M cv i 0 U SPECIAL PROVISIONS IV-2 Packet Pg. 3274 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual DIVISION IV SPECIAL PROVISIONS SP-1 - PROJECT GENERAL REQUIREMENTS.............................................................................IV-5 SP-2 - NOTICE TO PROCEED, CONSTRUCTION PHASING AND WORK SEQUENCING ..............................................................................IV-25 SP-3 - CONTRACT TIME AND LIQUIDATED DAMAGES...........................................................IV-27 SP-4 - PROTECTION OF AIRPORT CABLES, CONTROLS, NAVAIDS AND WEATHER BUREAU FACILITIES IV-29 SP-5 - RESIDENT PROJECT REPRESENTATIVE.......................................................................IV-31 cv SP-6 - SAFETY AND SECURITY REQUIREMENTS ....................................................................IV-33 �- SP-7 - LIST OF DRAWINGS............................................................................................................IV-43 CD cv SP-8 TEMPORARY FACILITIES IV-47 SP-9 - DEWATERING.......................................................................................................................IV-53 SP-10 - PRECEDENCE OF DOCUMENTS....................................................................................IV-55 SP-11 FINAL PAY REQUESTS AND RELATED FORMS IV-57 E 0 SP-12 - STANDBY TIME..................................................................................................................IV-59 SPECIAL PROVISIONS IV-3 Packet Pg. 3275 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 0 cv INTENTIONALLY LEFT BLANK CD cv M cv i 0 U SPECIAL PROVISIONS IV-4 Packet Pg. 3276 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SPECIAL PROVISION NO . 1 PROJECT GENERAL REQUIREMENTS 1. WORK LOCATION. The work will be performed at Florida Keys Marathon International Airport 2. SCOPE OF WORK The work includes the Hangars rehabilitation as detailed in the construction documents. 3. WORK PHASING AND SEQUENCING. Work phasing and sequencing requirements are stipulated in Special Provision No. 2 included hereinafter. 0 4. TIME OF COMPLETION AND LIQUIDATED DAMAGES. Work included in this contract shall be completed within one hundred eighty (180) calendar days from Notice to Proceed Construction as stipulated in Special Provision Nos. 2 and 3. cv 5. PLANS. The plans included in this contract are listed in Special Provision No. 7. 6. LOCATION OF EXISTING UNDERGROUND CABLES AND STRUCTURES. All cv existing cables, light fixtures, signs and related structures are to be protected by the Contractor in accordance with the provisions contained in Special Provision No. 4. i 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 Engineer who will then issue directions regarding a solution to the conflict(s). 8. CONSTRUCTION LAYOUT AND STAKES. Contractor shall furnish all lines, grades and measurements necessary for the proper prosecution and control of the work and contracted for under these specifications. The project layout surveying may be accomplished during daylight hours provided the Contractor meets the following conditions: SPECIAL PROVISIONS IV-5 Packet Pg. 3277 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual A. The Contractor shall notify the Engineer and Airport Manager forty-eight (48) hours in advance with dates and times surveying will be started so a NOTAM can be issued. B. No survey work shall be accomplished without the presence of the Engineer or his authorized representative. 9. VERIFICATION OF EXISTING CONDITIONS. Prior to bidding and commencing with construction, the Contractor shall familiarize himself as to the existing conditions. Should the Contractor discover any inaccuracies, errors or omissions between the actual existing conditions and the Contract Documents, he shall within fifteen (15) calendar days prior to Bid Opening, notify the Engineer in writing. Submission of Bid by the Contractor shall be held as an acceptance of the existing conditions by the Contractor. 0 10. SAFETY AND PROTECTION. A. General Project Safety: In as much as each work area will be accessible n, to and used by the public, the Owner and other companies doing business at the Airport during the construction period, it is the Contractor's >- responsibility to maintain each work area in a safe, hazard free condition at -- aII times. Should the Owner find the area unsafe at any time, they will notify the Contractor, and the Contractor shall take whatever steps necessary to remedy the unsafe condition. Should the Contractor not be immediately available for corrective action, the Owner will remedy the problem and the Contractor shall reimburse the Owner for the expense of such correction. B. Airfield and Security: This project must meet the security requirements set for by Key West International Airport 0 C. Protection of Property: Fixed structures, equipment, paving, , landscaping and vehicles (automobiles, trucks, etc.) shall be protected with drop cloths, shielding and other appropriate measures to ensure maximum protection of all property and vehicles. 11. 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 shall send a letter of introduction with the superintendent in which he advises the superintendent's full name and states that he is assigned to the project and will be in full responsible charge. This conference will be called by the Engineer or Owner's Authorized Representative (OAR), who will arrange for the Owner's representative and other interested parties to be present. At this time, all parties will discuss the project under contract and prepare a program of procedure in keeping with requirements of the drawings and specifications. The superintendent will henceforth make every effort to expeditiously coordinate all phases of the work, including the required reporting procedure, to obtain the end SPECIAL PROVISIONS IV-6 Packet Pg. 3278 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual result within the full purpose and intent of the drawings and specifications for the project. 12. COORDINATION AND PROGRESS MEETINGS A. General: The OAR 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 OAR 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 OAR 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 OAR 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. cv 13. ADMINISTRATIVE/SUPERVISORY PERSONNEL. The Contractor shall provide a full-time Project Management Team consisting of a Project Superintendent i 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 Owner as part of the Bidder Qualification Form. They shall have a minimum of five (5) years of experience ' on suitable projects of equal difficulty. The Project Superintendent shall be at the construction site at all periods when work is in progress. This person shall have full authority to act on the Contractor's behalf. It is agreed and understood that, if requested in writing by the Owner, 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. 14. 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 Engineer. 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 Owner and Engineer as soon E as possible when such events are known. B. Submit special reports directly to the Owner within one day of occurrence. Submit a copy of the report to the Engineer and other entities that are affected by the occurrence within one day of the occurrence. SPECIAL PROVISIONS IV-7 Packet Pg. 3279 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 15. SCHEDULE OF WORK. A. Prepare and submit, in triplicate, for the Engineer'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. C. Progress schedules shall be updated monthly. D. Percent complete shall be based on actual construction in place or dollar volume of the work. If dollar volume of the work reflects the greater percent complete, the maximum percent complete shall in no case exceed 5 percent of the value of the in-place construction. 16. PROGRESS SCHEDULE. cv Preliminary Schedule: Within 15 days after date of Notice of Award and Acceptance, the Contractor shall submit his preliminary network phasing W 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. 1) Arrange the schedule to indicate required sequencing of work and to show time allowances for submittals, inspections, and similar time margins. 2) The submitted schedule shall be reviewed by the Engineer and E Owner for conformance to Critical Dates and overall project completion time criteria. Lack of this information will be cause for rejection of the schedule. 3) Following initial submittal of schedule to and response by the Engineer, print and distribute the Progress Schedule to entities with a need-to-know responsibility, including three (3) copies to the Engineer. Post in temporary office space. Revise at intervals matching payment requests, and redistribute and repost. Provide copies required with payment requests. 17. MAINTENANCE OF SCHEDULE. The Contractor's Progress Schedule must be updated on a monthly basis, and a copy thereof submitted with each of the Contractor's Applications for Payment. The updated Progress Schedule shall not only indicate revisions to the Schedule for upcoming work but show "as-built" schedule progress data. The Engineer will not recommend for payment, by the Owner, an Application for Payment without the Contractor's submission of a Monthly Schedule Update. SPECIAL PROVISIONS IV-8 Packet Pg. 3280 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual A. If the Contractor's Monthly Schedule Update reflects, or the Engineer determines, that the Contractor is at least ten percent (10%) behind the original Progress Schedule or fourteen (14) or more calendar days behind the original Progress Schedule for: 1) the work as a whole; 2) a major Contract item; 3) an item of work which is on the critical path; or , 4) an item of work not on the original critical path that, because of the delay or anticipated delay became a critical path item; then the Contractor must submit with the Monthly Schedule Update his proposed plan for bringing the work back on schedule and completing the Work within the Contract time. , cv B. The Progress Schedule shall be coordinated by the Owner's Project Administrator with the overall schedule for the Airport Projects. The Contractor is required to revise the Progress Schedule promptly in accordance with the conditions of the work, subject to approval by the Owner's Project Coordinator and the Engineer. cv C. The Contractor shall comply fully with all time and other requirements of the Contract Documents. Recommendation of an Application of Payment of the Engineer and payment thereon by the Owner, without the submission of a Monthly Schedule Update, shall not constitute a waiver of the requirements of such updates, nor shall it relieve the Contractor from the obligation to complete the Work within the Contract Time. c D. Should a review of work indicate a critical path (milestone) item has fallen behind the approved schedule; at the option of the Engineer; 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. 18. 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 Engineer 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 SPECIAL PROVISIONS IV-9 Packet Pg. 3281 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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. 19. MAINTENANCE OF TRAFFIC. A. 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. B. Beginning date of Contractor's Responsibility: the Contractor's responsibility for maintenance of traffic shall begin on the day he starts the work and continue until Final Completion and Acceptance of the Project. cv C. Sections Not Requiring Traffic Maintenance: the Contractor will not be required to maintain traffic over those portions of the Project >- where no work is to be accomplished or where construction !i° operations will not affect aircraft operations. The Contractor, cv however, shall not obstruct nor create a hazard to any traffic during the prosecution of the work and shall be responsible for repair of any damage to existing pavement or facilities caused by his operations. D. 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. E. Contractor Signing: The Contractor may furnish and install construction traffic directional signs along the existing traffic route. The y signs shall depict Contractor's logo or name, directional arrows and "deliveries". Signs shall be of sufficient size to have 8" high message and shall be located at each decision point. All signs and their locations shall be approved by the Engineer and Owner. NO OTHER SIGNS ARE PERMITTED. F. Material Deliveries: The Contractor shall make his own material and equipment deliveries. No deliveries shall be made by vendors or suppliers without escort by a representative of the Contractor. G. Notification: On days when construction traffic is expected to be extra heavy or when oversized pieces of equipment are to be delivered, give minimum forty-eight (48) hours notice to the SPECIAL PROVISIONS IV-10 Packet Pg. 3282 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual Engineer. H. All Contractor's material orders for delivery to the work site will use as a delivery address, the street name and number assigned to the access point onto the airport. The name KEY WEST INTERNATIONAL AIRPORT shall not be used in the delivery address at any time. This will preclude delivery trucks from entering into aircraft operations areas inadvertently. All Contractor material orders for the work site shall be delivered to the areas designated as the Contractor's receiving area. All deliveries shall be made only during the Contractor's working hours. I. Interference Request: 1) The Contractor shall be responsible for notifying the Owner in writing and securing approval for any and all interruptions or interference with traffic (pedestrian, automobile, or other necessary function of the Airport or any of the Airlines). cv 2) The request shall include a traffic control plan indicating >- barricades, lighting and flagmen where required. !i' cv 3) Such notification shall be made as soon as possible but in no case less than 48 hours prior to interference. `V i 4) It is suggested that the Contractor utilize a standard form addressed to the Owner with a blank space for a description of the interference, the exact area affected, the exact times and dates the interference will take place and blanks for the Owner's approval. The forms shall be submitted in dupli- cate. No interference will be allowed until the Contractor has c received back a copy of the approved interference request form. J. Personnel Traffic: 1) General: All construction personnel shall be restricted to construction areas. They shall wear shirts with sleeves and long pants at all times. 2) Use of Public Areas: The Contractor's workmen shall not utilize public areas for taking their "work breaks" or "Iunchbreaks". Areas for this purpose can be designated by the Owner upon request. No Public Toilets shall be used by any workmen at any time. 20. DAILY CLEAN-UP AND TRASH REMOVAL. SPECIAL PROVISIONS IV-11 Packet Pg. 3283 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual A. Debris from this work shall be promptly removed from the site at least daily. It shall not be allowed to become a hazard to the safety of the public. B. The Contractor shall be responsible for clean-up and trash removal. Accumulation of trash and debris will not be allowed and the OAR may at any time direct the Contractor to immediately remove his trash and debris from the site of the work when in the opinion of the Owner such trash constitutes a nuisance or in any way hinders the work or the Airports operations. If the Contractor should fail to remove his trash and debris from the site of the work in a timely manner, the Owner may have this work performed and deduct the cost of such from Contractor's payment. 21. 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. n, B. Clean and perform maintenance on installed work as frequently as >- necessary through the remainder of the construction period. Adjust and !i° CD lubricate operable components to ensure operability without damaging effects. cv C. Limiting Exposure of Work: To the extent possible through appropriate control and protection methods, supervise performance of the work in i such a manner and by such means which will ensure that none of the work, whether completed or in progress, will be subjected to harmful, dangerous, damaging or otherwise deleterious exposure during the construction period. Such exposures include, where applicable, but not by way of limitation the following: 0 1) Excessive static or dynamic loading 2) Excessive internal or external pressures 3) Solvents 4) Chemicals 5) Light 6) Puncture 7) Abrasion 8) Heavy Traffic 9) Soiling 10) Combustion 11) Improper shipping or handling SPECIAL PROVISIONS IV-12 Packet Pg. 3284 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 12) Theft 13) Vandalism D. Protection at Openings: Contractor shall provide protection at all openings in structures and finishes to maintain the building weather and dust tight. All protection shall be of solid material and substantial so that it will not be disturbed by wind and weather normal to the area and season, and also tight fitting to prevent noise infiltration. E. Protection of Improvements: 1) Damage to Existing Facilities: Existing surfaces and materials of the Owner's property not requiring work by the Contract Documents that is damaged by the Contractor's operations shall be immediately repaired. Repaired surfaces and materials shall match existing adjacent undamaged surfaces and materials. Repair work shall be coordinated with the Engineer and Owner with regard to time and method. 2) Accidental Demolition: All structures or parts thereof that may become damaged due to accident or Contractor's error shall be restored to their original condition at no cost to the Owner. `V 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 Engineer in writing. F. Overhead Protection E 1) No cranes or other construction equipment shall cross over non- 0 construction personnel, their travel ways or ride systems. 2) The plan of operation of cranes and other hoisting equipment shall be established in writing by the Contractor. This plan of operation shall be subject to approval by the Engineer. 22. CONSERVATION AND SALVAGE A. General: It is a requirement for supervision and administration of the Work that construction operations be carried out with the maximum possible consideration given to conservation of energy, water and materials. In addition, maximum consideration shall be given to salvaging materials and equipment involved in performance of the work but not incorporated therein. Refer to other sections for required disposition of salvaged materials which are the Owner's property. SPECIAL PROVISIONS IV-13 Packet Pg. 3285 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 23. TESTING COST BORNE BY OWNER. Unless otherwise specified herein, all initial construction "acceptance" testing costs shall be borne by the Owner. An independent testing laboratory selected and responsible to the Engineer shall perform all "acceptance" testing required by the technical specifications or as directed by the Owner and/or the Engineer. 24. 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 shall pay the cost of all tests which may be necessary to satisfy the Engineer that specification requirements are satisfied. The Contractor shall pay for the Engineer's time spent in review and administrating such proposed substitution. 0 B. If materials or workmanship are used which fail to meet specification requirements, the Contractor shall pay the cost of all testing deemed necessary by the Engineer to determine the safety or suitability of the cv material or element. C. The Contractor shall pay for all testing costs including, but not limited to, power, fuel, and equipment cost which may be required for complete testing of all equipment and systems for proper operation. N D. The Contractor shall pay for all testing required for materials, job mix i designs, equipment, structures and related items included in all shop drawings and other submittals as required by the Technical Specifications to U- be submitted and approved by the Engineer prior to construction. ' 25. PROJECT DOCUMENTATION. A. Project Drawings: The successful Contractor will be furnished, at no charge, four (4) 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 Engineer. 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 SPECIAL PROVISIONS IV-14 Packet Pg. 3286 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual Engineer. Changes and deviations from the existing conditions shall be submitted in writing for approval by the Engineer or Owner prior to installation. In no case shall any unspecified equipment or materials be installed without prior approval by the Engineer. B. Record Documents: 1) Definition: Record copies are defined to include those documents or copies relating directly to performance of the work, which the Contractor is required to prepare or maintain for the Owner'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 show additional information of value to the Owner's records, but not indicated by the original Contract Documents. Record copies include newly-prepared drawings (if any are specified), marked-up n, 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. i 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 Engineer. Show all changes or work added on these Record Drawings in a contrasting color. 0 a) Mark-up Procedure: During progress of the work, maintain a white-print set (blue-line or black-line) of contract drawings and shop drawings, with mark-up of actual installations which vary substantially from the work as originally shown. Mark whatever drawing is most capable of showing actual physical condition, fully and accurately. Where shop drawings are marked up, mark cross-reference on contract drawings at corresponding location. Mark with erasable colored pencil, using separate colors where feasible to distinguish between changes for different categories of work at the same general location. Mark-up important additional information which was either shown schematically or omitted from original drawings. Give particular attention to information on work concealed, which would be difficult to identify or measure and record at a later date. Note alternate numbers, change order numbers and similar identification. Require each person preparing the mark-up to SPECIAL PROVISIONS IV-15 Packet Pg. 3287 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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 Engineer. The Engineer will then proceed with preparation of a full set of corrected contract drawings. The Engineer 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 Engineer. cv 3) Copies, Distribution: Upon completion of record drawings, the Engineer shall prepare blue-line or black-line prints of each drawing, regardless of whether changes and additional information were recorded thereon. The Engineer shall then organize into manageable sets, bind with durable paper cover sheets, and print suitable titles and dates. The markup set of prints maintained during the construction period shall be bound in the same manner. The Engineer will retain one copy set. At the completion of the project, the Engineer shall submit one set of prints, with changes noted thereon, to the Owner. Record Drawings shall contain the names, addresses and phone numbers of the General Contractor and the major sub-contractors. 0 4) The Engineer shall be the sole judge of the acceptability of the Record Drawings. Receipt and acceptance of the As-Built drawings is a pre-requisite for Final Payment. C. Record Specifications 1) During progress of the work, maintain one copy of specifications, including addenda, change orders and similar modifications issued in printed form during construction, mark-up variations (of substance) in actual work in comparison with text of specifications and modifications as issued. Give particular attention to substitutions, selection of options, and similar information on work where it is concealed or cannot otherwise be readily discerned at a later date by direct observation. Note related record drawing information and product data where applicable. Upon completion of the mark-up, submit to the Engineer for the Owner's records. Label the SPECIAL PROVISIONS IV-16 Packet Pg. 3288 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual front cover"PROJECT RECORD" in 1-1/2 inch high letters. 2) Where the manual is printed on one side of the page only, mark variations on blank left-hand pages of the Project Manual, facing printed right-hand pages containing original text affected by variation. D. Record Product Data During progress of the work, maintain one copy of each product data submittal, and mark-up significant variations in the actual work in comparison with submitted information. Include both variations in product as delivered to site, and variations from manufacturer's instructions and recommendations for installation. Give particular attention to concealed products and portions of the work which cannot otherwise be readily discerned at a later date by direct observation. Note related change orders and mark-up of record drawings and specifications. Upon completion of the mark-up, submit the complete set of product data submittals to Engineer for the Owner's records. Label each data submittal "PROJECT RECORD" in 1-1/2 inch high letters. E. Record Sample Submittal cv Immediately prior to the date(s) of substantial completion, the Engineer and Owner's personnel will meet with the Contractor on site, and will determine if any of the submitted samples maintained by the Contractor during progress of the work are to be transmitted to the Owner for record purposes. Comply with the Engineer's instructions for packaging, identification _ marking, and delivery to the Owner's sample storage space. Dispose of other , samples in the manner specified for disposal of surplus and waste materials, unless otherwise indicated by the Engineer. 0 F. Miscellaneous Record Submittals Refer to other sections of these specifications for requirements of miscellaneous record-keeping and submittals in connection with actual performance of the work. Immediately prior to the date(s) of substantial completion, complete miscellaneous records and place in good order, properly identified and bound or filed, ready for continued use and reference. Submit to the Engineer for the Owner's records. Categories of requirements resulting in miscellaneous work records are recognized to include, but are not limited to, the following: 1) Required field records on excavations, foundations underground construction, wells and similar work. 2) Surveys by a Registered Land Surveyor establishing lines and elevations of finished construction. SPECIAL PROVISIONS IV-17 Packet Pg. 3289 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3) Inspection and Test Reports: Where not processed as shop drawings or product data. 4) Asphalt or PCC pavement or backfill mix design record and/or certifications. 5) Concrete mix certifications. 6) Manufacturer's certifications that all fence component materials conform to specified ASTM specifications. Certifications shall be , accompanied by reports containing the test results for which the certifications are made. G. Project Close-out 0 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 the Owner and similar actions evidencing completion of the work. Specific requirements for individual units of work are specified in other sections. Time of close-out is >' directly related to substantial completion, and therefore may be a single time period for the entire work or a series of time periods for individual parts of the work which have been certified as substantially complete at different dates. The time variation, if any, shall be applicable to other provisions of this section. H. Prerequisites to Substantial Completion 1) Prior to requesting the Engineer's inspection for certification of substantial completion, for either the entire work or portions thereof, complete the following and list known exceptions in request: a) In progress payment request coincident with, or first following the date claimed, show 100% completion for the portion of work claimed as "substantially completed", or list incomplete items, value of incompleteness, and reasons for being incomplete. b) Include supporting documentation for completion as indicated in the Contract Documents. c) Submit statement showing accounting of changes to the Contract Sum. d) Advise the Owner of pending insurance change-over requirements. SPECIAL PROVISIONS IV-18 Packet Pg. 3290 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual e) Obtain and submit releases enabling the Owner'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, removed light fixtures, transformers and similar physical items to the Owner. g) Make final change-over of locks and transmit keys to the , Owner, and advise Owner's personnel of change-over in security provisions. h) Complete start-up testing of systems, and instructions of Owner's operating-maintenance personnel. Discontinue, or change over and remove from project site, temporary facilities and services, along with construction tools and facilities, mock-ups, barricades and similar elements. 2) Inspection Procedures: Upon receipt of the Contractor's request, the >' Engineer will proceed with inspection or advise the Contractor of `" prerequisites not fulfilled. Following initial inspection, the Engineer 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 i 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. I. Prerequisites to Final Acceptance 1) Prior to requesting the Engineer'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 Engineer'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 Engineer. b. Complete final cleaning up requirements, including touch-up of marred surfaces. C. Touch-up and otherwise repair and restore marred exposed finishes. SPECIAL PROVISIONS IV-19 Packet Pg. 3291 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2) Re-inspection Procedures: Following Substantial Completion, the Contractor shall correct or remedy all Punchlist items to the satisfaction of the Engineer and Owner within a two (2) week period after the Date of Substantial Completion. If subsequent inspections are necessary after the two week period in order to eliminate all deficiencies, the cost of all subsequent inspections with respect to the Owner and Engineer's time shall be paid by the Contractor. When ready, the Contractor shall request in writing a final inspection of the work. Upon completion of re- inspection, the Engineer 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. J. Prerequisites to Final Payment 1) Final Payment: Final Payment will be made after final acceptance of the project by the Engineer and Owner upon request by the Contractor on condition that the Contractor: a) Furnish properly executed complete releases of lien from all material men and subcontractors who have furnished materials or labor for the Work and submit supporting documentation not previously submitted and accepted. Include certificates of insurance for products and completed operations where required. b) Furnish the Contractor's Affidavit of Release of Liens (2 , copies) that all material men and subcontractors have been paid in full. In the event they have not been paid in full, the E Owner shall retain a sufficient sum to pay them in full and at his option may make direct payment as provided in Chapter 713, Florida Statutes, as amended, to obtain complete releases of lien. This authorization to make a direct payment is not an acknowledgement or waiver by the Owner that an unpaid Subcontractor Material man may seek payment from the Owner rather than from the Public Construction Bond Surety as required by Sect. 255.05, F.S. c) Furnish Contractor's Affidavit of Debts and Claims (2 copies). d) Furnish required sets of record drawings and maintenance and operating instructions of new mechanical equipment. e) Furnish guarantees signed by subcontractors, material suppliers, and countersigned by the Contractor for operating equipment. SPECIAL PROVISIONS IV-20 Packet Pg. 3292 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual f) Submit specific warranties, workmanship-maintenance bonds, maintenance agreements, final certifications and similar documents. g) Furnish a signed guarantee, in form acceptable to Engineer and Owner agreeing to repair or replace as decided by the Engineer, all work and materials that prove defective within one (1) year (or more) from the date of final acceptance, including restoration of all other work damaged in making such repairs or replacements. h) Furnish consent of Surety to final payment. i) Submit updated final statement, accounting for final changes to Contract Sum. 0 j) Submit evidence of final, continuing insurance coverage complying with insurance requirements. N k) Certify that all Social Security, Unemployment and all other taxes (City, State, Federal Government) have been paid. cv I) Provide receipt, as applicable, of affidavits certifying all labor standards of local, State, or Federal requirements have been complied with by the Contractor. K. 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 Engineer's reference during normal working hours. 1 ) Record Drawings: The Engineer shall organize record drawing sheets into manageable sets, bind with durable paper cover sheets, and print suitable titles, dates and other identification on cover of each set. 2) Record Specifications: Upon completion of mark-up, submit to the Engineer for the Owner's records. 3) Record Product Data: Upon completion of mark-up, submit a complete set to the Engineer for the Owner's records. 4) Record Sample Submittal: Comply with the Engineer's instructions for SPECIAL PROVISIONS IV-21 Packet Pg. 3293 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual packaging, identification, marking, and delivery to the Owner's sample storage space. 5) Miscellaneous Record Submittals: Complete miscellaneous records and place in good order, properly identified and bound or filed, ready for continued use and reference. Submit to the Engineer for the Owner's records. 6) Maintenance Manuals: Complete, place in order, properly identify and submit to the Engineer for the Owner's records. L. Close-out Procedures General Operating and Maintenance Instructions: Arrange for each installer of work requiring continuing maintenance or operation, to meet with the Owner's personnel 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 !i' operations, safety, economy, efficiency adjustments, and similar cV operations. Review maintenance and operations in relation with applicable warranties, agreements to maintain bonds, and similar continuing commitments. Permit owner employees to video tape operating and i maintenance instructions. 26. FINAL CLEANING. A. Provide final cleaning of the work, at the time indicated, consisting of cleaning each surface or unit of work to normal "clean" condition. B. Removal of Protection: Remove temporary protection devices and facilities which were installed during the course of the work to protect previous completed work during the remainder of the construction period. C. Compliances: Comply with safety standards and governing regulations for cleaning operations. Do not burn waste materials at site, nor bury debris or excess materials on Owner's property. 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. Where extra materials of value remain after the completion of the associated work have become the Owner's property, dispose of these as directed by the Owner. SPECIAL PROVISIONS IV-22 Packet Pg. 3294 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 0 cv cv CD cv M cv EL 0 SPECIAL PROVISIONS IV-23 Packet Pg. 3295 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 0 cv INTENTIONALLY LEFT BLANK cv CD cv M cv i 0 U SPECIAL PROVISIONS IV-24 Packet Pg. 3296 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SPECIAL PROVISION NO. 2 NOTICE TO PROCEED , CONSTRUCTION PHASING AND WORK SEQUENCING NOTICE TO PROCEED To avoid the Contractor from 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) Notice to Proceeds will be issued as follows: A. Notice to Proceed Permits 0 A Notice to Proceed permit will be issued ten (10) days after award of contract. At this time the Contractor shall accomplish the following activities, but not limited to: cv 1. Obtain permits as required for construction. �- 2. Prepare and transmit all shop drawings, submittals and certifications as required by the Contract Documents to the Engineer for review and approval. 3. Place orders for the purchase and delivery of equipment, i materials and supplies required to complete the work in accordance with the Contract Documents. 4. Prepare his staging area and establish haul routes. 5. 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 Engineer. No onsite construction activities shall be accomplished and the airport shall remain open to aircraft operations during this time. It is anticipated that the Notice To Proceed Permits will be issued in October 2020. B. Notice to Proceed Construction Only after the Contractor has obtained all the necessary permits, will the Notice to Proceed Construction 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. The Contractor shall submit a construction progress schedule to the Engineer in accordance with Section 16 of Special Provision No. 1. The progress schedule shall indicate the phasing and work sequencing SPECIAL PROVISIONS IV-25 Packet Pg. 3297 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual anticipated to be accomplished by the Contractor. No actual work shall begin until the construction progress schedule has been approved by the Engineer. It is anticipated that Notice to Proceed Construction will be issued in February 2021. At this time the Contractor shall develop all the construction activities necessary to complete the work in accordance with the contract documents. Three hundred (3) calendar days will be allowed to complete the work in its entirety. Construction work under this project will be accomplished during the day- time unless otherwise shown on the plans. The construction work included in this project has to be done as shown on the plans. 0 CONSTRUCTION PHASING AND WORK SEQUENCING cv Upon completion of the work, and before final payment, the contractor shall >- remove all equipment, surplus and discarded materials, rubbish, and shall !i° CD submit an as-built information signed and sealed by a professional land surveyor. N During the week of Fantasy Fest (October 31) and New Year week the contractor shall coordinate with the airport manager, OAR, and FBO's to isolate his work in some specific areas. The airport manager may instruct the Contractor to stop the work during this time. No additional time and/or cost will be granted to the Contractor. 0 SPECIAL PROVISIONS IV-26 Packet Pg. 3298 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SPECIAL PROVISION NO. 3 CONTRACT TIME AND LIQUIDATED DAMAGES CONTRACT TIME NOTICE TO DESCRIPTION PROCEED CONTRACT TIME TO , COMPLETE 0 cv The work includes Hangars NOTICE TO PROCEED Rehabilitation as detailed in the Maximum 180 CONSTRUCTION Calendar Days construction documents. cv 0 TOTAL CONTRACT TIME: Maximum 180 Calendar Days SPECIAL PROVISIONS IV-27 Packet Pg. 3299 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual LIQUIDATED DAMAGES If the work is not completed in accordance with the Contract, the Contractor will be assessed liquidated damages listed below for each calendar day the work overruns the allotted contract time. NOTICE TO PROCEED LIQUIDATED DAMAGES Failure to Complete Construction $500 Per Day within 180 days of NTP 0 cv cv cv cv i 0 SPECIAL PROVISIONS IV-28 Packet Pg. 3300 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SPECIAL PROVISION NO. 4 PROTECTION OF AIRPORT CABLES, CONTROLS, NAVAIDS AND WEATHER BUREAU FACILITIES A. The Contractor is hereby informed that there may be installed on the Airport FAA NAVAIDS including, without limitation, airfield lighting systems, electric cables and controls relating to such NAVAIDS and facilities. Such NAVAIDS and other facilities and electric cables must be fully protected during the entire construction time. Work under this contract can be accomplished in the vicinity of these facilities and cables only at , approved periods of time. Approval is subject to withdrawal at any time because of change in the weather, emergency conditions on the existing airfield areas, anticipation of emergency conditions, and for any other reason determined by the Owner's Authorized Representative (OAR) acting under the orders and instructions of the airport management and the designated FAA representative. Any instructions to this contractor to clear any given , area at any time by the OAR or the Airport Management shall be immediately executed. Construction work will be commenced in the cleared area only when additional instructions are issued by the Engineer. �- B. Power and control cables leading to and from any FAA NAVAIDS and other facilities have been located and shown from best available information and are approximate. The Contractor shall verify actual locations. Through the entire time of this construction, `V the Contractor shall not allow any construction equipment to cross power and i control cables leading to and from any FAA NAVAIDS or other facilities without first protecting the cable with steel boiler plate, or similar structural devices, on three (3') feet either side of the marked cable route. All excavation within three (3') feet of existing cables shall be accomplished by hand digging only. C. This Special Provision intends to make perfectly clear the need for protection of FAA c NAVAIDS and other facilities and cables by this contractor at all times. D. The Contractor shall immediately repair, at his own expense, with identical material by skilled workmen, any underground cables serving FAA NAVAIDS and other airport facilities, which are damaged by his workmen, equipment, or work. Prior approval of the FAA must be obtained for the materials, workmen, time of day or night, method of repairs, and for any temporary or permanent repairs the Contractor proposes to make to any FAA NAVAIDS and facilities damaged by the Contractor. Prior approval of the Engineer must be obtained for the materials, workmen, time of day or night, and for the method of repairs for any temporary or permanent repairs the Contractor proposes to make to any other airport facilities and cables damaged by this Contractor. If any repair requires splicing, it shall be spliced at the direction of the Engineer. No work shall be backfilled or covered prior to approval by the Engineer. E. The Contractor shall have a sufficient supply of extra cable, connectors, splice kits and light fixtures on site to temporarily jump around damaged or cut cables and fixtures if necessary to make the existing runway/taxiway/NAVAIDS systems operational during scheduled aircraft operation periods. SPECIAL PROVISIONS IV-29 Packet Pg. 3301 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 0 cv INTENTIONALLY LEFT BLANK '✓ cv CD cv M cv i 0 U SPECIAL PROVISIONS IV-30 Packet Pg. 3302 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SPECIAL PROVISION NO. 5 RESIDENT PROJECT REPRESENTATIVE 1. ON-SITE OBSERVATION. The Resident Project Observation for this contract shall be performed by the Engineer or his duly authorized representative. 2. DUTIES OF OWNER'S AUTHORIZED REPRESENTATIVE (OAR). The OARs Inspector's duties and responsibilities are to: a. Monitor performance of the Contractor; require correction of work that does not meet plans and specifications; and report serious problems to the Engineer and Owner. c b. Determine test sites/locations, coordinate and supervise testing. cv C. Interpret plans and specification details. d. Resolve minor construction problems. cv 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. E I. Maintain up-to-date records on quantities of work performed and 0 quantities of materials in place. j. Contact Engineer for advice and assistance when needed and when major problems arise. k. Recommend to the Engineer when a Change Order or Supplemental Agreement is required. SPECIAL PROVISIONS IV-31 Packet Pg. 3303 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 0 cv INTENTIONALLY LEFT BLANK cv CD cv M cv i 0 U SPECIAL PROVISIONS IV-32 Packet Pg. 3304 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SPECIAL PROVISION NO. 6 SAFETY AND SECURITY REQUIREMENTS 1. SAFETY REQUIREMENTS A. Construction Sequencing. All construction being accomplished under this contract shall be in accordance with the sequencing indicated on the drawings. B. Radio Communications. When working in an Air Operations Area (AOA), whether closed or not, the Contractor shall maintain communications by two-way radio with the Airport Radio Frequency during all hours of Radio Frequency operations. The Contractor's radios shall be capable of c operating on the ground control frequency assigned to the Radio Frequency. The radio operator shall be trained on the use of the radio, including the terminology normally used on airports for ground control communications. If the Contractor is operating in more than one general area on the airport at the same time, additional radios shall be provided to allow coordination of work activities with the Airport Frequency. cv In addition to the above requirements for radios for use by Contractor's personnel, the Contractor shall provide a similar two-way radio for exclusive use by the Resident Inspector during normal working hours throughout the contract time period. C. Construction Activity and Aircraft Movements. During the time that the Contractor is performing some work, the Airport will remain in use by aircraft except as provided herein. To the extent feasible and convenient, in the opinion of the Engineer, the use by aircraft of runways and taxiways adjacent to areas where the Contractor is working will be so scheduled as to reduce disturbance to the Contractor's operations. Aircraft operations, unless otherwise a, specified in the contract specifications, shall always have priority over y any and all of the Contractor's operations and the Contractor shall not allow his employees, sub-contractors, material men or any other persons over whom he has control, to enter or remain upon or allow any plant or materials to be brought or remain upon any part of the airport which, in the opinion of the Engineer, would be a hazardous location. Should aprons, runways or taxiways be required for use of aircraft and should the Engineer or Resident Inspector deem the Contractor to be too close to the portion used by aircraft for safety, he may in his sole discretion order the Contractor to suspend his operations, remove his personnel, plant, equipment and materials to a safe distance and stand by until the runway and taxiways are no longer required for use by aircraft. SPECIAL PROVISIONS IV-33 Packet Pg. 3305 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual D. Limitations of Construction 1) All Contractor vehicles that are authorized to operate on the Airport outside of the designated construction area limits or haul routes as specified on the plans and in the active Aircraft Operations Area (AOA) shall display in full view (3600) above the vehicle a 3' x 3' or larger orange and white checkerboard flag, each checkerboard color being 1' square. Any vehicle operating in the active AOA during the hours of darkness shall be equipped with a flashing amber (yellow) dome-type light mounted on top of the vehicle display in full view (3600) and of such intensity to conform to local codes for maintenance and emergency vehicles. 2) All Contractor vehicles that are required to cross active runways, taxiways and approach clear zones shall do so under direct control of a flagman. The flagman shall be trained and instructed by Airport Operations in the regulations governing operations on the AOA and the Airport. The flagman shall remain with his vehicle at all times. All aircraft traffic on n, runways, taxiways and aprons shall have priority over Contractor's traffic. In the event that flagman is not available, the Contractor must provide his >- authorized personnel with radios operating on the local ground control frequency of 121.9 for clearance when crossing active runways or taxiways. cv 3) No runway, taxiway apron or aircraft roadway shall be closed without written approval of the Airport Manager to enable necessary Notices to Airman (NOTAM) or advisories to airport service or tenants. A minimum of 48 hours notice of requested closing shall be directed to the Engineer who will coordinate the request with the Airport Manager. 4) Any construction activity within 200' of an active runway centerline or 92' from an active taxiway centerline or open excavations in excess of three inches (Y) deep within the above areas will require closure of the affected runway or taxiway unless otherwise approved by the Airport Manager. Closure requires the same provisions as Paragraph 3) above. 5) Open flames, welding or torch-cutting operations are prohibited unless adequate fire and safety precautions have been taken and the procedure approved by the Airport Manager. 6) Stockpiled material shall be constrained in a manner to prevent movement resulting from aircraft blast or wind conditions in excess of 10 knots. E SPECIAL PROVISIONS IV-34 Packet Pg. 3306 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 7) Open trenches, excavation and stockpiled material located in the AOA shall be prominently marked with flags and lighted by approved light units during hours of visibility and darkness. 8) Contractor to provide barricades across pavement to isolate construction activities from aircraft operating areas at locations as determined by the Resident Inspector. Barricades to be orange and white striped , low-profile type barricades with battery operated red flashing lights or approved equal. Each barricade shall have a minimum of two flashing lights with the intensity of the lights being of such brightness so as to be readily identified during darkness periods. Barricades to be spaced continuously. Barricades are to be sandbagged as necessary to prevent from being blown over. Barricades shall be removed at individual locations as paving in the area is completed. Cost of barricades shall be incidental and included in the mobilization c cost. .- 9) During runway closures, the Contractor shall use the runway closure cV markers (lighted X) provided by the Airport on each runway end (over runway numerals) in accordance with the special provisions of these >- specifications unless otherwise approved by the Engineer. !i° cv 10) The Contractor shall keep all active airfield pavement clear of all debris, stones and other materials during construction. All active pavement shall be cleaned and inspected by the Contractor's superintendent prior to release i of work crews after each shift of work. 11 ) All construction barricades shall be inspected by the Contractor's superintendent prior to release of work crews after each work shift to ensure barricades are properly placed and lighted for non-work hours. 12) Equipment, materials, open trenches, excavation and stockpiled material will not be allowed within 250' of centerline of active runways or within 92' of active taxiways after work operations are ceased each work shift. Coverings for open trenches must be of such strength as to support the weight of a 60,000 pound gross weight aircraft on an FAA dual-gear type undercarriage. 13) All existing facilities, equipment (runway/taxiway lights, visual aids, NAVAIDS, etc.) and underground utilities shall be carefully protected by the Contractor. Any damage to these items caused by SPECIAL PROVISIONS IV-35 Packet Pg. 3307 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual the Contractor or Sub-Contractors shall be immediately repaired and restored to a condition similar or equal to the original condition. E. Payment. No separate payment shall be made for the safety requirements stated above. All costs necessary to provide these items or services shall be included in other bid items quoted in the Bid Proposal. 2. SECURITY REQUIREMENTS - CONTRACTOR A. 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 the contract. 0 B. Construction Security Committee. The committee shall be established by the Manager or Director concurrent with the life of this contract to monitor, coordinate and adopt new security procedures relating to this contract. cv Meeting shall be scheduled by the Manager or Director. Committee membership shall include the CSO, the Manager or >- Director and such other personnel as the Manager or Director may !i° designate. N C. Contractor Personnel Security Orientation. The CSO shall be responsible for briefing all contractor personnel on these requirements i 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. D. Access to the Site. Contractor's access to the site shall be as shown on the plans. No other access points shall be allowed unless approved by c the Manager or Director. All contractor traffic authorized to enter the site shall be operated by personnel experienced in the route or guided by contractor personnel. The Contractor shall be responsible for traffic control to and from the various construction areas on airport property. The Contractor shall be responsible for immediate clean-up of any debris deposited along any route resulting from his 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 Resident Project Engineer or Representative. E. Materials Delivery to the Site. All Contractor's material deliveries to the site shall enter the airport only at designated gates and such deliveries shall be escorted to the construction site by experienced contractor personnel. This will preclude delivery trucks from entering into the airport or taking short cuts through the perimeter gates and entering into aircraft operation areas inadvertently. SPECIAL PROVISIONS IV-36 Packet Pg. 3308 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual F. Identification - Vehicles. The Contractor shall establish and maintain a list of contractor and sub-contractor vehicles authorized to operate on the site. Vehicle permits shall be assigned in a manner to assure positive control of all vehicles at all times. Each vehicle shall display a large company sign on both sides of vehicles. The CSO shall maintain a current list of companies authorized to enter and conduct work on the airport. Employee personal vehicles shall be parked in designated areas. These vehicles shall not enter the airfield at any time. All vehicles and equipment entering the job site shall display the company's logo and/or name. The Contractor shall disconnect backup beepers and prevent banging tailgates during nighttime operations. The Contractor will be required to use flaggers to direct equipment movement in the staging area during nighttime hours. G. Identification - Personnel. The Contractor's on site personnel shall be badged with identification from the Key West International Airport. The contractor's supervisor shall submit to a criminal history fingerprints check from the FBI via the Key West International Airport Security >- manager. All supervisors shall be required to attend an Airport Orientation seminar presented by the airport operations and cV security unit. All other non-supervisory personnel of the contractor and subcontractor shall be issued a construction worker security badge supplied by the Key West International Airport, said badges i will be issued to the Head Contractor for said project. The head contractor shall maintain a master list of all personnel issued said contractor security badges. The list shall be made available for the airport security unit inspection during all hours of construction on the airport. All personnel shall wear their badges on the outermost portion of their garment above their waist at all times while on the airport property. The contractor shall comply with all instructions issued by the airport security unit. The contractor shall provide the airport with the name and a 24 hour contact number for its security officer. Upon the completion of the FBI check, the contractor is issued full airport y access badge for the Key West International Airport (SIDA) and he will act as escort to all other personnel. The definition of escort will be explained during the airport training seminar. H. Manager or Director. The work on the Florida Keys Marathon International Airport shall be under the direction of the Airport Manager or his authorized agent(s). I. Construction Area Limits. The limits of construction, material storage areas, equipment storage area, parking area 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. SPECIAL PROVISIONS IV-37 Packet Pg. 3309 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual J. Contractor shall maintain security at all times during construction. K. Payment. No separate payment for the above security requirements shall be made. All costs necessary to cover these items a, and services shall be included as part of other bid items quoted in the Bid Proposal. 3. AIRPORT SECURITY REQUIREMENTS A. General. The federal Transportation Security Administration is the federal agency primarily responsible for overseeing the security measures utilized by the airport owner pursuant to the relevant provisions of Chapter 49, United States Code, and regulations adopted under the authority of the Code, including but not limited to 49 CFR 1540, et seq. Violations of the statutes or regulations may result in severe civil monetary penalties being assessed , against the airport operator. It is the intent of the airport operator that the burdens and consequences of any security violations imposed upon the airport operator as a result of actions by an >' airport tenant or the airport tenant's employees, agents, invitees, or licensees shall be borne (by the airport tenant. cv B. Airport Tenant Defined. An airport tenant means any person, entity, organization, partnership, corporation, or other legal i association that has an agreement with the airport operator to conduct business on airport property. The term also includes an airport tenant as defined in 49 CFR 1540.5. Each signatory to this Agreement, other than the airport operator, is an airport tenant. C. Airport Operator Defined. As used in this Agreement, airport c operator means Monroe County, Florida, its elected and appointed officers, and its employees. D. Airport Property Defined. Airport property shall mean the property owned or leased by, or being lawfully used by, the airport operator for civil aviation and airport-related purposes. For purposes of this Agreement, airport property is the property generally referred to as the Key West Airport, the Marathon Airport, or both as may be set forth in this Agreement. E. Inspection Authority. The airport tenant agrees to allow Transportation Security Administration (TSA) authorized personnel, at any time or any place, to make inspections or tests, including copying records, to determine compliance of the airport operator or airport tenant with the applicable security requirements of Chapter 49, United States Code, and 49 CFR SPECIAL PROVISIONS IV-38 Packet Pg. 3310 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1540, et seq. F. Airport Security Program. The airport tenant agrees to become familiar, to the extent permitted by the airport operator, with the Airport Security Program promulgated by the airport operator and approved by TSA, and also agrees to conform its' operations and business activities to the requirements of the Airport Security Program. G. Tenant Security Program. If permitted under TSA regulations, the airport tenant may voluntarily undertake to maintain an Airport Tenant Security Program as referred to in 49 CFR 1542.113. If the airport tenant voluntarily promulgates an Airport Tenant Security Program that is approved by TSA, such program, as may be amended and approved from time to time, shall be automatically incorporated into this Agreement. H. Breach of Agreement. Should TSA determine that the airport tenant or one or more of the airport tenant's employees, agents, invitees, or licensees has committed an act or omitted to act as required, and such act or omission is a violation which >- results in TSA imposing a civil penalty against the airport !i° operator in accordance with TSA's Enforcement Sanction cV Guidance Policy, such determination and imposition of a civil penalty by TSA shall be considered a significant breach of this Agreement. 1) Minimum Violation. If the violation is the first or second violation attributed to the airport tenant and is a civil penalty "minimum ' violation" as provided for in TSA's Enforcement Sanction Guidance Policy, the airport tenant may cure the breach by paying to the airport operator the total costs incurred by the airport operator, including any fines or penalties imposed, in investigating, defending, mitigating, compromising, or taking of remedial measures as may be agreed to by TSA, to include but not be limited to reasonable attorney's fees and costs incurred in the investigation, defense, compromising, mitigation, or taking of remedial action measures. If the violation is a third violation, or there are multiple violations in excess of two violations, that is or are a civil penalty "minimum violation", the airport tenant shall pay to the airport operator the total costs incurred by the airport operator, including any fines or penalties imposed, in investigating, defending, compromising, mitigating, or taking of remedial measures as may be agreed to by TSA, to include but not be limited to reasonable attorney's fees an d costs incurred in the investigation, defense, compromising, mitigation, or taking of remedial action measures; and, further, the airport operator shall have the right to unilaterally cancel this Agreement, such cancellation to be effective thirty calendar SPECIAL PROVISIONS IV-39 Packet Pg. 3311 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual days after receipt by the airport tenant of written notice of cancellation of this Agreement by the airport operator. 2) Moderate Violation. If the violation is the first or second violation attributed to the airport tenant and is a civil penalty "moderate violation" as provided for in TSA's Enforcement Sanction Guidance Policy, the airport tenant may cure the breach by paying to the airport operator the total costs incurred by the airport operator, including any fines or penalties imposed, in investigating, defending, compromising, mitigating, or taking of remedial measures as may be agreed to by TSA, to include but not be limited to reasonable attorney's fees and costs incurred in the investigation, defense, compromising, mitigation, or taking of remedial action measures; and, further, the airport tenant may cause al I of airport tenant's employees involved in the airport tenant's business operations on the airport property to undergo such security training as may be required by the airport operator. The total cost of the training shall be paid for by the airport tenant. If the violation is a third violation, or there are multiple violations in excess of two violations, that is or are a civil penalty "moderate violation", the airport tenant shall pay 'to the airport operator the total costs incurred by the airport operator, including any fines or penalties imposed, in investigating, defending, compromising, mitigating, or taking of remedial measures as may be agreed to by TSA, c to include but not be limited to reasonable attorney's fees and costs incurred in the investigation, defense, compromising, mitigation, or taking of remedial action measures; and, further, the airport operator shall have the right to unilaterally cancel this Agreement, such cancellation to be effective thirty calendar days after receipt by the airport tenant of written notice of cancellation of this Agreement by the airport operator. 3) Maximum Violation. If the violation is the first violation attributed to the airport tenant and is a civil penalty "maximum violation" as provided for in ITSA's Enforcement Sanction Guidance Policy, the airport tenant may cure the breach by paying to the airport operator the total costs incurred by the airport operator, including any fines and penalties SPECIAL PROVISIONS IV-40 Packet Pg. 3312 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual imposed, in investigating, defending, compromising, mitigating, or taking of remedial measures as may be agreed to by TSA, to include but not be limited to reasonable attorney's fees and costs incurred in the investigation, defense, compromising, mitigation, or taking of remedial action measures; and, further, the airport tenant may cause all of airport tenant's employees involved in the airport tenant's business operations on the airport property to undergo such security training as may be required by the airport operator. The total cost of the training shall be paid for by the airport tenant. If the violation is a second violation, or there are multiple violations, that is or are a civil penalty "maximum violation" the airport tenant shall pay to the airport operator the total costs incurred by the airport operator, including any fines or penalties imposed, in investigating, defending, compromising, mitigating, or taking of remedial measures as may be agreed to by TSA, to include but not be limited to reasonable attorney's fees and costs incurred in the investigation, defense, compromising, `V mitigation, or taking of remedial action measures; and, further, the airport operator shall have the right to unilaterally cancel this Agreement, such cancellation to be effective thirty calendar days after receipt by the airport tenant of written notice of cancellation of this Agreement by the airport operator. 4) Mitigation of Breach. TSA has a policy of forgoing civil penalty actions when the airport operator detects c violations, promptly discloses the violations to TSA, and takes prompt corrective action to ensure that the same or similar violations do not recur. This policy is known as the TSA Voluntary Disclosure Program Policy, and is designed to encourage compliance with TSA regulations, foster secure practices, and encourage the development of internal evaluation programs. The airport tenant agrees that upon detecting a violation the airport tenant will immediately report it to the airport operator. Should the TSA ultimately determine that the violation was committed by the airport tenant, or an employee, agent, invitee, or licensee of the airport tenant, but the violation should result in the issuance of a letter of correction in lieu of a civil penalty, then the airport tenant shall reimburse the airport operator the total costs incurred by the airport operator in investigating, defending, SPECIAL PROVISIONS IV-41 Packet Pg. 3313 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual mitigating, or taking of remedial measures as may be agreed to by TSA, to include but not be limited to reasonable attorney's fees and costs incurred in the investigation, defense, mitigation, or taking of remedial action measures. A violation resulting in the issuance of a letter of correction shall not be considered to be a breach of this Agreement by the airport tenant. 4) Survival of Sub-Section. This sub-section h shall survive the cancellation or termination of this Agreement, and shall be in full force and effect. I . Hold Harmless; Indemnification; Defense; Release; Survival. Notwithstanding any minimum insurance requirements prescribed elsewhere in this Agreement, the airport tenant agrees to hold harmless, indemnify, defend and release the airport operator, and the n, airport operator's elected and appointed officers and employees, from any claims, actions, causes of action, litigation, >- administrative proceedings, appellate proceedings, or other -- proceedings relating to any and all types of injury, including death, loss, damage, fines, penalties, or business interruption of any nature whatsoever, of or to any person or property in connection with the use of the airport property under this Agreement, regardless of causation and including criminal acts of third parties; and especially including any and all fines, penalties, out of pocket expenses, attorney's fees and costs, and costs of remediation or additional security measures required to be implemented by any governmental agency (including but not limited to the Federal Aviation Administration and the Transportation Security Administration) resulting from a violation of any federal law or federal regulation. This sub-section shall survive the cancellation or termination of this Agreement. SPECIAL PROVISIONS IV-42 Packet Pg. 3314 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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: Hangars Rehabilitation DRAWING INDEX CS-000 ARCHITECTURAL G-001 ARCHITECTURAL GENERAL NOTES G-002 ARCHITECTURAL SYMBOLS &ABBREVIATIONS A-100 REFERENCE SITE PLAN AD-101 DEMOLITION FLOOR PLAN T-HANGAR 1 AD-102 DEMOLITION FLOOR PLAN T-HANGAR 2 >- AD-103 DEMOLITION FLOOR PLAN T-HANGAR 3 -- AD-104 DEMOLITION FLOOR PLAN T-HANGAR 4 A-101 FLOOR PLAN T-HANGAR 1 cv A-102 FLOOR PLAN T-HANGAR 2 A-103 FLOOR PLAN T-HANGAR 3 A-104 FLOOR PLAN T-HANGAR 4 A-201 ELEVATIONS T-HANGAR 1 FL A-202 ELEVATIONS T-HANGAR 2 A-203 ELEVATIONS T-HANGAR 3 A-204 ELEVATIONS T-HANGAR 4 E 0 STRUCTURAL S-001 STRUCTURAL GENERAL NOTES S-101 FLOOR PLAN T-HANGAR 1 S-102 FLOOR PLAN T-HANGAR 2 S-103 FLOOR PLAN T-HANGAR 3 S-104 FLOOR PLAN T-HANGAR 4 ELECTRICAL E-001 ELECTRICAL GENERAL NOTES AND SYMBOL LEGEND ED-101 DEMOLITION FLOOR PLAN T-HANGAR 1 ELECTRICAL ED-102 DEMOLITION FLOOR PLAN T-HANGAR 2 ELECTRICAL ED-103 DEMOLITION FLOOR PLAN T-HANGAR 3 ELECTRICAL ED-104 DEMOLITION FLOOR PLAN T-HANGAR 4 ELECTRICAL E-101 FLOOR PLAN T-HANGAR 1 ELECTRICAL E-102 FLOOR PLAN T-HANGAR 2 ELECTRICAL E-103 FLOOR PLAN T-HANGAR 3 ELECTRICAL E-104 FLOOR PLAN T-HANGAR 4 ELECTRICAL SPECIAL PROVISIONS IV-43 Packet Pg. 3315 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SPECIAL PROVISION NO. 8 TEMPORARY FACILITIES a, 1. GENERAL DEFINITIONS A. This section specifies certain minimum temporary facilities to be provided regardless of methods and means selected for performance of the work but not by way of limitation and not assured for compliance with governing regulations. Use of alternate temporary facilities may be permitted subject to the Engineer's and Owner's approval and acceptance. 0 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 Engineer and Owner. 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. N D. Dust Control: Adequate measures shall be taken to prevent the transfer of dust to `V other areas of the airport complex. i 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 and the placing of permanent fire protection facilities in operating condition at earliest c feasible date, provide fire extinguishers of types and sizes recommended by NFPA or any other governing authority or agency. 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. G. Environmental Protection: Review exposure to possible environmental problems with the Engineer and Owner. Establish procedures and discipline among tradesmen and provide needed facilities which will protect against environmental problems (pollution of air, water and soil, excessive noise and similar problems). SPECIAL PROVISIONS IV-44 Packet Pg. 3316 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2. TEMPORARY PROTECTION Provide facilities and services as necessary to effectively protect project from losses and persons from injury during the course of construction. The existing utilities shall not be modified for use by the Contractor. Do not interrupt existing services serving occupied or used facilities except when authorized in writing by the Owner. Provide temporary services during interruptions to existing utilities as acceptable to the Owner. The Contractor shall furnish electrical and water utilities as required and provide temporary power, telephone and system connections where required by the Owner to continue operation of existing equipment or systems during construction. 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 Engineer and Owner. All costs for connection to utilities shall be paid for by the Contractor. Water, electric and telephone will be available on site. W Equipment not in use during construction, nights and/or holidays shall be parked in areas designated by the Engineer and Owner. Construction workers' private vehicles shall be parked within the areas. i B. During construction, the Contractor shall maintain these areas in a neat condition. The Contractor's vehicles, equipment and materials shall be stored in the areas designated by the Engineer. Upon completion of the work, the staging and E storage areas shall be cleaned up and returned to their original condition to the satisfaction of the Owner. 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. 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. C. If additional storage areas are needed, the Contractor may request it from the Engineer. 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. 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 SPECIAL PROVISIONS IV-45 Packet Pg. 3317 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual regulatory agency. The cost of the access with all associated permits are the Contractor's responsibility. B. De-watering: Maintain construction work free of water accumulation. Do not endanger 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. 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. 0 B. Drinking Water: Provide either pipe-connected potable water fountains or electric cooled bottled water fountains or insulated potable water containers in work areas spaced so that personnel at the site will travel no more than 300 feet. C. Toilets: Furnish adequate temporary sanitary facilities within the W Contractor's staging and storage areas located on the drawings for the `V use of workmen during the entire period of construction. Temporary facilities shall be furnished at a minimum ratio of one toilet for each 25 workmen 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. Toilets shall be placed or installed in conformity with local governing code E 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 c overturning by wind. Provide standard, roll-type toilet paper holder and a supply of standard, roll-type toilet tissue. The premises shall be thoroughly disinfected at least twice each week. Provide means for locking the door from the outside and keep locked at all times except during hours that workmen are at the project site. SPECIAL PROVISIONS IV-46 Packet Pg. 3318 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 6. TEMPORARY UTILITY SERVICES A. The Contractor shall coordinate the requirements for temporary utilities with the Owner 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. i E. The Contractor is responsible for obtaining and paying for all utilities that he requires at the project site. 7. STAGING, STOCKPILE AND SPOIL AREAS E The staging area(s) depicted on the plans shall be used to store all idle c equipment, supplies and construction materials (other than bulk materials such as aggregate, sand and soil). The Contractor may erect and maintain throughout the life of this contract, at his 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. Additionally, the perimeter of any staging area which abuts an active operation pavement shall be marked with red flashing barricades no more than 50 feet apart. Upon completion of all work, remove all construction fencing and barricades from the project site. 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 SPECIAL PROVISIONS IV-47 Packet Pg. 3319 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual cleaned up and returned to its original condition to the satisfaction of the Owner. 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. 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 Engineer when absolutely necessary. Parking of construction workers' private vehicles shall also be within the staging area construction fence. Stockpile areas shall be used to store all bulk materials needed for the project and may or may not be fenced at the Contractor's option. However, yellow flashing barricades shall be installed where potential conflicts with air or ground vehicular traffic might occur. Separate stockpiles shall be created for the project construction. Separate stockpiles shall be created for structural soil and topsoil. Stockpiles shall not n, penetrate the FAR Part 77 imaginary surfaces. All other waste material, including rubble and debris, shall be removed from the Airport at the Contractor's expense. N No stockpile areas to store all bulk materials for the project are provided. All material removed by excavation, such as concrete, asphalt or limerock, trash, i rubbish and vegetation shall be transported off the Airport limits when it is taken up. It will not be stockpiled on Airport property. The Contractor shall provide all necessary temporary environmental controls as required by laws, regulations or as directed by the Engineer (including, but not limited to: hay bales, siltation fence, etc.) to protect the environment from erosion of any stockpile areas. The cost for these temporary environmental controls shall be considered incidental to the project. SPECIAL PROVISIONS IV-48 Packet Pg. 3320 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 0 cv INTENTIONALLY LEFT BLANK cv CD cv M cv i 0 U SPECIAL PROVISIONS IV-49 Packet Pg. 3321 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SPECIAL PROVISION NO . 9 DEWATERING Dewatering operations and any permits necessary to complete any portion of this project, including but not limited to drainage pipe and structure installation shall be considered incidental to the bid item for which de-watering may be necessary. All water pumped out of construction areas shall be discharged through a portable sediment removal/filtration system (dewatering bag) prior to discharge into a storm sewer inlet. No separate payment will be made for the cost of dewatering. 0 cv cv cv cv i 0 SPECIAL PROVISIONS IV-50 Packet Pg. 3322 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 0 cv INTENTIONALLY LEFT BLANK cv CD cv M cv i 0 U SPECIAL PROVISIONS IV-51 Packet Pg. 3323 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SPECIAL PROVISION NO . 10 PRECEDENCE OF DOCUMENTS 1. GENERAL. The Bid Documents, Contract, Special Provisions, General Provisions, Specifications, Plans and all referenced Standards cited in these documents are essential parts of the contract requirements. A requirement occurring in one is as binding as though occurring in all. They are intended to be complementary to describe and provide for a complete work. 2. ORDER OF PRECEDENCE. In case of conflicts within the above-mentioned documents, the order of precedence shall be as follows: 0 A. Bid Documents (Division ()(including any and all Addenda) B. Contract (Division II) C. Special Provisions (Division IV) D. Technical Specifications (Division V) cv cv E. General Provisions (Division III) i F. Plans (large scale detail drawings over smaller scale general drawings) 0 SPECIAL PROVISIONS IV-52 Packet Pg. 3324 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 0 cv INTENTIONALLY LEFT BLANK N CD cv M cv i 0 U SPECIAL PROVISIONS IV-53 Packet Pg. 3325 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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 and in Special Provision No. 1 PROJECT GENERAL REQUIREMENTS Section 25 (Division IV). All pay requests shall be prepared by the Contractor within the time frames stipulated in the County Procedures unless otherwise approved by the Engineer and Owner. 0 Pay Requests and related forms shall be submitted in one (1) original and one (1) copy to the Engineer, unless otherwise instructed by him. Contractor shall use Monroe County Application for Payment form which will be provided to contractors at the pre-construction n, meeting, and shall provide related forms from the American Institute of Architects, such as: ❑ Change Order (Form G-701) -- ❑ Certificate of Substantial Completion (Form G-704) ❑ Contractor's Affidavit of Payment of Debts and Claims (Form G-706) ❑ Contractor's Affidavit of Release of Liens (Form G-706A) `V i ❑ Consent of Surety to Final Payment (Form G-707) 0 SPECIAL PROVISIONS IV-54 Packet Pg. 3326 L3.c Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 0 cv cv CD INTENTIONALLY LEFT BLANK cv i 0 U SPECIAL PROVISIONS IV-55 Packet Pg. 3327 T.3.d Florida Keys Marathon International Airport Monroe County Hangars Rehabilitation Bid Documents Project Manual - Volume 2 TECHNICAL SPECIFICATIONS 0 CV `.. SSG it N �] N � r CD r 011 I J Z Prepared for: N THE MONROE COUNTY E BOARD OF COUNTY COMMISSIONERS Ms. Michelle Coldiron, District 2 Mayor Pro Tem Ms. Heather Carruthers, District 3 Mayor Mr. Craig Cates, District 1 Commissioner Mr. David Rice, District 4 Commissioner Ms. Sylvia Murphy, District 5 Commissioner Prepared by: JACOBS 3150 SW 38th Ave., Suite 700 Doral, FL 33146 305.441 .1864 OCTOBER 2020 Packet Pg. 3328 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 000010— TABLE OF CONTENTS VOLUME 1 -BIDDING REQUIREMENTS AND CONTRACT FORMS Division I—Bid Documents Division II- Contract Division III - General Provisions Division IV- Special Provisions VOLUME 2 - TECHNICAL SPECIFICATIONS 0 Division 01 General Requirements 011000 Summary N 012100 Allowances w 012200 Unit Prices N • 012500 Substitution Procedures N 012600 Contract Modification Procedures o 012900 Payment Procedures 013100 Project Management and Coordination 013200 Construction Progress Documentation m • 013233 Photographic Documentation 6 • 013300 Submittal Procedures • 013516 Alteration Project Procedures • 014000 Quality Requirements • 014200 References • 015000 Temporary Facilities and Controls • 016000 Product Requirements 017300 Execution 017419 Construction Waste Management and Disposal 017700 Closeout Procedures 017823 Operation and Maintenance Data 017839 Project Record Documents • 017900 Demonstration and Training TABLE OF CONTENTS 000010 - 1 Packet Pg. 3329 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual Division 02 Existing Conditions • 024119 Selective Demolition Division 05 Metals • 055119 Metal Grating Stairs Division 06 Wood,Plastics, and Composites • 061000 Rough Carpentry 0 Division 07 Thermal and Moisture Protection • 072100 Thermal Insulation , N • 078413 Penetration Firestopping 078443 Joint Firestopping >' 079200 Joint Sealants N CD N Division 08 Openings 083713 Bi-fold Overhead Doors z 087111 Door Hardware (Descriptive Specification) �- e 089119 Fixed Louvers N 089516 Wall Vents 2 0 Division 09 Finishes • 092216 Non-Structural Metal Framing 092900 Gypsum Board 096513 Resilient Base and Accessories 096813 Tile Carpeting • 099113 Exterior Painting m • 099123 Interior Painting Division 13 Special Construction 133419 Metal Building Systems TABLE OF CONTENTS 000010 -2 Packet Pg. 3330 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual Division 22 Plumbing • 224713 Drinking Fountains Division 23 Heating,Ventilating and Air Conditioning(HVAC) • 230513 Common Motor Requirements for HVAC Equipment 233423 HVAC Power Ventilators 238113.11 Packaged Terminal Air-Conditioners Through-Wall Units 0 Division 26 Electrical 260519 Low-Voltage Electrical Power Conductors and Cables , N • 260526 Grounding and Bonding for Electrical Systems 260533 Raceways and Boxes for Electrical Systems >' 260553 Identification for Electrical Systems W N 265119 LED Interior Lighting � N 265619 LED Exterior Lighting EL N m 0 CD TABLE OF CONTENTS 000010 - 3 Packet Pg. 3331 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 011000 - SUMMARY PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Project information. 2. Work covered by Contract Documents. 3. Phased construction. 4. Work by Owner. >- 5. Future work. 6. Purchase contracts. 7. Owner-furnished products. 8. Contractor-furnished, Owner-installed products. "' 9. Access to site. 10. Coordination with occupants. 11. Work restrictions. z 12. Specification and drawing conventions. cv 13. Miscellaneous provisions. a) E 2 B. Related Requirements: 1. Section 015000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities. 1.3 PROJECT INFORMATION A. Project Identification: Florida Keys Marathon International Airport, Monroe County, Hurricane Repairs 1. Project Location: 9400 Overseas Highway, Marathon, FL 33050 E B. Owner: Monroe County 1. Owner's Representative: Erick D'Leon, 9400 Overseas Highway, Suite 200, Marathon, FL 33050. 305.809.5209. Dleon-Erick@monroecounty-fl.gov SUMMARY 011000 - 1 Packet Pg. 3332 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual C. Architect: Jacobs Engineering Group, Inc., 3150 S.W. 38th Avenue, Suite 700, Miami, FL 33146. Kevin Regalado, AIA, 305.392.2453,kevin.regalado@jacobs.com D. Architect's Consultants: The Architect has retained the following design professionals who have prepared designated portions of the Contract Documents: 1. Environmental Engineer: EE&G, Richard Grupenhoff, 305.970.8609, RGrupenhoff@eeandg.com = 1.4 WORK COVERED BY CONTRACT DOCUMENTS ' A. The Work of Project is defined by the Contract Documents and consists of the following: 1. Hurricane Repairs for the existing Hangar Buildings. c B. Type of Contract: 1. Project will be constructed under a single prime contract. N 1.5 PHASED CONSTRUCTION cv CD A. The Work shall be conducted in phases, with each phase substantially complete as indicated on the contract documents. i B. Before commencing Work of each phase, submit an updated copy of Contractor's construction schedule showing the sequence, commencement and completion dates for all phases of the Work. cv m 1.6 ACCESS TO SITE 2 A. General: Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section. B. Use of Site: Limit use of Project site to work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated. 1. Driveways, Walkways and Entrances: Keep driveways and entrances serving premises clear and available to Owner, Owner's employees, 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 by construction operations. b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site. SUMMARY 011000 - 2 Packet Pg. 3333 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual C. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period. Repair damage caused by construction operations. 1.7 COORDINATION WITH OCCUPANTS A. Full Owner Occupancy: Owner will occupy site and existing building(s) during entire construction period. Cooperate with Owner during construction operations to minimize conflicts = and facilitate Owner usage. Perform the Work so as not to interfere with Owner's day-to-day operations. Maintain existing exits unless otherwise indicated. .� 1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and approval of authorities having c jurisdiction. 2. Notify Owner not less than 72 hours in advance of activities that will affect Owner's operations. N B. Partial Owner Occupancy: Owner will occupy the premises during entire construction period, with the exception of areas under construction. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's operations. Maintain existing exits unless otherwise indicated. N M 1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and authorities having jurisdiction. 2. Provide not less than 72 hours' notice to Owner of activities that will affect Owner's operations. N C. Owner Limited Occupancy of Completed Areas of Construction: Owner reserves the right to :5 occupy and to place and install equipment in completed portions of the Work, prior to 6 Substantial Completion of the Work, provided such occupancy does not interfere with completion of the Work. Such placement of equipment and limited occupancy shall not constitute acceptance of the total Work. 1. Architect will prepare a Certificate of Substantial Completion for each specific portion of M the Work to be occupied prior to Owner acceptance of the completed Work. 2. Before limited Owner occupancy, mechanical and electrical systems shall be fully operational, and required tests and inspections shall be successfully completed. On occupancy, Owner will operate and maintain mechanical and electrical systems serving occupied portions of Work. 3. On occupancy, Owner will assume responsibility for maintenance and custodial service for occupied portions of Work. 1.8 WORK RESTRICTIONS A. Work Restrictions, General: Comply with restrictions on construction operations. SUMMARY 011000 - 3 Packet Pg. 3334 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction. B. On-Site Work Hours: Limit work in the existing building to normal business working hours of 7:00 a.m. to 5:00 p.m., Monday through Friday,unless otherwise indicated. C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary = utility services according to requirements indicated: 1. Notify Owner not less than two days in advance of proposed utility interruptions. .� 2. Obtain Owner's written permission before proceeding with utility interruptions. D. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with Owner. 0 1. Notify Owner not less than two days in advance of proposed disruptive operations. 2. Obtain Owner's written permission before proceeding with disruptive operations. cv E. Controlled Substances: Use of tobacco products and other controlled substances on Project site is not permitted. F. Employee Identification: Provide identification tags for Contractor personnel working on N Project site. Require personnel to use identification tags at all times. cv G. Employee Screening: Comply with Owner's requirements for drug and background screening of i Contractor personnel working on Project site. I. Maintain list of approved screened personnel with Owner. ' cv m 1.9 SPECIFICATION AND DRAWING CONVENTIONS 0 A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows: 1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied s where a colon ()is used within a sentence or phrase. s 2. Specification requirements are to be performed by Contractor unless specifically stated otherwise. B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications. C. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products: SUMMARY 011000 - 4 Packet Pg. 3335 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections. 2. Abbreviations: Materials and products are identified by abbreviations published as part of the U.S.National CAD Standard and scheduled on Drawings. 3. Keynoting: Materials and products are identified by reference keynotes referencing Specification Section numbers found in this Project Manual. PART 2 -PRODUCTS (Not Used) PART 3 - EXECUTION(Not Used) END OF SECTION 011000 0 cv cv CD cv M cv i cv m 0 SUMMARY 011000 - 5 Packet Pg. 3336 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 012100 - ALLOWANCES PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements governing allowances. 1. Certain items are specified in the Contract Documents by allowances. Allowances have , been established in lieu of additional requirements and to defer selection of actual materials and equipment to a later date when direction will be provided to Contractor. If necessary, additional requirements will be issued by Change Order. B. Types of allowances include the following: 1. Contingency allowances. 2. Testing and inspecting allowances. C44 3. Permitting allowances. C. Related Requirements: 1. Section 014000 "Quality Requirements" for procedures governing the use of allowances for testing and inspecting. m E 0 1.3 SELECTION AND PURCHASE A. At the earliest practical date after award of the Contract, advise Architect of the date when final selection and purchase of each product or system described by an allowance must be completed to avoid delaying the Work. B. At Architect's request, obtain proposals for each allowance for use in making final selections. Include recommendations that are relevant to performing the Work. C. Purchase products and systems selected by Architect from the designated supplier. 1.4 ACTION SUBMITTALS A. Submit proposals for purchase of products or systems included in allowances, in the form specified for Change Orders. ALLOWANCES 012100 - 1 Packet Pg. 3337 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1.5 INFORMATIONAL SUBMITTALS A. Submit invoices or delivery slips to show actual quantities of materials delivered to the site for use in fulfillment of each allowance. B. Submit time sheets and other documentation to show labor time and cost for installation of allowance items that include installation as part of the allowance. C. Coordinate and process submittals for allowance items in same manner as for other portions of the Work. 1.6 COORDINATION A. Coordinate allowance items with other portions of the Work. Furnish templates as required to coordinate installation. c 1.7 CONTINGENCY ALLOWANCES A. Use the contingency allowance only as directed by Architect for Owner's purposes and only by Change Orders that indicate amounts to be charged to the allowance. N B. Contractor's overhead, profit, and related costs for products and equipment ordered by Owner N under the contingency allowance are included in the allowance and are not part of the Contract Sum. These costs include delivery, installation, taxes, insurance, equipment rental, and similar costs. et C. Change Orders authorizing use of funds from the contingency allowance will include Contractor's related costs and reasonable overhead and profit margins. E D. At Project closeout, credit unused amounts remaining in the contingency allowance to Owner 2 by Change Order. 1.8 TESTING AND INSPECTING ALLOWANCES A. Testing and inspecting allowances include the cost of engaging testing agencies, actual tests and inspections, and reporting results. B. The allowance does not include incidental labor required to assist the testing agency or costs for retesting if previous tests and inspections result in failure. The cost for incidental labor to assist the testing agency shall be included in the Contract Sum. E C. Costs of services not required by the Contract Documents are not included in the allowance. D. At Project closeout, credit unused amounts remaining in the testing and inspecting allowance to Owner by Change Order. ALLOWANCES 012100 - 2 Packet Pg. 3338 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1.9 PERMITTING ALLOWANCES A. Permitting allowances include the cost of the permits as required by the authority having jurisdiction and their associated departments. B. The allowance does not include incidental labor required to process/expedite the plans through the required authority having jurisdictions. The cost for incidental labor to process/expedite the plans shall be included in the Contract Sum. C. At Project closeout, credit unused amounts remaining in the permitting allowance to Owner by Change Order. ' 1.10 ADJUSTMENT OF ALLOWANCES a A. Allowance Adjustment: To adjust allowance amounts, prepare a Change Order proposal based on the difference between purchase amount and the allowance, multiplied by final measurement of work-in-place where applicable. If applicable, include reasonable allowances for cutting losses,tolerances, mixing wastes,normal product imperfections, and similar margins. 1. Include installation costs in purchase amount only where indicated as part of the allowance. 2. If requested, prepare explanation and documentation to substantiate distribution of N overhead costs and other margins claimed. 3. Submit substantiation of a change in scope of work, if any, claimed in Change Orders related to unit-cost allowances. i 4. Owner reserves the right to establish the quantity of work-in-place by independent quantity survey, measure, or count. B. Submit claims for increased costs because of a change in scope or nature of the allowance described in the Contract Documents, whether for the purchase order amount or Contractor's handling, labor,installation, overhead, and profit. 6 1. Do not include Contractor's or subcontractor's indirect expense in the Change Order cost amount unless it is clearly shown that the nature or extent of work has changed from what could have been foreseen from information in the Contract Documents. y 2. No change to Contractor's indirect expense is permitted for selection of higher- or lower- priced materials or systems of the same scope and nature as originally indicated. ALLOWANCES 012100 - 3 Packet Pg. 3339 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual PART 2 -PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 EXAMINATION A. Examine products covered by an allowance promptly on delivery for damage or defects. Return damaged or defective products to manufacturer for replacement. 3.2 PREPARATION A. Coordinate materials and their installation for each allowance with related materials and installations to ensure that each allowance item is completely integrated and interfaced with C related work. cv 3.3 SCHEDULE OF ALLOWANCES A. Allowance No. 1: Contingency Allowance: Include a contingency allowance of$40,000.00 for use according to Owner's written instructions. cv r9 B. Allowance No. 2: Testing and Inspection Allowance: Include the sum of$5,000.00 for testing. i C. Allowance No. 3: Permitting Allowance: Include the sum of$20,000.00 for permit costs. z END OF SECTION 012100 N m 0 ALLOWANCES 012100 - 4 Packet Pg. 3340 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 012200 -UNIT PRICES PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for unit prices. B. Related Requirements: , cv 1. Section 012600 "Contract Modification Procedures" for procedures for submitting and handling Change Orders. >- w 2. Section 014000 "Quality Requirements" for general testing and inspecting requirements. cv cv 1.3 DEFINITIONS � cv i A. Unit price is a price per unit of measurement for materials, equipment, or services, or a portion of the Work, added to or deducted from the Contract Sum by appropriate modification, if the scope of Work or estimated quantities of Work required by the Contract Documents are uI increased or decreased. `V m 0 1.4 PROCEDURES A. Unit prices include all necessary material, plus cost for delivery, installation, insurance, applicable taxes, overhead, and profit. e� B. Measurement and Payment: See individual Specification Sections for work that requires establishment of unit prices. Methods of measurement and payment for unit prices are specified in those Sections. C. Owner reserves the right to reject Contractor's measurement of work-in-place that involves use of established unit prices and to have this work measured, at Owner's expense, by an independent surveyor acceptable to Contractor. E D. List of Unit Prices: A schedule of unit prices is included in Part 3. Specification Sections referenced in the schedule contain requirements for materials described under each unit price. UNIT PRICES 012200 - 1 Packet Pg. 3341 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual PART 2 -PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 SCHEDULE OF UNIT PRICES A. Unit Price No. 1: Miscellaneous and structural steel. 1. Description: Miscellaneous girts and other supports at bottom of hangar doors not otherwise indicated in the Contract Documents to be replaced after contractor's field verification. 2. Unit of Measurement: Cost in place of pounds or units of fabricated steel as indicated on _ itemized invoice of steel supplier and verified by Architect. c B. Unit Price No. 2: Hangar door roller assembly. 1. Description: Hangar door roller assembly according to Section 133419 "Metal Building System"to be replaced after contractor's field verification. 2. Unit of Measurement: Cost per each roller door assembly. 3. Quantity Allowance: Coordinate unit price with allowance adjustment requirements in Section 012100 "Allowances." cv r9 cv END OF SECTION 012200 FL cv 0 UNIT PRICES 012200 - 2 Packet Pg. 3342 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 012500 - SUBSTITUTION PROCEDURES PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for substitutions. B. Related Requirements: , cv 1. Section 012100 "Allowances" for products selected under an allowance. 2. Section 016000 "Product Requirements" for requirements for submitting comparable product submittals for products by listed manufacturers. cv cv 1.3 DEFINITIONS � cv i A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor. 1. Substitutions for Cause: Changes proposed by Contractor that are required due to N changed Project conditions, such as unavailability of product, regulatory changes, or E unavailabilityof required warrant terms. 2 q Y 0 2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not a required in order to meet other Project requirements but may offer advantage to Contractor or Owner. 1.4 ACTION SUBMITTALS A. Substitution Requests: Submit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. 1. Substitution Request Form: Use CSI Form 13.1A. 2. Documentation: Show compliance with requirements for substitutions and the following, as applicable: a. Statement indicating why specified product or fabrication or installation cannot be provided,if applicable. SUBSTITUTION PROCEDURES 012500 - 1 Packet Pg. 3343 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual b. Coordination information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Owner and separate contractors, that will be necessary to accommodate proposed substitution. C. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Include annotated copy of applicable Specification Section. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work = specified. _ d. Product Data, including drawings and descriptions of products and fabrication and installation procedures. .� e. Samples,where applicable or requested. f. Certificates and qualification data,where applicable or requested. g. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners. 0 h. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated. i. Research reports evidencing compliance with building code in effect for Project. j. 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 N letterhead, stating date of receipt of purchase order, lack of availability, or delays CD N in delivery. N k. Cost information,including a proposal of change,if any,in the Contract Sum. 1. Contractor's certification that proposed substitution complies with requirements in the Contract Documents except as indicated in substitution request, is compatible z with related materials, and is appropriate for applications indicated.in. Contractor's waiver of rights to additional payment or time that may subsequently N become necessary because of failure of proposed substitution to produce indicated E results. 3. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within seven days of receipt of a request for substitution. Architect will notify Contractor of acceptance or rejection of proposed substitution within 15 days of receipt of request, or seven days of receipt of additional information or documentation,whichever is later. a. Forms of Acceptance: Change Order, Construction Change Directive, or Architect's Supplemental Instructions for minor changes in the Work. b. Use product specified if Architect does not issue a decision on use of a proposed substitution within time allocated. 1.5 QUALITY ASSURANCE e( A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers. SUBSTITUTION PROCEDURES 012500 - 2 Packet Pg. 3344 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1.6 PROCEDURES A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions. PART2 - PRODUCTS 2.1 SUBSTITUTIONS A. Substitutions for Cause: Submit requests for substitution immediate) on discovery of need for q Y n' � change, but not later than 15 days prior to time required for preparation and review of related submittals. -a 1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these , N requirements: �.. a. Requested substitution is consistent with the Contract Documents and will produce indicated results. b. Substitution request is fully documented and properly submitted. N CD C. Requested substitution will not adversely affect Contractor's construction schedule. � d. Requested substitution has received necessary approvals of authorities having CD jurisdiction. i e. Requested substitution is compatible with other portions of the Work. f. Requested substitution has been coordinated with other portions of the Work. g. Requested substitution provides specified warranty. ' N h. If requested substitution involves more than one contractor, requested substitution m has been coordinated with other portions of the Work, is uniform and consistent, is :5 compatible with other products, and is acceptable to all contractors involved. B. Substitutions for Convenience: Not allowed. PART 3 - EXECUTION(Not Used) END OF SECTION 012500 SUBSTITUTION PROCEDURES 012500 - 3 Packet Pg. 3345 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 012600 - CONTRACT MODIFICATION PROCEDURES PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for handling and processing Contract modifications. B. Related Requirements: c44 1. Section 012500 "Substitution Procedures" for administrative procedures for handling >- requests for substitutions made after the Contract award. CD cv CD cv 1.3 MINOR CHANGES IN THE WORK N i A. Architect will issue supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, on AIA Document G710, z "Architect's Supplemental Instructions." cv 1.4 PROPOSAL REQUESTS 0 A. Owner-Initiated Proposal Requests: Architect will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications. 1. Work Change Proposal Requests issued by Architect are not instructions either to stop work in progress or to execute the proposed change. 2. Within time specified in Proposal Request or 20 days,when not otherwise specified, after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change. a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities. b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. C. Include costs of labor and supervision directly attributable to the change. CONTRACT MODIFICATION PROCEDURES 012600 - 1 Packet Pg. 3346 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual d. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship.Use available total float before requesting an extension of the Contract Time. e. Quotation Form: Use forms acceptable to Architect. B. Contractor-Initiated Proposals: If latent or changed conditions require modifications to the Contract, Contractor may initiate a claim by submitting a request for a change to Architect. s 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. c 3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. 4. Include costs of labor and supervision directly attributable to the change. 5. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the W Contract Time. 6. Comply with requirements in Section 012500 "Substitution Procedures" if the proposed change requires substitution of one product or system for product or system specified. N 7. Proposal Request Form: Use form acceptable to Architect. i 1.5 ADMINISTRATIVE CHANGE ORDERS A. Allowance Adjustment: See Section 012100 "Allowances" for administrative procedures for W preparation of Change Order Proposal for adjusting the Contract Sum to reflect actual costs of :5 allowances. 6 1.6 CHANGE ORDER PROCEDURES A. On Owner's approval of a Work Changes Proposal Request, Architect will issue a Change Order for signatures of Owner and Contractor on AIA Document G701. 1.7 CONSTRUCTION CHANGE DIRECTIVE A. Construction Change Directive: Architect may issue a Construction Change Directive on AIA Document G714. Construction Change Directive instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. 1. Construction Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time. CONTRACT MODIFICATION PROCEDURES 012600 - 2 Packet Pg. 3347 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive. 1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract. PART 2 -PRODUCTS (Not Used) PART 3 - EXECUTION(Not Used) END OF SECTION 012600 0 cv FL cv cv r9 cv i cv 0 CONTRACT MODIFICATION PROCEDURES 012600 - 3 Packet Pg. 3348 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 012900 -PAYMENT PROCEDURES PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements necessary to prepare and process Applications for Payment. B. Related Requirements: 1. Section 012100 "Allowances" for procedural requirements governing the handling and >- processing of allowances. 2. Section 012600 "Contract Modification Procedures" for administrative procedures for N handling changes to the Contract. C44 3. Section 013200 "Construction Progress Documentation" for administrative requirements C44 governing the preparation and submittal of the Contractor's construction schedule. e( 1.3 DEFINITIONS N A. Schedule of Values: A statement furnished by Contractor allocating portions of the Contract Sum to various portions of the Work and used as the basis for reviewing Contractor's 2 Applications for Payment. 1.4 SCHEDULE OF VALUES A. Coordination: Coordinate preparation of the schedule of values with preparation of Contractor's construction schedule. 1. Coordinate 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. Submittal schedule. C. Items required to be indicated as separate activities in Contractor's construction schedule. 2. Submit the schedule of values to Architect at earliest possible date, but no later than seven days before the date scheduled for submittal of initial Applications for Payment. PAYMENT PROCEDURES 012900 - 1 Packet Pg. 3349 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3. Subschedules for Phased Work: Where the Work is separated into phases requiring separately phased payments, provide subschedules showing values coordinated with each phase of payment. 4. Subschedules for Separate Elements of Work: Where the Contractor's construction schedule defines separate elements of the Work, provide subschedules showing values coordinated with each element. 5. Subschedules for Separate Design Contracts: Where the Owner has retained design professionals under separate contracts who will each provide certification of payment requests, provide subschedules showing values coordinated with the scope of each design services contract as described in Section 011000 "Summary." B. Format and Content: Use Project Manual table of contents as a guide to establish line items for the schedule of values. Provide at least one line item for each Specification Section. 1. Identification: Include the following Project identification on the schedule of values: 0 a. Project name and location. b. Name of Architect. C. Architect's project number. d. Contractor's name and address. e. Date of submittal. 2. Arrange schedule of values consistent with format of AIA Document G703. `~ 3. Arrange the schedule of values in tabular form with separate columns to indicate the N following for each item listed: i a. Related Specification Section or Division. b. Description of the Work. C. Name of subcontractor. d. Name of manufacturer or fabricator. e. Name of supplier. f. Change Orders (numbers)that affect value. c g. Dollar value of the following, as a percentage of the Contract Sum to nearest one- hundredth percent, adjusted to total 100 percent. 1) Labor. 2) Materials. 3) Equipment. 4. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with Project Manual table of contents. Provide multiple line items for principal subcontract amounts in excess of five percent of the Contract Sum. m E a. Include separate line items under Contractor and principal subcontracts for Project closeout requirements in an amount totaling five percent of the Contract Sum and subcontract amount. 5. Round amounts to nearest whole dollar; total shall equal the Contract Sum. PAYMENT PROCEDURES 012900 - 2 Packet Pg. 3350 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 6. Provide a separate line item in the schedule of values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored,but not yet installed. a. Differentiate between items stored on-site and items stored off-site. If required, include evidence of insurance. 7. Provide separate line items in the schedule of values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of the Work. 8. Allowances: Provide a separate line item in the schedule of values for each allowance. Show line-item value of unit-cost allowances, as a product of the unit cost, multiplied by .� measured quantity. Use information indicated in the Contract Documents to determine quantities. 9. Purchase Contracts: Provide a separate line item in the schedule of values for each purchase contract. Show line-item value of purchase contract. Indicate owner payments or deposits,if any, and balance to be paid by Contractor. 10. Each item in the schedule of values and Applications for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item. N r a. Temporary facilities 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 uo or distributed as general overhead expense, at Contractor's option. W N 11. Schedule Updating: Update and resubmit the schedule of values before the next Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum. e( 1.5 APPLICATIONS FOR PAYMENT N m A. Each Application for Payment following the initial Application for Payment shall be consistent with previous applications and payments as certified by Architect and paid for by Owner. 1. Initial Application for Payment, Application for Payment at time of Substantial Completion, and final Application for Payment involve additional requirements. B. Payment Application Times: Submit Application for Payment to Architect by the 15th of the month. The period covered by each Application for Payment is one month, ending on the last C day of the month. I. Submit draft copy of Application for Payment seven days prior to due date for review by Architect. C. Application for Payment Forms: Use forms acceptable to Architect and Owner for Applications for Payment. Submit forms for approval with initial submittal of schedule of values. D. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Architect will return incomplete applications without action. PAYMENT PROCEDURES 012900 - 3 Packet Pg. 3351 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Entries shall match data on the schedule of values and Contractor's construction schedule. Use updated schedules if revisions were made. 2. Include amounts for work completed following previous Application for Payment, whether or not payment has been received. Include only amounts for work completed at time of Application for Payment. 3. Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application. 4. Indicate separate amounts for work being carried out under Owner-requested project acceleration. E. Stored Materials: Include in Application for Payment amounts applied for materials or equipment purchased or fabricated and stored,but not yet installed. Differentiate between items stored on-site and items stored off-site. 1. Provide certificate of insurance, evidence of transfer of title to Owner, and consent of 0 surety to payment, for stored materials. 2. Provide supporting documentation that verifies amount requested, such as paid invoices. Match amount requested with amounts indicated on documentation; do not include overhead and profit on stored materials. `V 3. Provide summary documentation for stored materials indicating the following: a. Value of materials previously stored and remaining stored as of date of previous W Applications for Payment. CD b. Value of previously stored materials put in place after date of previous Application for Payment and on or before date of current Application for Payment. C. Value of materials stored since date of previous Application for Payment and remaining stored as of date of current Application for Payment. F. Transmittal: Submit three signed and notarized original copies of each Application for Payment N to Architect by a method ensuring receipt within 24 hours. One copy shall include waivers of lien and similar attachments if required. � 6 1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application. G. Waivers of Mechanic's Lien: With each 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 in previous application, after deduction for retainage, on each item. 2. When an application shows completion of an item, submit conditional final or full waivers. E 3. Owner reserves the right to designate which entities involved in the Work must submit waivers. 4. Submit final Application for Payment with or preceded by conditional final waivers from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien. 5. Waiver Forms: Submit executed waivers of lien on forms, acceptable to Owner. PAYMENT PROCEDURES 012900 - 4 Packet Pg. 3352 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual H. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following: 1. List of subcontractors. 2. Schedule of values. 3. Sustainable design submittal for project materials cost data. 4. Contractor's construction schedule (preliminary if not final). 5. Combined Contractor's construction schedule (preliminary if not final) incorporating s Work of multiple contracts,with indication of acceptance of schedule by each Contractor. 6. Products list(preliminary if not final). 7. Sustainable design action plans. .� 8. Schedule of unit prices. 9. Submittal schedule (preliminary if not final). 10. List of Contractor's staff assignments. 11. List of Contractor's principal consultants. c 12. Copies of building permits. 13. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work. 14. Initial progress report. 15. Report of preconstruction conference. 16. Certificates of insurance and insurance policies. 17. Performance and payment bonds. 18. Data needed to acquire Owner's insurance. N r9 cv I. Application for Payment at Substantial Completion: After Architect issues the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete. 1. Include documentation supporting claim that the Work is substantially complete and a N statement showing an accounting of changes to the Contract Sum. 2. This application shall reflect Certificate(s) of Substantial Completion issued previously E for Owner occupancy of designated portions of the Work. > J. Final Payment Application: After completing Project closeout requirements, submit final Application for Payment with releases and supporting documentation not previously submitted and accepted,including,but not limited,to the following: In I. 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 G706, "Contractor's Affidavit of Payment of Debts and Claims." 5. AIA Document G706A, "Contractor's Affidavit of Release of Liens." E 6. AIA Document G707, "Consent of Surety to Final Payment." 7. Evidence that claims have been settled. 8. Final meter readings for utilities, a measured record of stored fuel, and similar data as of date of Substantial Completion or when Owner took possession of and assumed responsibility for corresponding elements of the Work. 9. Final liquidated damages settlement statement. PAYMENT PROCEDURES 012900 - 5 Packet Pg. 3353 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual PART 2 -PRODUCTS (Not Used) PART 3 - EXECUTION(Not Used) END OF SECTION 012900 0 cv cv CD cv M cv FL cv m 0 PAYMENT PROCEDURES 012900 - 6 Packet Pg. 3354 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 013100 -PROJECT MANAGEMENT AND COORDINATION PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative provisions for coordinating construction operations on Project 0 including,but not limited to, the following: I. General coordination procedures. 2. Coordination drawings. 3. Requests for Information(RFIs). >' w 4. Project Web site. 5. Project meetings. cv r9 B. Each contractor shall participate in coordination requirements. Certain areas of responsibility N are assigned to a specific contractor. C. Related Requirements: 1. Section 013200 "Construction Progress Documentation" for preparing and submitting Contractor's construction schedule. m 2. Section 017300 "Execution" for procedures for coordinating general installation and E field-engineering services,including establishment of benchmarks and control points. 0 3. Section 017700 "Closeout Procedures" for coordinating closeout of the Contract. 1.3 DEFINITIONS A. RFI: Request from Owner, Architect, or Contractor seeking information required by or clarifications of the Contract Documents. 1.4 INFORMATIONAL SUBMITTALS A. Subcontract 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 entity performing subcontract or supplying products. 2. Number and title of related Specification Section(s) covered by subcontract. PROJECT MANAGEMENT AND COORDINATION 013100 - 1 Packet Pg. 3355 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3. Drawing number and detail references, as appropriate, covered by subcontract. B. Key Personnel Names: Within 15 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses and telephone numbers, including home, office, and cellular telephone numbers and e-mail addresses. Provide names, addresses, and telephone numbers of individuals assigned as alternates in the absence of individuals assigned to Project. 1. Post copies of list in project meeting room, in temporary field office and by each temporary telephone. Keep list current at all times. .� 1.5 GENERAL COORDINATION PROCEDURES 0 A. Coordination: Coordinate construction operations included in different 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. 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. N CD 2. Coordinate installation of different components to ensure maximum performance and M accessibility for required maintenance, service, and repair. 3. Make adequate provisions to accommodate items scheduled for later installation. B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices,reports, and list of attendees at N meetings. 0) 1. Prepare similar memoranda for Owner and separate contractors if coordination of their 0 Work is required. C. Administrative Procedures: Coordinate scheduling and timing of required administrative cu 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. Preparation of the schedule of values. 3. Installation and removal of temporary facilities and controls. 4. Delivery and processing of submittals. E 5. Progress meetings. 6. Preinstallation conferences. 7. Project closeout activities. et 8. Startup and adjustment of systems. PROJECT MANAGEMENT AND COORDINATION 013100 - 2 Packet Pg. 3356 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual D. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. Coordinate use of temporary utilities to minimize waste. 1. Salvage materials and equipment involved in performance of, but not actually incorporated into, the Work. See other Sections for disposition of salvaged materials that are designated as Owner's property. 1.6 COORDINATION DRAWINGS A. Coordination Drawings, General: Prepare coordination drawings according to requirements in individual Sections, and additionally where installation is not completely shown on Shop Drawings, where limited space availability necessitates coordination, or if coordination is required to facilitate integration of products and materials fabricated or installed by more than 0 one entity. 1. Content: Project-specific information, drawn accurately to a scale large enough to indicate and resolve conflicts. Do not base coordination drawings on standard printed `V data. Include the following information, as applicable: a. Use applicable Drawings as a basis for preparation of coordination drawings. '✓ Prepare sections, elevations, and details as needed to describe relationship of CCD 44 various systems and components. b. Coordinate the addition of trade-specific information to the coordination drawings `V by multiple contractors in a sequence that best provides for coordination of the information and resolution of conflicts between installed components before submitting for review. C. Indicate functional and spatial relationships of components of architectural, N structural, civil,mechanical, and electrical systems. a� d. Indicate space requirements for routine maintenance and for anticipated � replacement of components during the life of the installation. 6 e. Show location and size of access doors required for access to concealed dampers, valves, and other controls. f. Indicate required installation sequences. g. Indicate dimensions shown on the Drawings. Specifically note dimensions that y appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Architect indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract. s B. Coordination Drawing Organization: Organize coordination drawings as follows: m 1. Floor Plans and Reflected Ceiling Plans: Show architectural and structural elements, and mechanical,plumbing, fire-protection, fire-alarm, and electrical Work. Show locations of visible ceiling-mounted devices relative to acoustical ceiling grid. Supplement plan drawings with section drawings where required to adequately represent the Work. 2. Plenum Space: Indicate sub-framing for support of ceiling and wall systems, mechanical and electrical equipment, and related Work. Locate components within ceiling plenum to PROJECT MANAGEMENT AND COORDINATION 013100 - 3 Packet Pg. 3357 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual accommodate layout of light fixtures indicated on Drawings. Indicate areas of conflict between light fixtures and other components. 3. Mechanical Rooms: Provide coordination drawings for mechanical rooms showing plans and elevations of mechanical, plumbing, fire-protection, fire-alarm, and electrical equipment. 4. Structural Penetrations: Indicate penetrations and openings required for all disciplines. 5. Slab Edge and Embedded Items: Indicate slab edge locations and sizes and locations of embedded items for metal fabrications, sleeves, anchor bolts,bearing plates, angles, door s floor closers, slab depressions for floor finishes, curbs and housekeeping pads, and = similar items. 6. Mechanical and Plumbing Work: Show the following: .� a. Sizes and bottom elevations of ductwork, piping, and conduit runs, including insulation,bracing, flanges, and support systems. b. Dimensions of major components, such as dampers, valves, diffusers, access 0 doors, cleanouts and electrical distribution equipment. C. Fire-rated enclosures around ductwork. 7. Electrical Work: Show the following: a. Runs of vertical and horizontal conduit 1-1/4 inches in diameter and larger. b. Light fixture, exit light, emergency battery pack, smoke detector, and other fire- alarm locations. C. Panel board, switch board, switchgear, transformer, busway, generator, and motor control center locations. d. Location of pull boxes and junction boxes, dimensioned from column center lines. 8. Fire-Protection System: Show the following: cv a. Locations of standpipes, mains piping, branch lines, pipe drops, and sprinkler m heads. :5 6 9. Review: Architect will review coordination drawings to confirm that the Work is being coordinated, but not for the details of the coordination, which are Contractor's responsibility. If Architect determines that coordination drawings are not being prepared in sufficient scope or detail, or are otherwise deficient, Architect will so inform Contractor,who shall make changes as directed and resubmit. 10. Coordination Drawing Prints: Prepare coordination drawing prints according to requirements in Section 013300 "Submittal Procedures." s C. Coordination Digital Data Files: Prepare coordination digital data files according to the following requirements: 1. File Preparation Format: Same digital data software program, version, and operating system as original Drawings. 2. File Preparation Format: DWG, Version Auto Cad 2018 operating in Microsoft Windows operating system. 3. File Submittal Format: Submit or post coordination drawing files using format same as file preparation format. PROJECT MANAGEMENT AND COORDINATION 013100 - 4 Packet Pg. 3358 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 4. Architect will furnish Contractor one set of digital data files of Drawings for use in preparing coordination digital data files. a. Architect makes no representations as to the accuracy or completeness of digital data files as they relate to Drawings. b. Digital Data Software Program: Drawings are available in DWG, Version Auto Cad 2018 operating in Microsoft Windows operating system. C. Contractor shall execute a data licensing agreement in the form of Agreement form = acceptable to Owner and Architect. 1.7 REQUESTS FOR INFORMATION(RFIs) A. General: Immediately on discovery of the need for additional information or interpretation of ;2 the Contract Documents, Contractor shall prepare and submit an RFI in the form specified. .0 c 1. Architect will return RFIs submitted to Architect by other entities controlled by Contractor with no response. 2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors. B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following: N M N 1. Project name. 2. Project number. i 3. Date. 4. Name of Contractor. 5. Name of Architect. 6. RFI number,numbered sequentially. m 7. RFI subject. :5 8. Specification Section number and title and related paragraphs, as appropriate. 6 9. Drawing number and detail references, as appropriate. 10. Field dimensions and conditions, as appropriate. 11. Contractor's suggested resolution. If Contractor's suggested resolution impacts the W Contract Time or the Contract Sum, Contractor shall state impact in the RFI. 12. Contractor's signature. 13. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop Drawings, coordination drawings, and other information necessary to fully describe items s needing interpretation. _ a. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches. E C. RFI Forms: Software-generated form with substantially the same content as indicated above, acceptable to Architect. C 1. Attachments shall be electronic files in Adobe Acrobat PDF format. PROJECT MANAGEMENT AND COORDINATION 013100 - 5 Packet Pg. 3359 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual D. Architect's Action: Architect will review each RFI, determine action required, and respond. Allow seven working days for Architect's response for each RFI. RFIs received by Architect after 1:00 p.m.will be considered as received the following working day. 1. The following Contractor-generated RFIs will be returned without action: a. Requests for approval of submittals. b. Requests for approval of substitutions. C. Requests for approval of Contractor's means and methods. d. Requests for coordination information already indicated in the Contract Documents. .� e. Requests for adjustments in the Contract Time or the Contract Sum. f. Requests for interpretation of Architect's actions on submittals. g. Incomplete RFIs or inaccurately prepared RFIs. 0 2. Architect's action may include a request for additional information, in which case Architect's time for response will date from time of receipt of additional information. 3. Architect's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal according to Section 012600 "Contract Modification Procedures." w a. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Architect in writing within 10 days of receipt of the RFI CD N response. E. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log weekly. Software log with not less than the following: z 1. Project name. N 2. Name and address of Contractor. 3. Name and address of Architect. 4. RFI number including RFIs that were returned without action or withdrawn. c 5. RFI description. 6. Date the RFI was submitted. 7. Date Architect's response was received. F. On receipt of Architect's action,update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Architect within seven days if Contractor disagrees with response. _ 1. Identification of related Minor Change in the Work, Construction Change Directive, and Proposal Request, as appropriate. 2. Identification of related Field Order, Work Change Directive, and Proposal Request, as appropriate. PROJECT MANAGEMENT AND COORDINATION 013100 - 6 Packet Pg. 3360 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1.8 PROJECT MEETINGS A. General: Schedule and conduct meetings and conferences at Project site unless otherwise indicated. 1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Owner and Architect of scheduled meeting dates and times. 2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees. 3. Minutes: Entity responsible for conducting meeting will record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned, .� including Owner and Architect,within three days of the meeting. B. Preconstruction Conference: Schedule and conduct a preconstruction conference before starting construction, at a time convenient to Owner and Architect, but no later than 15 days after 0 execution of the Agreement. 1. Conduct the conference to review responsibilities and personnel assignments. 2. Attendees: Authorized representatives of Owner, Architect, and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference. Participants at the conference shall be familiar with W Project and authorized to conclude matters relating to the Work. C, 3. Agenda: Discuss items of significance that could affect progress,including the following: CD N N a. Tentative construction schedule. b. Phasing. C. Critical work sequencing and long-lead items. d. Designation of key personnel and their duties. e. Lines of communications. f. Procedures for processing field decisions and Change Orders. g. Procedures for RFIs. h. Procedures for testing and inspecting. c i. Procedures for processing Applications for Payment. j. Distribution of the Contract Documents. k. Submittal procedures. 1. Sustainable design requirements. in. Preparation of record documents. n. Use of the premises and existing building. o. Work restrictions. _ p. Working hours. q. Owner's occupancy requirements. r. Responsibility for temporary facilities and controls. S. Procedures for moisture and mold control. E t. Procedures for disruptions and shutdowns. U. Construction waste management and recycling. V. Parking availability. W. Office,work, and storage areas. X. Equipment deliveries and priorities. y. First aid. PROJECT MANAGEMENT AND COORDINATION 013100 - 7 Packet Pg. 3361 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual Z. Security. aa. Progress cleaning. 4. Minutes: Entity responsible for conducting meeting will record and distribute meeting minutes. � C. Preinstallation Conferences: Conduct a preinstallation conference at Project site before each construction activity that requires coordination with other construction. _ 1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and .� installations that have preceded or will follow, shall attend the meeting. Advise Architect of scheduled meeting dates. 2. Agenda: Review progress of other construction activities and preparations for the articular activity under consideration including requirements for the following: p Y g qc a. Contract Documents. b. Options. C. Related RFIs. d. Related Change Orders. e. Purchases. uJ f. Deliveries. g. Submittals. `~ h. Sustainable design requirements. N i. Review of mockups. j. Possible conflicts. k. Compatibility requirements. 1. Time schedules. in. Weather limitations. N n. Manufacturer's written instructions. m o. Warranty requirements. � p. Compatibility of materials. > q. Acceptability of substrates. r. Temporary facilities and controls. S. Space and access limitations. t. Regulations of authorities having jurisdiction. In U. Testing and inspecting requirements. V. Installation procedures. W. Coordination with other work. X. Required performance results. y. Protection of adjacent work. Z. Protection of construction and personnel. 3. Record significant conference discussions, agreements, and disagreements, including required corrective measures and actions. 4. Reporting: Distribute minutes of the meeting to each party present and to other parties requiring information. PROJECT MANAGEMENT AND COORDINATION 013100 - 8 Packet Pg. 3362 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 5. Do not proceed with installation if the conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date. D. Project Closeout Conference: Schedule and conduct a project closeout conference, at a time convenient to Owner and Architect, but no later than 90 days prior to the scheduled date of Substantial Completion. 1. Conduct the conference to review requirements and responsibilities related to Project closeout. 2. Attendees: Authorized representatives of Owner, Architect, and their consultants; .� Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the meeting. Participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work. :2 3. Agenda: Discuss items of significance that could affect or delay Project closeout, 0 including the following: a. Preparation of record documents. b. Procedures required prior to inspection for Substantial Completion and for final inspection for acceptance. C. Submittal of written warranties. d. Requirements for completing sustainable design documentation. e. Requirements for preparing operations and maintenance data. N f. Requirements for delivery of material samples, attic stock, and spare parts. N g. Requirements for demonstration and training. h. Preparation of Contractor's punch list. i. Procedures for processing Applications for Payment at Substantial Completion and for final payment. j. Submittal procedures. N k. Coordination of separate contracts. m 1. Owner's partial occupancy requirements. :5 in. Installation of Owner's furniture, fixtures, and equipment. > n. Responsibility for removing temporary facilities and controls. 4. Minutes: Entity conducting meeting will record and distribute meeting minutes. E. Progress Meetings: Conduct progress meetings at biweekly intervals. 1. Coordinate dates of meetings with preparation of payment requests. 2. Attendees: In addition to representatives of Owner and Architect, each contractor, _ subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meeting shall be familiar with Project and authorized to °i conclude matters relating to the Work. 3. 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. PROJECT MANAGEMENT AND COORDINATION 013100 - 9 Packet Pg. 3363 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual a. Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's construction schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. 1) Review schedule for next period. b. Review present and future needs of each entity present,including the following: 1) Interface requirements. 2) Sequence of operations. 3) Resolution of BIM component conflicts. 4) Status of submittals. 5) Status of sustainable design documentation. 6) Deliveries. 7) Off-site fabrication. 8) Access. 9) Site utilization. 10) Temporary facilities and controls. uo 11) Progress cleaning. 12) Quality and work standards. 13) Status of correction of deficient items. N 14) Field observations. 15) Status of RFIs. 16) Status of proposal requests. 17) Pending changes. 18) Status of Change Orders. N 19) Pending claims and disputes. W 20) Documentation of information for payment requests. M 6 4. Minutes: Entity responsible for conducting the meeting will record and distribute the meeting minutes to each parry present and to parties requiring information. 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. F. Coordination Meetings: Conduct Project coordination meetings at biweekly intervals. Project coordination meetings are in addition to specific meetings held for other purposes, such as progress meetings and preinstallation conferences. 1. Attendees: In addition to representatives of Owner and Architect, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meetings shall be familiar with Project and authorized to conclude matters relating to the Work. PROJECT MANAGEMENT AND COORDINATION 013100 - 10 Packet Pg. 3364 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2. Agenda: Review and correct or approve minutes of the previous coordination meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project. a. Combined Contractor's Construction Schedule: Review progress since the last coordination meeting. Determine whether each contract is on time, ahead of schedule, or behind schedule, in relation to combined Contractor's construction schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. .� b. Schedule Updating: Revise combined Contractor's construction schedule after each coordination meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with report of each meeting. C. Review present and future needs of each contractor present, including the following: 1) Interface requirements. N 2) Sequence of operations. 3) Resolution of BIM component conflicts. 4) Status of submittals. 5) Deliveries. c, 6) Off-site fabrication. 7) Access. M N 8) Site utilization. 9) Temporary facilities and controls. 10) Work hours. z 11) Hazards and risks. �- 12) Progress cleaning. c44 13) Quality and work standards. W E 14) Change Orders. 2 0 3. Reporting: Record meeting results and distribute copies to everyone in attendance and to others affected by decisions or actions resulting from each meeting. PART 2 -PRODUCTS (Not Used) PART 3 - EXECUTION(Not Used) END OF SECTION 013100 PROJECT MANAGEMENT AND COORDINATION 013100 - 11 Packet Pg. 3365 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work,including the following: 1. Startup construction schedule. 2. Contractor's construction schedule. 3. Construction schedule updating reports. >' 4. Daily construction reports. 5. Material location reports. 6. Site condition reports. 7. Special reports. "' i B. Related Requirements: 1. Section 013300 "Submittal Procedures" for submitting schedules and reports. 2. Section 014000 "Quality Requirements" for submitting a schedule of tests and N inspections. m 0 1.3 DEFINITIONS A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction project. Activities included in a construction schedule consume time and resources. 1. Critical Activity: An activity on the critical path that must start and finish on the planned early start and finish times. s 2. Predecessor Activity: An activity that precedes another activity in the network. 3. Successor Activity: An activity that follows another activity in the network. B. Cost Loading: The allocation of the schedule of values for the completion of an activity as scheduled. The sum of costs for all activities must equal the total Contract Sum unless otherwise approved by Architect. CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 1 Packet Pg. 3366 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual C. CPM: Critical path method, which is a method of planning and scheduling a construction project where activities are arranged based on activity relationships. Network calculations determine when activities can be performed and the critical path of Project. D. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float. E. Event: The starting or ending point of an activity. F. Float: The measure of leeway in starting and completing an activity. 1. Float time is not for the exclusive use or benefit of either Owner or Contractor, but is a jointly owned, expiring Project resource available to both parties as needed to meet schedule milestones and Contract completion date. 2. Free float is the amount of time an activity can be delayed without adversely affecting the 0 early start of the successor activity. S 3. Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date. N r G. Resource Loading: The allocation of manpower and equipment necessary for the completion of an activity as scheduled. N CD 1.4 INFORMATIONAL SUBMITTALS N A. Format for Submittals: Submit required submittals in the following format: i 1. Working electronic copy of schedule file,where indicated. 2. PDF electronic file. ' N B. Startup construction schedule. E 0 1. Approval of cost-loaded, startup construction schedule will not constitute approval of , schedule of values for cost-loaded activities. C. Startup Network Diagram: Of size required to display entire network for entire construction period. Show logic ties for activities. � D. Contractor's Construction Schedule: Initial schedule, of size required to display entire schedule for entire construction period. _ 1. Submit a working electronic copy of schedule, using software indicated, and labeled to comply with requirements for submittals. Include type of schedule (initial or updated) and date on label. E E. CPM Reports: Concurrent with CPM schedule, submit each of the following reports. Format for each activity in reports shall contain activity number, activity description, cost and resource loading, original duration, remaining duration, early start date, early finish date, late start date, late finish date, and total float in calendar days. CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 2 Packet Pg. 3367 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Activity Report: List of all activities sorted by activity number and then early start date, or actual start date if known. 2. Logic Report: List of preceding and succeeding activities for all activities, sorted in ascending order by activity number and then early start date, or actual start date if known. 3. Total Float Report: List of all activities sorted in ascending order of total float. 4. Earnings Report: Compilation of Contractor's total earnings from the Notice to Proceed until most recent Application for Payment. F. Construction Schedule Updating Reports: Submit with Applications for Payment. G. Daily Construction Reports: Submit at weekly intervals. .� H. Material Location Reports: Submit at weekly intervals. I. Site Condition Reports: Submit at time of discovery of differing conditions. c J. Special Reports: Submit at time of unusual event. K. Qualification Data: For scheduling consultant. 1.5 QUALITY ASSURANCE N A. Scheduling Consultant Qualifications: An experienced specialist in CPM scheduling and � reporting, with capability of producing CPM reports and diagrams within 24 hours of Architect's request. B. Prescheduling Conference: Conduct conference at Project site to comply with requirements in Section 013100 "Project Management and Coordination." Review methods and procedures related to the preliminary construction schedule and Contractor's construction schedule, including,but not limited to, the following: E 6 1. Review software limitations and content and format for reports. , 2. Verify availability of qualified personnel needed to develop and update schedule. 3. Discuss constraints,including phasing and partial Owner occupancy. 4. Review delivery dates for Owner-furnished products. 5. Review schedule for work of Owner's separate contracts. 6. Review submittal requirements and procedures. 7. Review time required for review of submittals and resubmittals. 8. Review requirements for tests and inspections by independent testing and inspecting = agencies. 9. Review time required for Project closeout and Owner startup procedures. 10. Review and finalize list of construction activities to be included in schedule. W 11. Review procedures for updating schedule. CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 3 Packet Pg. 3368 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1.6 COORDINATION A. Coordinate Contractor's construction schedule with the schedule of values, submittal schedule, progress reports,payment requests, and other required schedules and reports. 1. Secure time commitments for performing critical elements of the Work from entities involved. � 2. Coordinate each construction activity in the network with other activities and schedule them in proper sequence. PART2 - PRODUCTS 2.1 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL A. Time Frame: Extend schedule from date established for the Notice to Proceed to date of final completion. , N 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. B. Activities: Treat each story or separate area as a separate numbered activity for each main element of the Work. Comply with the following: N 1. Activity Duration: Define activities so no activity is longer than 20 days, unless specifically allowed by Architect. et 2. Procurement Activities: Include procurement process activities for the following long lead items and major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals,purchasing, fabrication, and delivery. E 6 3. Submittal Review Time: Include review and resubmittal times indicated in , Section 013300 "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's construction schedule with submittal schedule. 4. Startup and Testing Time: Include no fewer than 15 days for startup and testing. 5. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for Architect's administrative procedures necessary for certification of Substantial Completion. s 6. Punch List and Final Completion: Include not more than 30 days for completion of punch s list items and final completion. C. Constraints: Include constraints and work restrictions indicated in the Contract Documents and m 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 under More Than One Contract: Include a separate activity for each contract. 3. Work by Owner: Include a separate activity for each portion of the Work performed by Owner. CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 4 Packet Pg. 3369 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 4. Work Restrictions: Show the effect of the following items on the schedule: a. Coordination with existing construction. b. Limitations of continued occupancies. C. Uninterruptible services. d. Partial occupancy before Substantial Completion. e. Use of premises restrictions. f. Provisions for future construction. g. Seasonal variations. h. Environmental control. 5. Work Stages: Indicate important stages of construction for each major portion of the Work,including,but not limited to,the following: a. Subcontract awards. c b. Submittals. C. Purchases. d. Mockups. e. Fabrication. f. Sample testing. g. Deliveries. W h. Installation. i. Tests and inspections. cv j. Adjusting. N k. Curing. 1. Building flush-out. in. Startup and placement into final use and operation. 6. Construction Areas: Identify each major area of construction for each major portion of the Work. Indicate where each construction activity within a major area must be m sequenced or integrated with other construction activities to provide for the following: :5 6 a. Structural completion. b. Temporary enclosure and space conditioning. C. Permanent space enclosure. d. Completion of mechanical installation. e. Completion of electrical installation. f. Substantial Completion. D. Milestones: Include milestones indicated in the Contract Documents in schedule, including,but not limited to, the Notice to Proceed, Substantial Completion, and final completion. E. Cost Correlation: Superimpose a cost correlation timeline, indicating planned and actual costs. On the line, show planned and actual dollar volume of the Work performed as of planned and actual dates used for preparation of payment requests. I. See Section 012900 "Payment Procedures" for cost reporting and payment procedures. CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 5 Packet Pg. 3370 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual F. Upcoming Work Summary: Prepare summary report indicating activities scheduled to occur or commence prior to submittal of next schedule update. Summarize the following issues: 1. Unresolved issues. 2. Unanswered Requests for Information. 3. Rejected or unreturned submittals. 4. Notations on returned submittals. 5. Pending modifications affecting the Work and Contract Time. G. Recovery Schedule: When periodic update indicates the Work is 14 or more calendar days behind the current approved schedule, submit a separate recovery schedule indicating means by which Contractor intends to regain compliance with the schedule. Indicate changes to working hours, working days, crew sizes, and equipment required to achieve compliance, and date by which recovery will be accomplished. 0 H. Computer Scheduling Software: Prepare schedules using current version of a program that has been developed specifically to manage construction schedules. I. Use Microsoft Project for Windows operating system. 2.2 STARTUP CONSTRUCTION SCHEDULE '✓ cv A. Bar-Chart Schedule: Submit startup, horizontal, bar-chart-type construction schedule within seven days of date established for the Notice to Proceed. i B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line. Outline significant construction activities for first 90 9 days of construction. Include skeleton diagram for the remainder of the Work and a cash N requirement prediction based on indicated activities. m 0 2.3 CONTRACTOR'S CONSTRUCTION SCHEDULE(GANTT CHART) A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal, Gantt-chart-type, Contractor's construction schedule within 30 days of date established for the Notice to Proceed. Base schedule on the startup construction schedule and additional information received since the start of Project. B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line. 1. For construction activities that require three months or longer to complete, indicate an estimated completion percentage in 10 percent increments within time bar. CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 6 Packet Pg. 3371 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2.4 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. List of separate contractors at Project site. 3. Approximate count of personnel at Project site. _ 4. Equipment at Project site. 5. Material deliveries. 6. High and low temperatures and general weather conditions, including presence of rain or snow. 7. Accidents. 8. Meetings and significant decisions. 9. Unusual events (see special reports). c 10. Stoppages, delays, shortages, and losses. 11. Meter readings and similar recordings. 12. Emergency procedures. 13. Orders and requests of authorities having jurisdiction. 14. Change Orders received and implemented. 15. Construction Change Directives received and implemented. _ 16. Services connected and disconnected. c, 17. Equipment or system tests and startups. N 18. Partial completions and occupancies. N 19. Substantial Completions authorized. B. Material Location Reports: At weekly intervals, prepare and submit a comprehensive list of materials delivered to and stored at Project site. List shall be cumulative, showing materials previously reported plus items recently delivered. Include with list a statement of progress on N and delivery dates for materials or items of equipment fabricated or stored away from Project m site. Indicate the following categories for stored materials: 6 1. Material stored prior to previous report and remaining in storage. 2. Material stored prior to previous report and since removed from storage and installed. 3. Material stored following previous report and remaining in storage. C. Site Condition Reports: Immediately on discovery of a difference between site conditions and the Contract Documents, prepare and submit a detailed report. Submit with a Request for Information. Include a detailed description of the differing conditions, together with s recommendations for changing the Contract Documents. _ 2.5 SPECIAL REPORTS A. General: Submit special reports directly to Owner within one day(s) of an occurrence. Distribute copies of report to parties affected by the occurrence. B. Reporting Unusual Events: When an event of an unusual and significant nature occurs at Project site, whether or not related directly to the Work, prepare and submit a special report. List chain CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 7 Packet Pg. 3372 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual of events, persons participating, response by Contractor's personnel, evaluation of results or effects, and similar pertinent information. Advise Owner in advance when these events are known or predictable. PART 3 - EXECUTION 3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE A. Scheduling Consultant: Engage a consultant to provide planning, evaluation, and reporting using CPM scheduling. 1. In-House Option: Owner may waive the requirement to retain a consultant if Contractor a_ employs skilled personnel with experience in CPM scheduling and reporting techniques. Submit qualifications. c 2. Meetings: Scheduling consultant shall attend all meetings related to Project progress, alleged delays, and time impact. N r B. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities. Issue schedule one week before each regularly scheduled progress meeting. `✓ N 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. i 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. M 3. As the Work progresses,indicate final completion percentage for each activity. m C. Distribution: Distribute copies of approved schedule to Architect, Owner, separate contractors, E testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility. 1. Post copies in Project meeting rooms and temporary field offices. 2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities. END OF SECTION 013200 CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 8 Packet Pg. 3373 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 013233 -PHOTOGRAPHIC DOCUMENTATION PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for the following: 1. Preconstruction photographs. , 2. Periodic construction photographs. 3. Final completion construction photographs. B. Related Requirements: 1. Section 013300 "Submittal Procedures" for submitting photographic documentation. c� 2. Section 017700 "Closeout Procedures" for submitting photographic documentation as project record documents at Project closeout. 3. Section 017900 "Demonstration and Training" for submitting video recordings of demonstration of equipment and training of Owner's personnel. 4. Section 024119 "Selective Structure Demolition" for photographic documentation before selective demolition operations commence. cv m 1.3 INFORMATIONAL SUBMITTALS A. Key Plan: Submit key plan of Project site and building with notation of vantage points marked for location and direction of each photograph. Indicate elevation or story of construction. Include same information as corresponding photographic documentation. B. Digital Photographs: Submit image files within three days of taking photographs. 1. Digital Camera: Minimum sensor resolution of 8 megapixels. 2. Format: Minimum 3200 by 2400 pixels,in unaltered original files,with same aspect ratio as the sensor, uncropped, date and time stamped, in folder named by date of photograph, accompanied by key plan file. 3. Identification: Provide the following information with each image description in file E metadata tag: a. Name of Project. b. Name and contact information for photographer. C. Name of Architect. PHOTOGRAPHIC DOCUMENTATION 013233 - 1 Packet Pg. 3374 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual d. Name of Contractor. e. Date photograph was taken. f. Description of vantage point, indicating location, direction(by compass point), and elevation or story of construction. g. Unique sequential identifier keyed to accompanying key plan. C. Construction Photographs: Submit two prints of each photographic view within seven days of taking photographs. 1.4 QUALITY ASSURANCE .� A. Photographer Qualifications: An individual who has been regularly engaged as a professional photographer of construction projects for not less than three years. 0 B. Web-Based Photographic Documentation Service Provider: A firm specializing in providing photographic equipment, Web-based software, and related services for construction projects, with record of providing satisfactory services similar to those required for Project. cv 1.5 USAGE RIGHTS A. Obtain and transfer copyright usage rights from photographer to Owner for unlimited N reproduction of photographic documentation. cv i PART2 - PRODUCTS 2.1 PHOTOGRAPHIC MEDIA 44 E A. Digital Images: Provide images in JPG format, produced by a digital camera with minimum 6 sensor size of 8 megapixels, and at an image resolution of not less than 3200 by 2400 pixels. , PART 3 - EXECUTION 3.1 CONSTRUCTION PHOTOGRAPHS A. Photographer: Engage a qualified photographer to take construction photographs. B. General: Take photographs using the maximum range of depth of field, and that are in focus, to clearly show the Work. Photographs with blurry or out-of-focus areas will not be accepted. E 1. Maintain key plan with each set of construction photographs that identifies each photographic location. C. Digital Images: Submit digital images exactly as originally recorded in the digital camera, without alteration,manipulation, editing,or modifications using image-editing software. PHOTOGRAPHIC DOCUMENTATION 013233 - 2 Packet Pg. 3375 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Date and Time: Include date and time in file name for each image. 2. Field Office Images: Maintain one set of images accessible in the field office at Project site, available at all times for reference. Identify images in the same manner as those submitted to Architect. D. Preconstruction Photographs: Before commencement of demolition, take photographs of Project site and surrounding properties, including existing items to remain during construction, from different vantage points, as directed by Architect. s 1. Flag construction limits before taking construction photographs. 2. Take 20 photographs to show existing conditions adjacent to property before starting the .� Work. 3. Take 20 photographs of existing buildings either on or adjoining property to accurately record physical conditions at start of construction. 4. Take additional photographs as required to record settlement or cracking of adjacent 0 structures,pavements, and improvements. E. Periodic Construction Photographs: Take 20 photographs weekly, with timing each month adjusted to coincide with the cutoff date associated with each Application for Payment. Select vantage points to show status of construction and progress since last photographs were taken. F. Architect-Directed Construction Photographs: From time to time, Architect will instruct photographer about number and frequency of photographs and general directions on vantage points. Select actual vantage points and take photographs to show the status of construction and N progress since last photographs were taken. i G. Final Completion Construction Photographs: Take 20 color photographs after date of Substantial Completion for submission as project record documents. Architect will inform photographer of desired vantage points. N m 1. Do not include date stamp. :5 6 H. Additional Photographs: Architect may request photographs in addition to periodic photographs specified. Additional photographs will be paid for by Change Order and are not included in the Contract Sum. cu 1. Three days'notice will be given,where feasible. 2. In emergency situations, take additional photographs within 24 hours of request. 3. Circumstances that could require additional photographs include, but are not limited to, the following: a. Special events planned at Project site. b. Immediate follow-up when on-site events result in construction damage or losses. C. Photographs to be taken at fabrication locations away from Project site. These photographs are not subject to unit prices or unit-cost allowances. d. Substantial Completion of a major phase or component of the Work. e. Extra record photographs at time of final acceptance. f. Owner's request for special publicity photographs. PHOTOGRAPHIC DOCUMENTATION 013233 - 3 Packet Pg. 3376 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual END OF SECTION 013233 0 cv cv CD cv M cv i cv m 0 U PHOTOGRAPHIC DOCUMENTATION 013233 - 4 Packet Pg. 3377 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 013300 - SUBMITTAL PROCEDURES PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes requirements for the submittal schedule and administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals. B. Related Requirements: 1. Section 012900 "Payment Procedures" for submitting Applications for Payment and the >- schedule of values. 2. Section 013200 "Construction Progress Documentation" for submitting schedules and N reports, including Contractor's construction schedule. N 3. Section 017823 "Operation and Maintenance Data" for submitting operation and N maintenance manuals. 4. Section 017839 "Project Record Documents" for submitting record Drawings, record Specifications, and record Product Data. 5. Section 017900 "Demonstration and Training" for submitting video recordings of demonstration of equipment and training of Owner's personnel. m 0 1.3 DEFINITIONS A. Action Submittals: Written and graphic information and physical samples that require Architect's responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals." B. Informational Submittals: Written and graphic information and physical samples that do not require Architect's responsive action. Submittals may be rejected for not complying with = requirements. Informational submittals are those submittals indicated in individual Specification Sections as "informational submittals." C. File Transfer Protocol (FTP): Communications protocol that enables transfer of files to and from another computer over a network and that serves as the basis for standard Internet protocols. An FTP site is a portion of a network located outside of network firewalls within which internal and external users are able to access files. SUBMITTAL PROCEDURES 013300 - 1 Packet Pg. 3378 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual D. Portable Document Format (PDF): An open standard file format licensed by Adobe Systems used for representing documents in a device-independent and display resolution-independent fixed-layout document format. 1.4 ACTION SUBMITTALS A. Submittal Schedule: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by Architect and additional time for handling and .� reviewing submittals required by those corrections. 1. Coordinate submittal schedule with list of subcontracts, the schedule of values, and Contractor's construction schedule. 2. Initial Submittal: Submit concurrently with startup construction schedule. Include submittals required during the first 60 days of construction. List those submittals required to maintain orderly progress of the Work and those required early because of long lead time for manufacture or fabrication. 3. Final Submittal: Submit concurrently with the first complete submittal of Contractor's construction schedule. uo a. Submit revised submittal schedule to reflect changes in current status and timing for submittals. cv 4. Format: Arrange the following information in a tabular format: e( a. Scheduled date for first submittal. b. Specification Section number and title. N C. Submittal category: Action; informational. d. Name of subcontractor. E e. Description of the Work covered. f. Scheduled date for Architect's final release or approval. g. Scheduled date of fabrication. h. Scheduled dates for purchasing. i. Scheduled dates for installation. j. Activity or event number. 1.5 SUBMITTAL ADMINISTRATIVE REQUIREMENTS A. Architect's Digital Data Files: Electronic digital data files of the Contract Drawings will[not] be provided by Architect for Contractor's use in preparing submittals. E 1. Architect will furnish Contractor one set of digital data drawing files of the Contract Drawings for use in preparing Shop Drawings and Project record drawings. a. Architect makes no representations as to the accuracy or completeness of digital data drawing files as they relate to the Contract Drawings. SUBMITTAL PROCEDURES 013300 - 2 Packet Pg. 3379 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual b. Digital Drawing Software Program: The Contract Drawings are available in Autocad 2018. C. Contractor shall execute a data licensing agreement in the form of Agreement form acceptable to Owner and Architect. d. The following digital data files will by furnished for each appropriate discipline: 1) Floor plans. 2) Reflected ceiling plans. s B. Coordination: Coordinate 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. Submit all submittal items required for each Specification Section concurrently unless partial submittals for portions of the Work are indicated on approved submittal schedule. 3. Submit action submittals and informational submittals required by the same Specification Section as separate packages under separate transmittals. 4. 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. Architect reserves the right to withhold action on a submittal requiring `~ coordination with other submittals until related submittals are received. N r C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Architect's receipt of submittal. No extension of the z Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing,including resubmittals. N m 1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time :5 if coordination with subsequent submittals is required. Architect will advise Contractor 6 when a submittal being processed must be delayed for coordination. 2. Intermediate Review: If intermediate submittal is necessary,process it in same manner as initial submittal. 3. Resubmittal Review: Allow 15 days for review of each resubmittal. y 4. Concurrent Consultant Review: Where the Contract Documents indicate that submittals may be transmitted simultaneously to Architect and to Architect's consultants, allow 15 s days for review of each submittal. Submittal will be returned to Architect before being returned to Contractor. D. Electronic Submittals: Identify and incorporate information in each electronic submittal file as follows: 1. Assemble complete submittal package into a single indexed file incorporating submittal requirements of a single Specification Section and transmittal form with links enabling navigation to each item. 2. Name file with submittal number or other unique identifier,including revision identifier. SUBMITTAL PROCEDURES 013300 - 3 Packet Pg. 3380 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual a. File name shall use project identifier and Specification Section number followed by a decimal point and then a sequential number (e.g., LNHS-061000.01). Resubmittals shall include an alphabetic suffix after another decimal point (e.g., i LNHS-061000.01.A). 3. Provide means for insertion to permanently record Contractor's review and approval markings and action taken by Architect. 4. Transmittal Form for Electronic Submittals: Use electronic form acceptable to Owner, s containing the following information: a. Project name. b. Date. C. Name and address of Architect. d. Name of Construction Manager. e. Name of Contractor. 0 c f. Name of firm or entity that prepared submittal. g. Names of subcontractor, manufacturer, and supplier. h. Category and type of submittal. N i. Submittal purpose and description. j. Specification Section number and title. k. Specification paragraph number or drawing designation and generic name for each uJ of multiple items. W 1. Drawing number and detail references, as appropriate. `V N in. Location(s)where product is to be installed, as appropriate. N n. Related physical samples submitted directly. o. Indication of full or partial submittal. p. Transmittal number,numbered consecutively. z q. Submittal and transmittal distribution record. EL r. Other necessary identification. ci S. Remarks. E 5. Metadata: Include the following information as keywords in the electronic submittal file c metadata: a. Project name. b. Number and title of appropriate Specification Section. In C. Manufacturer name. d. Product name. E. Options: Identify options requiring selection by Architect. F. Deviations and Additional Information: On an attached separate sheet,prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested E by Architect on previous submittals, and deviations from requirements in the Contract Documents, including minor variations and limitations. Include same identification information as related submittal. G. Resubmittals: Make resubmittals in same form and number of copies as initial submittal. SUBMITTAL PROCEDURES 013300 - 4 Packet Pg. 3381 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Note date and content of previous submittal. 2. Note date and content of revision in label or title block and clearly indicate extent of revision. 3. Resubmit submittals until they are marked with approval notation from Architect's action stamp. H. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators,installers, authorities having jurisdiction, and others as necessary for performance of s construction activities. Show distribution on transmittal forms. I. Use for Construction: Retain complete copies of submittals on Project site.Use only final action .� submittals that are marked with approval notation from Architect's action stamp. PART2 - PRODUCTS 2.1 SUBMITTAL PROCEDURES N r A. General Submittal Procedure Requirements: Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections. `✓ cv 1. Submit electronic submittals via email as PDF electronic files. r9 cv a. Architect will return annotated file. Annotate and retain one copy of file as an electronic Project record document file. 2. Certificates and Certifications Submittals: Provide a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be ' signed by an officer or other individual authorized to sign documents on behalf of that entity. 6 a. Provide a digital signature with digital certificate on electronically submitted certificates and certifications where indicated. b. Provide a notarized statement on original paper copy certificates and certifications where indicated. 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 published data are not suitable for use, submit as Shop Drawings,not as Product Data. 2. Mark each copy of each submittal to show which products and options are applicable. 3. Include the following information, as applicable: a. Manufacturer's catalog cuts. b. Manufacturer's product specifications. C. Standard color charts. d. Statement of compliance with specified referenced standards. SUBMITTAL PROCEDURES 013300 - 5 Packet Pg. 3382 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual e. Testing by recognized testing agency. f. Application of testing agency labels and seals. g. Notation of coordination requirements. h. Availability and delivery time information. 4. For equipment,include the following in addition to the above, as applicable: a. Wiring diagrams showing factory-installed wiring. b. Printed performance curves. C. Operational range diagrams. d. Clearances required to other construction, if not indicated on accompanying Shop .� Drawings. 5. Submit Product Data before or concurrent with Samples. 6. Submit Product Data in the following format: a. PDF electronic file. C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. 1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable: N M a. Identification of products. `V b. Schedules. i C. Compliance with specified standards. d. Notation of coordination requirements. e. Notation of dimensions established by field measurement. N f. Relationship and attachment to adjoining construction clearly indicated. W g. Seal and signature of professional engineer if specified. :5 6 2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches,but no larger than 30 by 42 inches. 3. Submit Shop Drawings in the following format: a. PDF electronic file. D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed. 1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package. 2. Identification: Attach label on unexposed side of Samples that includes the following: a. Generic description of Sample. b. Product name and name of manufacturer. C. Sample source. SUBMITTAL PROCEDURES 013300 - 6 Packet Pg. 3383 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual d. Number and title of applicable Specification Section. e. Specification paragraph number and generic name of each item. 3. For projects where electronic submittals are required, provide corresponding electronic submittal of Sample transmittal, digital image file illustrating Sample characteristics, and identification information for record. 4. 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 determine final acceptance of construction associated with each set. a. Samples that may be incorporated into the Work are indicated in individual .� Specification Sections. Such Samples must be in an undamaged condition at time of use. b. Samples not incorporated into the Work, or otherwise designated as Owner's :g property, are the property of Contractor. 5. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available. N r a. Number of Samples: Submit one full set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from u�o manufacturer's product line. Architect will return submittal with options selected. N 6. Samples for Verification: Submit full-size units or Samples of size indicated, prepared N from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the z following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing a� and inspection. :5 6 a. Number of Samples: Submit three sets of Samples. Architect will retain two Sample sets;remainder will be returned. 1) Submit a single Sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated. 2) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least three sets of paired units that show approximate limits of variations. E. Product Schedule: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form: 1. Type of product. Include unique identifier for each product indicated in the Contract Documents or assigned by Contractor if none is indicated. 2. Manufacturer and product name, and model number if applicable. SUBMITTAL PROCEDURES 013300 - 7 Packet Pg. 3384 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3. Number and name of room or space. 4. Location within room or space. 5. Submit product schedule in the following format: a. PDF electronic file. F. Coordination Drawing Submittals: Comply with requirements specified in Section 013100 "Project Management and Coordination." s G. Contractor's Construction Schedule: Comply with requirements specified in Section 013200 "Construction Progress Documentation." .� H. Application for Payment and Schedule of Values: Comply with requirements specified in Section 012900 "Payment Procedures." 0 I. Test and Inspection Reports and Schedule of Tests and Inspections Submittals: Comply with requirements specified in Section 014000 "Quality Requirements." J. Closeout Submittals and Maintenance Material Submittals: Comply with requirements specified in Section 017700 "Closeout Procedures." K. Maintenance Data: Comply with requirements specified in Section 017823 "Operation and Maintenance Data." cv r9 L. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, contact information of architects and owners, and other information specified. M M. Welding Certificates: Prepare written certification that welding procedures and personnel ' comply with requirements in the Contract Documents. Submit record of Welding Procedure Specification and Procedure Qualification Record on AWS forms. Include names of firms and E personnel certified. N. Installer Certificates: Submit written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project. O. Manufacturer Certificates: Submit written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of s manufacturing experience where required. _ P. Product Certificates: Submit written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents. Q. Material Certificates: Submit written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents. SUBMITTAL PROCEDURES 013300 - 8 Packet Pg. 3385 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual R. Material Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents. S. Product Test Reports: Submit written reports indicating that current product produced by manufacturer complies with requirements in the Contract Documents. 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. _ T. Research Reports: Submit written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project. .� Include the following information: 1. Name of evaluation organization. 2. Date of evaluation. c 3. Time period when report is in effect. 4. Product and manufacturers'names. 5. Description of product. 6. Test procedures and results. 7. Limitations of use. w U. Preconstruction Test Reports: Submit reports written by a qualified testing agency, on testing W agency's standard form, indicating and interpreting results of tests performed before installation `V of product, for compliance with performance requirements in the Contract Documents. V. Compatibility Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed z before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion. m W. Field Test Reports: Submit written reports indicating and interpreting results of field tests :5 performed either during installation of product or after product is installed in its final location, 6 for compliance with requirements in the Contract Documents. X. Design Data: Prepare and submit written and graphic information, including, but not limited to, W performance and design criteria, list of applicable codes and regulations, and calculations. Include list of assumptions and other performance and design criteria and a summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Include page numbers. _ 2.2 DELEGATED-DESIGN SERVICES A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated. et 1. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to Architect. SUBMITTAL PROCEDURES 013300 - 9 Packet Pg. 3386 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual B. Delegated-Design Services Certification: In addition to Shop Drawings, Product Data, and other required submittals, submit digitally signed PDF electronic file and three paper copies of certificate, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional. 1. Indicate that products and systems comply with performance and design criteria in the Contract Documents. Include list of codes, loads, and other factors used in performing these services. PART 3 - EXECUTION ' 3.1 CONTRACTOR'S REVIEW -a A. Action and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect. N r B. Project Closeout and Maintenance Material Submittals: See requirements in Section 017700 "Closeout Procedures." w C. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name N and location, submittal number, Specification Section title and number, name of reviewer, date C44 of Contractor's approval, and statement certifying that submittal has been reviewed, checked, CD and approved for compliance with the Contract Documents. e( 3.2 ARCHITECT'S ACTION N A. Action Submittals: Architect will review each submittal, make marks to indicate corrections or E revisions required, and return it. Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action. , B. Informational Submittals: Architect will review each submittal and will not return it, or will return it if it does not comply with requirements. Architect will forward each submittal to appropriate party. C. Partial submittals prepared for a portion of the Work will be reviewed when use of partial submittals has received prior approval from Architect. _ D. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review. E. Submittals not required by the Contract Documents may be returned by the Architect without action. �- END OF SECTION 013300 SUBMITTAL PROCEDURES 013300 - 10 Packet Pg. 3387 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 013516 - ALTERATION PROJECT PROCEDURES PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes special procedures for alteration work. 1.3 DEFINITIONS A. Alteration Work: This term includes remodeling, renovation, repair, and maintenance work w performed within existing spaces or on existing surfaces as part of the Project. cv B. Consolidate: To strengthen loose or deteriorated materials in place. cv C. Design Reference Sample: A sample that represents the Architect's prebid selection of work to i be matched; it may be existing work or work specially produced for the Project. D. Dismantle: To remove by disassembling or detaching an item from a surface, using gentle , methods and equipment to prevent damage to the item and surfaces; disposing of items unless N indicated to be salvaged or reinstalled. 0 E. Match: To blend with adjacent construction and manifest no apparent difference in material 0 type, species, cut, form, detail, color, grain, texture, or finish; as approved by Architect. F. Refinish: To remove existing finishes to base material and apply new finish to match original, or as otherwise indicated. G. Repair: To correct damage and defects, retaining existing materials, features, and finishes. This includes patching, piecing-in, splicing, consolidating, or otherwise reinforcing or upgrading = materials. H. Replace: To remove, duplicate, and reinstall entire item with new material. The original item is the pattern for creating duplicates unless otherwise indicated. E I. Replicate: To reproduce in exact detail,materials, and finish unless otherwise indicated. J. Reproduce: To fabricate a new item, accurate in detail to the original, and from either the same or a similar material as the original,unless otherwise indicated. ALTERATION PROJECT PROCEDURES 013516 - 1 Packet Pg. 3388 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual K. Retain: To keep existing items that are not to be removed or dismantled. L. Strip: To remove existing finish down to base material unless otherwise indicated. 1.4 COORDINATION A. Alteration Work Subschedule: A construction schedule coordinating the sequencing and scheduling of alteration work for entire Project, including each activity to be performed, and based on Contractor's Construction Schedule. Secure time commitments for performing critical construction activities from separate entities responsible for alteration work. 1. Schedule construction operations in sequence required to obtain best Work results. 2. Coordinate sequence of alteration work activities to accommodate the following: a Z a. Owner's continuing occupancy of portions of existing building. b. Owner's partial occupancy of completed Work. C. Other known work in progress. d. Tests and inspections. 3. Detail sequence of alteration work,with start and end dates. 4. Utility Services: Indicate how long utility services will be interrupted. Coordinate shutoff, capping, and continuation of utility services. � 5. Use of elevator and stairs. M 6. Equipment Data: List gross loaded weight, axle-load distribution, and wheel-base `CD D dimension data for mobile and heavy equipment proposed for use in existing structure. i Do not use such equipment without certification from Contractor's professional engineer that the structure can support the imposed loadings without damage. B. Pedestrian and Vehicular Circulation: Coordinate alteration work with circulation patterns within Project building(s) and site. Some work is near circulation patterns and adjacent to � restricted areas. Circulation patterns cannot be closed off entirely and in places can be only temporarily redirected around small areas of work. Access to restricted areas may not be obstructed. Plan and execute the Work accordingly. 1.5 PROJECT MEETINGS FOR ALTERATION WORK A. Preliminary Conference for Alteration Work: Before starting alteration work, conduct conference at Project site. _ 1. Attendees: In addition to representatives of Owner, Architect, and Contractor, testing �. service representative, specialists, and chemical-cleaner manufacturer(s) shall be W represented at the meeting. 2. Agenda: Discuss items of significance that could affect progress of alteration work, including review of the following: < ALTERATION PROJECT PROCEDURES 013516 - 2 Packet Pg. 3389 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual a. Alteration Work Subschedule: Discuss and finalize;verify availability of materials, specialists'personnel, equipment, and facilities needed to make progress and avoid delays. b. Fire-prevention plan. C. Governing regulations. d. Areas where existing construction is to remain and the required protection. e. Hauling routes. f. Sequence of alteration work operations. g. Storage,protection, and accounting for salvaged and specially fabricated items. h. Existing conditions, staging, and structural loading limitations of areas where materials are stored. .� i. Qualifications of personnel assigned to alteration work and assigned duties. j. Requirements for extent and quality of work tolerances, and required clearances. k. Embedded work such as flashings and lintels, special details, collection of waste, protection of occupants and the public, and condition of other construction that c affects the Work or will affect the work. 3. Reporting: Record conference results and distribute copies to everyone in attendance and ' to others affected by decisions or actions resulting from conference. B. Coordination Meetings: Conduct coordination meetings specifically for alteration work at weekly intervals. Coordination meetings are in addition to specific meetings held for other c, purposes, such as progress meetings and preinstallation conferences. N r9 N 1. Attendees: In addition to representatives of Owner, Architect, and Contractor, each specialist, supplier, installer, and other entity concerned with progress or involved in planning, coordination, or performance of alteration work activities shall be represented at these meetings. All participants at conference shall be familiar with Project and authorized to conclude matters relating to alteration work. N 2. Agenda: Review and correct or approve minutes of previous coordination meeting. Review other items of significance that could affect progress of alteration work. Include topics for discussion as appropriate to status of Project. c a. Alteration Work Sub-schedule: Review progress since last coordination meeting. Determine whether each schedule item is on time, ahead of schedule, or behind schedule. Determine how construction behind schedule will be expedited with In retention of quality; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities are completed within the Contract Time. b. Schedule Updating: Revise Contractor's Alteration Work Subschedule after each coordination meeting where revisions to schedule have been made or recognized. Issue revised schedule concurrently with report of each meeting. C. Review present and future needs of each entity present, including review items m listed in the "Preliminary Conference for Alteration Work" Paragraph in this article and the following: e( 1) Interface requirements of alteration work with other Project Work. 2) Status of submittals for alteration work. 3) Access to alteration work locations. ALTERATION PROJECT PROCEDURES 013516 - 3 Packet Pg. 3390 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 4) Effectiveness of fire-prevention plan. 5) Quality and work standards of alteration work. 6) Change Orders for alteration work. 3. Reporting: Record meeting results and distribute copies to everyone in attendance and to others affected by decisions or actions resulting from each meeting. 1.6 MATERIALS OWNERSHIP A. Historic items, relics, and similar objects including, but not limited to, cornerstones and their ' contents, commemorative plaques and tablets, antiques, and other items of interest or value to Owner that may be encountered or uncovered during the Work,regardless of whether they were previously documented,remain Owner's property. 0 1. Carefully dismantle and salvage each item or object in a manner to prevent damage and protect it from damage, then promptly deliver it to Owner where directed at Project site. 1.7 INFORMATIONAL SUBMITTALS w A. Alteration Work Sub-schedule: cv 1. Submit alteration work sub-schedule within seven days of date established for commencement of alteration work. i B. Preconstruction Documentation: Show preexisting conditions of adjoining construction and site improvements that are to remain, including finish surfaces, that might be misconstrued as Z U_ damage caused by Contractor's alteration work operations. cv C. Alteration Work Program: Submit 30 days before work begins. 0 D. Fire-Prevention Plan: Submit 30 days before work begins. , 1.8 QUALITY ASSURANCE A. Specialist Qualifications: An experienced firm regularly engaged in specialty work similar in nature, materials, design, and extent to alteration work as specified in each Section and that has completed a minimum of five recent projects with a record of successful in-service performance that demonstrates the firm's qualifications to perform this work. 1. Field Supervisor Qualifications: Full-time supervisors experienced in specialty work similar in nature, material, design, and extent to that indicated for this Project. E Supervisors shall be on-site when specialty work begins and during its progress. Supervisors shall not be changed during Project except for causes beyond the control of the specialist firm. a. Construct new mockups of required work whenever a supervisor is replaced. ALTERATION PROJECT PROCEDURES 013516 - 4 Packet Pg. 3391 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual B. Alteration Work Program: Prepare a written plan for alteration work for whole Project, including each phase or process and protection of surrounding materials during operations. Show compliance with indicated methods and procedures specified in this and other Sections. Coordinate this whole-Project alteration work program with specific requirements of programs required in other alteration work Sections. 1. Dust and Noise Control: Include locations of proposed temporary dust- and noise-control partitions and means of egress from occupied areas coordinated with continuing on-site s operations and other known work in progress. 2. Debris Hauling: Include plans clearly marked to show debris hauling routes,turning radii, and locations and details of temporary protective barriers. .� C. Fire-Prevention Plan: Prepare a written plan for preventing fires during the Work, including placement of fire extinguishers, fire blankets, rag buckets, and other fire-control devices during :2 each phase or process. Coordinate plan with Owner's fire-protection equipment and 0 requirements. Include fire-watch personnel's training, duties, and authority to enforce fire safety. D. Safety and Health Standard: Comply with ANSI/ASSE A10.6. `44 1.9 STORAGE AND HANDLING OF SALVAGED MATERIALS W cv CD A. Salvaged Materials: cv 1. Clean loose dirt and debris from salvaged items unless more extensive cleaning is indicated. 2. Pack or crate items after cleaning; cushion against damage during handling. Label contents of containers. 3. Store items in a secure area until delivery to Owner. a� 4. Transport items to Owner's storage area designated by Owner. 5. Protect items from damage during transport and storage. B. Salvaged Materials for Reinstallation: 1. Repair and clean items for reuse as indicated. 2. Pack or crate items after cleaning and repairing; cushion against damage during handling. Label contents of containers. 3. Protect items from damage during transport and storage. 4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment unless otherwise indicated. Provide connections, supports, and miscellaneous materials to make items functional for use indicated. m C. Existing Materials to Remain: Protect construction indicated to remain against damage and soiling from construction work. Where permitted by Architect, items may be dismantled and taken to a suitable, protected storage location during construction work and reinstalled in their et original locations after alteration and other construction work in the vicinity is complete. ALTERATION PROJECT PROCEDURES 013516 - 5 Packet Pg. 3392 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual D. Storage: Catalog and store items within a weathertight enclosure where they are protected from moisture,weather, condensation, and freezing temperatures. 1. Identify each item for reinstallation with a nonpermanent mark to document its original location. Indicate original locations on plans, elevations, sections, or photographs by annotating the identifying marks. 2. Secure stored materials to protect from theft. 3. Control humidity so that it does not exceed 85 percent. Maintain temperatures 5 deg F or more above the dew point. E. Storage Space: 1. Owner will arrange for limited on-site location(s) for free storage of salvaged material. This storage space does not include security and climate control for stored material. 2. Arrange for off-site locations for storage and protection of salvaged material that cannot be stored and protected on-site. 1.10 FIELD CONDITIONS A. Survey of Existing Conditions: Record existing conditions that affect the Work by use of preconstruction photographs. W N 1. Comply with requirements specified in Section 013233 "Photographic Documentation." N B. Discrepancies: Notify Architect of discrepancies between existing conditions and Drawings before proceeding with removal and dismantling work. M C. Owner's Removals: Before beginning alteration work,verify in correspondence with Owner that ' required items have been removed. m D. Size Limitations in Existing Spaces: Materials,products, and equipment used for performing the 0 Work and for transporting debris, materials, and products shall be of sizes that clear surfaces within existing spaces, areas, rooms, and openings, including temporary protection, by 12 inches or more. PART 2 -PRODUCTS - (Not Used) PART 3 - EXECUTION 3.1 PROTECTION A. Protect persons, motor vehicles, surrounding surfaces of building, building site, plants, and surrounding buildings from harm resulting from alteration work. ALTERATION PROJECT PROCEDURES 013516 - 6 Packet Pg. 3393 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Use only proven protection methods, appropriate to each area and surface being protected. 2. Provide temporary barricades,barriers, and directional signage to exclude the public from areas where alteration work is being performed. 3. Erect temporary barriers to form and maintain fire-egress routes. 4. Erect temporary protective covers over walkways and at points of pedestrian and vehicular entrance and exit that must remain in service during alteration work. 5. Contain dust and debris generated by alteration work, and prevent it from reaching the = public or adjacent surfaces. _ 6. Provide shoring,bracing, and supports as necessary. Do not overload structural elements. 7. Protect floors and other surfaces along hauling routes from damage,wear, and staining. .� 8. Provide supplemental sound-control treatment to isolate demolition work from other areas of the building. B. Temporary Protection of Materials to Remain: c 1. Protect existing materials with temporary protections and construction. Do not remove existing materials unless otherwise indicated. 2. Do not attach temporary protection to existing surfaces except as indicated as part of the alteration work program. C. Comply with each product manufacturer's written instructions for protections and precautions. W Protect against adverse effects of products and procedures on people and adjacent materials, N components, and vegetation. D. Utility and Communications Services: e( 1. Notify Owner, Architect, authorities having jurisdiction, and entities owning or controlling wires, conduits, pipes, and other services affected by alteration work before N commencing operations. 2. Disconnect and cap pipes and services as required by authorities having jurisdiction, as � required for alteration work. 6 3. Maintain existing services unless otherwise indicated; keep in service, and protect against damage during operations. Provide temporary services during interruptions to existing utilities. E. Existing Drains: Prior to the start of work in an area, test drainage system to ensure that it is functioning properly. Notify Architect immediately of inadequate drainage or blockage. Do not begin work in an area until the drainage system is functioning properly. I. Prevent solids such as adhesive or mortar residue or other debris from entering the drainage system. Clean out drains and drain lines that become sluggish or blocked by sand or other materials resulting from alteration work. 2. Protect drains from pollutants. Block drains or filter out sediments, allowing only clean water to pass. F. Existing Roofing: Prior to the start of work in an area,install roofing protection. ALTERATION PROJECT PROCEDURES 013516 - 7 Packet Pg. 3394 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3.2 PROTECTION FROM FIRE A. General: Follow fire-prevention plan and the following: 1. Comply with NFPA 241 requirements unless otherwise indicated. 2. Remove and keep area free of combustibles, including rubbish, paper, waste, and chemicals,unless necessary for the immediate work. a. If combustible material cannot be removed, provide fire blankets to cover such materials. B. Heat-Generating Equipment and Combustible Materials: Comply with the following procedures while performing work with heat-generating equipment or combustible materials, including welding, torch-cutting, soldering, brazing, removing paint with heat, or other operations where open flames or implements using high heat or combustible solvents and chemicals are 0 anticipated: I. Obtain Owner's approval for operations involving use of welding or other high-heat equipment. Notify Owner 72 hours before each occurrence, indicating location of such work. 2. As far as practicable, restrict heat-generating equipment to shop areas or outside the building. 3. Do not perform work with heat-generating equipment in or near rooms or in areas where `~ flammable liquids or explosive vapors are present or thought to be present. Use a combustible gas indicator test to ensure that the area is safe. 4. Use fireproof baffles to prevent flames, sparks, hot gases, or other high-temperature material from reaching surrounding combustible material. 5. Prevent the spread of sparks and particles of hot metal through open windows, doors, holes, and cracks in floors,walls, ceilings,roofs, and other openings. N 6. Fire Watch: Before working with heat-generating equipment or combustible materials, station personnel to serve as a fire watch at each location where such work is performed. Fire-watch personnel shall have the authority to enforce fire safety. Station fire watch c according to NFPA 51B,NFPA 241, and as follows: a. Train each fire watch in the proper operation of fire-control equipment and alarms. b. Prohibit fire-watch personnel from other work that would be a distraction from fire-watch duties. C. Cease work with heat-generating equipment whenever fire-watch personnel are not present. d. Have fire-watch personnel perform final fire-safety inspection each day beginning no sooner than 30 minutes after conclusion of work in each area to detect hidden or smoldering fires and to ensure that proper fire prevention is maintained. e. Maintain fire-watch personnel at each area of Project site until 60 minutes after °i conclusion of daily work. C. Fire-Control Devices: Provide and maintain fire extinguishers, fire blankets, and rag buckets for disposal of rags with combustible liquids. Maintain each as suitable for the type of fire risk in each work area. Ensure that nearby personnel and the fire-watch personnel are trained in fire- extinguisher and blanket use. ALTERATION PROJECT PROCEDURES 013516 - 8 Packet Pg. 3395 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual D. Sprinklers: Where sprinkler protection exists and is functional, maintain it without interruption while operations are being performed. If operations are performed close to sprinklers, shield them temporarily with guards. 1. Remove temporary guards at the end of work shifts,whenever operations are paused, and when nearby work is complete. 3.3 PROTECTION DURING APPLICATION OF CHEMICALS A. Protect motor vehicles, surrounding surfaces of building, building site, plants, and surrounding ' buildings from harm or spillage resulting from applications of chemicals and adhesives. B. Cover adjacent surfaces with protective materials that are proven to resist chemicals selected for ;a_ Project unless chemicals being used will not damage adjacent surfaces as indicated in alteration .0 c work program. Use covering materials and masking agents that are waterproof and UV resistant and that will not stain or leave residue on surfaces to which they are applied. Apply protective materials according to manufacturer's written instructions. Do not apply liquid masking agents or adhesives to painted or porous surfaces. When no longer needed, promptly remove protective materials. C. Do not apply chemicals during winds of sufficient force to spread them to unprotected surfaces. W N D. Neutralize alkaline and acid wastes and legally dispose of off Owner's property. N E. Collect and dispose of runoff from chemical operations by legal means and in a manner that prevents soil contamination, soil erosion, undermining of paving and foundations, damage to z landscaping, or water penetration into building interior. Z N 3.4 GENERAL ALTERATION WORK E 0 A. Have specialty work performed only by qualified specialists. , B. Ensure that supervisory personnel are present when work begins and during its progress. C. Record existing work before each procedure (pre construction), and record progress during the work. Use digital preconstruction documentation photographs. Comply with requirements in Section 013233 "Photographic Documentation." D. Perform surveys of Project site as the Work progresses to detect hazards resulting from alterations. E. Notify Architect of visible changes in the integrity of material or components whether from environmental causes including biological attack, UV degradation, freezing, or thawing or from structural defects including cracks, movement, or distortion. 1. Do not proceed with the work in question until directed by Architect. ALTERATION PROJECT PROCEDURES 013516 - 9 Packet Pg. 3396 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual END OF SECTION 013516 0 cv cv CD cv M cv i cv m 0 U ALTERATION PROJECT PROCEDURES 013516 - 10 Packet Pg. 3397 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 014000 - QUALITY REQUIREMENTS PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for quality assurance and quality control. B. Testing and inspecting services are required to verify compliance with requirements specified or N indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1. Specific quality-assurance and -control requirements for individual construction activities ci are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products. 2. Specified tests, inspections, and related actions do not limit Contractor's other quality- i assurance and -control procedures that facilitate compliance with the Contract Document requirements. z 3. Requirements for Contractor to provide quality-assurance and -control services required by Architect, Owner or authorities having jurisdiction are not limited by provisions of this Section. E 4. Specific test and inspection requirements are not specified in this Section. 0 C. Related Requirements: 1. Section 012100 "Allowances" for testing and inspecting allowances. 1.3 DEFINITIONS A. Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements. B. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction comply with requirements. Services do not include contract enforcement activities performed by Architect. QUALITY REQUIREMENTS 014000 - 1 Packet Pg. 3398 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual C. Mockups: Full-size physical assemblies that are constructed on-site. Mockups are constructed to verify selections made under Sample submittals; to demonstrate aesthetic effects and, where indicated, qualities of materials and execution; to review coordination, testing, or operation; to show interface between dissimilar materials; and to demonstrate compliance with specified installation tolerances. Mockups are not Samples. Unless otherwise indicated, approved mockups establish the standard by which the Work will be judged. 1. Laboratory Mockups: Full-size physical assemblies constructed at testing facility to verify performance characteristics. 2. Integrated Exterior Mockups: Mockups of the exterior envelope erected separately from the building but on Project site, consisting of multiple products, assemblies, and .� subassemblies. 3. Room Mockups: Mockups of typical interior spaces complete with wall, floor, and ceiling finishes, doors, windows, millwork, casework, specialties, furnishings and equipment, and lighting. 0 D. Preconstruction Testing: Tests and inspections performed specifically for Project before products and materials are incorporated into the Work, to verify performance or compliance with specified criteria. E. Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP, or a testing agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to establish product performance and compliance with specified requirements. N M F. Source Quality-Control Control Testing: Tests and inspections that are performed at the source e. Q Y- g� p p g�, �.. plant,mill,factory, or shop. e( G. Field Quality-Control Testing: Tests and inspections that are performed on-site for installation of the Work and for completed Work. N H. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency. I. Installer/Applicator/Erector: 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. 1. Use of trade-specific terminology in referring to a trade or entity does not require that C certain construction activities be performed by accredited or unionized individuals, or that requirements specified apply exclusively to specific trade(s). J. Experienced: When used with an entity or individual, "experienced" means having successfully completed a minimum of five previous projects similar in nature, size, and extent to this Project; being familiar with special requirements indicated; and having complied with requirements of authorities having jurisdiction. QUALITY REQUIREMENTS 014000 - 2 Packet Pg. 3399 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1.4 CONFLICTING REQUIREMENTS A. Referenced Standards: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer conflicting requirements that are different, but apparently equal, to Architect for a decision before proceeding. B. 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 Architect for a decision before proceeding. 1.5 ACTION SUBMITTALS A. Shop Drawings: For mockups, provide plans, sections, and elevations, indicating materials and size of mockup construction. 1. Indicate manufacturer and model number of individual components. 2. Provide axonometric drawings for conditions difficult to illustrate in two dimensions. cv cv M 1.6 INFORMATIONAL SUBMITTALS `44 i A. Contractor's Quality-Control Plan: For quality-assurance and quality-control activities and responsibilities. z B. Qualification Data: For Contractor's quality-control personnel. m E C. Contractor's Statement of Responsibility: When required by authorities having jurisdiction, 6 submit copy of written statement of responsibility sent to authorities having jurisdiction before , starting work on the following systems: 1. Seismic-force-resisting system, designated seismic system, or component listed in the designated seismic system quality-assurance plan prepared by Architect. 2. Main wind-force-resisting system or a wind-resisting component listed in the wind-force- resisting system quality-assurance plan prepared by Architect. D. Testing Agency Qualifications: 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. E. Schedule of Tests and Inspections: Prepare in tabular form and include the following: 1. Specification Section number and title. 2. Entity responsible for performing tests and inspections. 3. Description of test and inspection. QUALITY REQUIREMENTS 014000 - 3 Packet Pg. 3400 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 4. Identification of applicable standards. 5. Identification of test and inspection methods. 6. Number of tests and inspections required. 7. Time schedule or time span for tests and inspections. 8. Requirements for obtaining samples. 9. Unique characteristics of each quality-control service. 1.7 CONTRACTOR'S QUALITY-CONTROL PLAN A. Quality-Control Plan, General: Submit quality-control plan within 10 days of Notice to Proceed, and not less than five days prior to preconstruction conference. Submit in format acceptable to Architect. Identify personnel, procedures, controls, instructions, tests, records, and forms to be used to carry out Contractor's quality-assurance and quality-control responsibilities. Coordinate with Contractor's construction schedule. 0 B. Quality-Control Personnel Qualifications: Engage qualified full-time personnel trained and experienced in managing and executing quality-assurance and quality-control procedures similar in nature and extent to those required for Project. 1. Project quality-control manager may also serve as Project superintendent. C. Submittal Procedure: Describe procedures for ensuring compliance with requirements through N review and management of submittal process. Indicate qualifications of personnel responsible � for submittal review. i D. Testing and Inspection: In quality-control plan, include a comprehensive schedule of Work requiring testing or inspection,including the following: 1. Contractor-performed tests and inspections including subcontractor-performed tests and inspections. Include required tests and inspections and Contractor-elected tests and inspections. 6 2. Special inspections required by authorities having jurisdiction and indicated on the "Statement of Special Inspections." 3. Owner-performed tests and inspections indicated in the Contract Documents. E. Continuous Inspection of Workmanship: Describe process for continuous inspection during construction to identify and correct deficiencies in workmanship in addition to testing and inspection specified. Indicate types of corrective actions to be required to bring work into = compliance with standards of workmanship established by Contract requirements and approved mockups. F. Monitoring and Documentation: Maintain testing and inspection reports including log of W approved and rejected results. Include work Architect has indicated as nonconforming or E defective. Indicate corrective actions taken to bring nonconforming work into compliance with requirements. Comply with requirements of authorities having jurisdiction. QUALITY REQUIREMENTS 014000 - 4 Packet Pg. 3401 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1.8 REPORTS AND DOCUMENTS A. Test and Inspection Reports: Prepare and submit certified written reports specified in other Sections. Include the following: 1. Date of issue. 2. Project title and number. 3. Name, address, and telephone number of testing agency. _ 4. Dates and locations of samples and tests or inspections. 5. Names of individuals making tests and inspections. 6. Description of the Work and test and inspection method. 7. Identification of product and Specification Section. 8. Complete test or inspection data. 9. Test and inspection results and an interpretation of test results. ;2 10. Record of temperature and weather conditions at time of sample taking and testing and .0 0 inspecting. 11. Comments or professional opinion on whether tested or inspected Work complies with the Contract Document requirements. 12. Name and signature of laboratory inspector. 13. Recommendations on retesting and reinspecting. w B. Manufacturer's Technical Representative's Field Reports: Prepare written information '✓ documenting manufacturer's technical representative's tests and inspections specified in other Sections. Include the following: N 1. Name, address, and telephone number of technical representative making report. 2. Statement on condition of substrates and their acceptability for installation of product. 3. Statement that products at Project site comply with requirements. 4. Summary of installation procedures being followed, whether they comply with N requirements and,if not,what corrective action was taken. a� 5. Results of operational and other tests and a statement of whether observed performance E complies with requirements. c 6. Statement whether conditions,products, and installation will affect warranty. 7. Other required items indicated in individual Specification Sections. C. Factory-Authorized Service Representative's Reports: Prepare written information documenting manufacturer's factory-authorized service representative's tests and inspections specified in other Sections. Include the following: I. Name, address, and telephone number of factory-authorized service representative making report. 2. Statement that equipment complies with requirements. 3. Results of operational and other tests and a statement of whether observed performance m E complies with requirements. 4. Statement whether conditions,products, and installation will affect warranty. 5. Other required items indicated in individual Specification Sections. D. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee QUALITY REQUIREMENTS 014000 - 5 Packet Pg. 3402 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work. 1.9 QUALITY ASSURANCE A. General: Qualifications paragraphs in this article establish the minimum qualification levels required; individual Specification Sections specify additional requirements. B. 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, as well as sufficient production capacity to produce required units. � C. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. D. 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. E. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed C44 for installations of the system, assembly, or product that are similar in material, design, and extent to those indicated for this Project. F. Specialists: Certain Specification Sections 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. W E 1. Requirements of authorities having jurisdiction shall supersede requirements for specialists. , G. Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the experience and capability to conduct testing and inspecting indicated, as documented according to ASTM E 329; and with additional qualifications specified in individual Sections; and, where � required by authorities having jurisdiction,that is acceptable to authorities. 1. NRTL: A nationally recognized testing laboratory according to 29 CFR 1910.7. 2. NVLAP: A testing agency accredited according to NIST's National Voluntary Laboratory Accreditation Program. H. Manufacturer's Technical Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to observe and inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project. QUALITY REQUIREMENTS 014000 - 6 Packet Pg. 3403 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual I. Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Protect. J. Preconstruction Testing: Where testing agency is indicated to perform preconstruction testing for compliance with specified requirements for performance and test methods, comply with the following: _ 1. Contractor responsibilities include the following: a. Provide test specimens representative of proposed products and construction. b. Submit specimens in a timely manner with sufficient time for testing and analyzing results to prevent delaying the Work. a_ C. Provide sizes and configurations of test assemblies, mockups, and laboratory Z c mockups to adequately demonstrate capability of products to comply with performance requirements. d. Build site-assembled test assemblies and mockups using installers who will perform same tasks for Project. e. Build laboratory mockups at testing facility using personnel, products, and methods of construction indicated for the completed Work. u�o f. When testing is complete, remove test specimens, assemblies and mockups; do not reuse products on Project. cv r9 2. Testing Agency Responsibilities: Submit a certified written report of each test, `~ inspection, and similar quality-assurance service to Architect with copy to Contractor. Interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents. K. Mockups: Before installing portions of the Work requiring mockups, build mockups for each W form of construction and finish required to comply with the following requirements, using :5 materials indicated for the completed Work: 6 1. Build mockups in location and of size indicated or, if not indicated, as directed by Architect. 2. Notify Architect seven days in advance of dates and times when mockups will be constructed. 3. Employ supervisory personnel who will oversee mockup construction. Employ workers that will be employed during the construction at Project. 4. Demonstrate the proposed range of aesthetic effects and workmanship. 5. Obtain Architect's approval of mockups before starting work, fabrication, or construction. a. Allow seven days for initial review and each re-review of each mockup. 6. Maintain mockups during construction in an undisturbed condition as a standard for judging the completed Work. 7. Demolish and remove mockups when directed unless otherwise indicated. QUALITY REQUIREMENTS 014000 - 7 Packet Pg. 3404 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1.10 QUALITY CONTROL A. Owner Responsibilities: Where quality-control services are indicated as Owner's responsibility, Owner will engage a qualified testing agency to perform these services. 1. Owner will furnish Contractor with names, addresses, and telephone numbers of testing agencies engaged and a description of types of testing and inspecting they are engaged to perform. _ 2. Payment for these services will be made from testing and inspecting allowances, as authorized by Change Orders. 3. Costs for retesting and re-inspecting construction that replaces or is necessitated by work that failed to comply with the Contract Documents will be charged to Contractor, and the Contract Sum will be adjusted by Change Order. B. Contractor Responsibilities: Tests and inspections not explicitly assigned to Owner are c Contractor's responsibility. Perform additional quality-control activities required to verify that the Work complies with requirements,whether specified or not. 1. Unless otherwise indicated, provide quality-control services specified and those required by authorities having jurisdiction. Perform quality-control services required of Contractor by authorities having jurisdiction,whether specified or not. 2. Where services are indicated as Contractor's responsibility, engage a qualified testing agency to perform these quality-control services. CD cv M a. Contractor shall not employ same entity engaged by Owner, unless agreed to in `CD V writing by Owner. i 3. Notify testing agencies at least 24 hours in advance of time when Work that requires testing or inspecting will be performed. ' cv 4. Where quality-control services are indicated as Contractor's responsibility, submit a m certified written report,in duplicate, of each quality-control service. M 5. Testing and inspecting requested by Contractor and not required by the Contract Documents are Contractor's responsibility. 6. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct. C. Manufacturer's Field Services: Where indicated, engage a factory-authorized service representative to inspect field-assembled components and equipment installation, including service connections. Report results in writing as specified in Section 013300 "Submittal s Procedures." _ D. Manufacturer's Technical Services: Where indicated, engage a manufacturer's technical representative to observe and inspect the Work. Manufacturer's technical representative's services include participation in preinstallation conferences, examination of substrates and conditions, verification of materials, observation of Installer activities, inspection of completed portions of the Work, and submittal of written reports. et QUALITY REQUIREMENTS 014000 - 8 Packet Pg. 3405 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual E. Retesting/Re-inspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality-control services, including retesting and reinspecting, for construction that replaced Work that failed to comply with the Contract Documents. F. Testing Agency Responsibilities: Cooperate with Architect and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections. 1. Notify Architect and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services. _ 2. Determine the location from which test samples will be taken and in which in-situ tests are conducted. ' 3. Conduct and interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from requirements. 4. Submit a certified written report, in duplicate, of each test, inspection, and similar quality-control service through Contractor. 0 5. Do not release, revoke, alter, or increase the Contract Document requirements or approve or accept any portion of the Work. 6. Do not perform any duties of Contractor. N r G. Associated Services: Cooperate with agencies performing required tests, inspections, and similar quality-control services, and provide reasonable auxiliary services as requested. Notify u�o agency sufficiently in advance of operations to permit assignment of personnel. Provide the following: N N r9 1. Access to the Work. N 2. Incidental labor and facilities necessary to facilitate tests and inspections. 3. Adequate quantities of representative samples of materials that require testing and inspecting. Assist agency in obtaining samples. 4. Facilities for storage and field curing of test samples. N 5. Delivery of samples to testing agencies. m 6. Preliminary design mix proposed for use for material mixes that require control by testing E agency. c 7. Security and protection for samples and for testing and inspecting equipment at Project site. H. Coordination: Coordinate sequence of activities to accommodate required quality-assurance and -control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting. 1. Schedule times for tests,inspections, obtaining samples, and similar activities. I. Schedule of Tests and Inspections: Prepare a schedule of tests, inspections, and similar quality- control services required by the Contract Documents as a component of Contractor's quality- control plan. Coordinate and submit concurrently with Contractor's construction schedule. Update as the Work progresses. 1. Distribution: Distribute schedule to Owner, Architect and testing agencies, and each party involved in performance of portions of the Work where tests and inspections are required. QUALITY REQUIREMENTS 014000 - 9 Packet Pg. 3406 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1.11 SPECIAL TESTS AND INSPECTIONS A. Special Tests and Inspections: Conducted by a qualified testing agency as required by authorities having jurisdiction as indicated in individual Specification Sections and as follows: 1. Verifying that manufacturer maintains detailed fabrication and quality-control procedures and reviews the completeness and adequacy of those procedures to perform the Work. 2. Notifying Architect and Contractor promptly of irregularities and deficiencies observed in the Work during performance of its services. _ 3. Submitting a certified written report of each test, inspection, and similar quality-control service to Architect with copy to Contractor and to authorities having jurisdiction. 4. Submitting a final report of special tests and inspections at Substantial Completion, which includes a list of unresolved deficiencies. 5. Interpreting tests and inspections and stating in each report whether tested and inspected work complies with or deviates from the Contract Documents. 0 6. Retesting and re-inspecting corrected work. S PART 2 -PRODUCTS (Not Used) `4' PART 3 - EXECUTION cv CD cv M 3.1 TEST AND INSPECTION LOG `" i A. Test and Inspection Log: Prepare a record of tests and inspections. Include the following: z 1. Date test or inspection was conducted. 2. Description of the Work tested or inspected. 3. Date test or inspection results were transmitted to Architect. E 4. Identification of testing agency or special inspector conducting test or inspection. 0 B. Maintain log at Project site. Post changes and revisions as they occur. Provide access to test and inspection log for Architect's reference during normal working hours. 3.2 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 Specification Sections or matching existing substrates and finishes. Restore patched areas E and extend restoration into adjoining areas with durable seams that are as invisible as possible. Comply with the Contract Document requirements for cutting and patching in Section 017300 "Execution." B. Protect construction exposed by or for quality-control service activities. QUALITY REQUIREMENTS 014000 - 10 Packet Pg. 3407 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality-control services. END OF SECTION 014000 0 cv cv cv r9 cv i cv 0 QUALITY REQUIREMENTS 014000 - 11 Packet Pg. 3408 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 014200 - REFERENCES PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 DEFINITIONS A. General: Basic Contract definitions are included in the Conditions of the Contract. B. "Approved": When used to convey Architect's action on Contractor's submittals, applications, , and requests, "approved" is limited to Architect's duties and responsibilities as stated in the Conditions of the Contract. w C. "Directed": A command or instruction by Architect. Other terms including "requested,"it authorized, selected, required, and permitted have the same meaning as directed. � N M D. "Indicated": Requirements expressed by graphic representations or in written form on N Drawings, in Specifications, and in other Contract Documents. Other terms including "shown," i it "scheduled," and"specified" have the same meaning as "indicated." z FL E. "Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control m performance of the Work. E 0 F. "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations. G. "Install": Unload, temporarily store, unpack, assemble, erect, place, anchor, apply, work to dimension, finish, cure,protect, clean, and similar operations at Project site. H. "Provide": Furnish and install, complete and ready for the intended use. I. "Project Site": 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. 1.3 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 REFERENCES 014200 - 1 Packet Pg. 3409 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. B. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated. C. Copies of Standards: Each entity engaged in construction on Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not s bound with the Contract Documents. _ 1. Where copies of standards are needed to perform a required construction activity, obtain .� copies directly from publication source. 1.4 ABBREVIATIONS AND ACRONYMS A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities indicated in Gale's "Encyclopedia of Associations: National Organizations of the U.S." or in Columbia Books' "National Trade & Professional Associations of the United States." B. 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. This information is subject to change and is believed to be accurate as of the date of the Contract Documents. i 1. AABC -Associated Air Balance Council; www.aabc.com. 2. AAMA -American Architectural Manufacturers Association; www.aamane". 3. AAPFCO - Association of American Plant Food Control Officials; www.aUfco.org. 4. AASHTO - American Association of State Highway and Transportation Officials; www.transportation.org. � 5. AATCC -American Association of Textile Chemists and Colorists; www.aatcc.org. 6. ABMA - American Bearing Manufacturers Association;www.amen*canbean*ngs.org. 7. ABMA - American Boiler Manufacturers Association;www.abma.com. 8. ACI- American Concrete Institute; (Formerly: ACI International);www.abma.com. 9. ACPA -American Concrete Pipe Association; www.concrete- ip peorg. 10. AEIC- Association of Edison Illuminating Companies, Inc. (The); www.aeic.QM. 11. AF&PA -American Forest&Paper Association; www.afandpa.org. 12. AGA -American Gas Association; www.a a.org. 13. AHAM -Association of Home Appliance Manufacturers; www.aham.org. 14. AHRI -Air-Conditioning, Heating, and Refrigeration Institute (The);www.ahrinet.oM. 15. Al-Asphalt Institute; www.asphaltinstitute.org. 16. AIA - American Institute of Architects (The); www.aia.org. 17. AISC-American Institute of Steel Construction; www.aisc.org. 18. AISI-American Iron and Steel Institute; www.steel.org. 19. AITC- American Institute of Timber Construction; www.aitc-glulam.org. 20. AMCA - Air Movement and Control Association International, Inc.;www.amca.org. 21. ANSI- American National Standards Institute; www.ansi.or_.. 22. AOSA - Association of Official Seed Analysts, Inc.; www.aosaseed.com. REFERENCES 014200 - 2 Packet Pg. 3410 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 23. APA - APA - The Engineered Wood Association; wy .apawood.org. 24. APA - Architectural Precast Association; www.archprecast.org. 25. API- American Petroleum Institute;www.al2i.org. 26. ARI - Air-Conditioning &Refrigeration Institute; (See AHRI). 27. ARI - American Refrigeration Institute; (See AHRI). 28. ARMA - Asphalt Roofing Manufacturers Association;www.asphaltroofing.org. 29. ASCE -American Society of Civil Engineers; www.asce.org. 30. ASCE/SEI - American Society of Civil Engineers/Structural Engineering Institute; (See s ASCE). 31. ASHRAE - American Society of Heating, Refrigerating and Air-Conditioning Engineers; www.ashrae.org. .� 32. ASME - ASME International; (American Society of Mechanical Engineers); www.asme.org. 33. ASSE -American Society of Safety Engineers (The); www.asse.org. 34. ASSE -American Society of Sanitary Engineering; www.asse-pl unbing.org. c 35. ASTM - ASTM International; www.asthn.oM. 36. ATIS - Alliance for Telecommunications Industry Solutions; www.atis.or 37. AWEA - American Wind Energy Association;www.awea.org. N 38. AWI - Architectural Woodwork Institute; www.awinet.org. 39. AWMAC - Architectural Woodwork Manufacturers Association of Canada; www.awmac.com. 40. AWPA -American Wood Protection Association; www.awpa.com. cv 41. AWS -American Welding Society; www.aws.or�4. N 42. AWWA -American Water Works Association; www.awwa.org. N 43. BHMA - Builders Hardware Manufacturers Association; www.buildershardware.com. 44. BIA - Brick Industry Association(The);www.gobn*ck.com. 45. BICSI-BICSI, Inc.; www.bicsi.om. 46. BIFMA - BIFMA International; (Business and Institutional Furniture Manufacturer's EL Association); www.bifina.oEg. c44 47. BISSC-Baking Industry Sanitation Standards Committee; www.bisse.oEg. W 48. BWF - Badminton World Federation; (Formerly: International Badminton Federation); 2 www.bissc.or 0 49. CDA - Copper Development Association;www.copper.org. 50. CEA - Canadian Electricity Association;www.electrici .ca. 51. CEA - Consumer Electronics Association; www.ce.or 52. CFFA - Chemical Fabrics and Film Association, Inc.;www.chemicalfabricsandfilm.com. 1? 53. CFSEI- Cold-Formed Steel Engineers Institute; www.efsei.ory. �s 54. CGA - Compressed Gas Association; www.cganet.com. 55. CIMA - Cellulose Insulation Manufacturers Association; www.cellulose.org. 56. CISCA - Ceilings & Interior Systems Construction Association; www.cisca.or . 57. CISPI- Cast Iron Soil Pipe Institute; www.cispi.org. 58. CLFMI- Chain Link Fence Manufacturers Institute; www.chainlialLinfo.org. 59. CPA - Composite Panel Association; www.pbmd£com. E 60. CRI- Carpet and Rug Institute (The); www.carpet-! .org. 61. CRRC- Cool Roof Rating Council; www.coolroofs.org. 62. CRSI- Concrete Reinforcing Steel Institute; www.crsi.or . 63. CSA - Canadian Standards Association; www.csa.ca. 64. CSA - CSA International; (Formerly. IAS - International Approval Services); www.csa- international.org. REFERENCES 014200 - 3 Packet Pg. 3411 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 65. CSI- Construction Specifications Institute (The); www.csinet.org. 66. CSSB - Cedar Shake & Shingle Bureau; www.cedarbureau.org. 67. CTI- Cooling Technology Institute; (Formerly: Cooling Tower Institute); www.eti.or . 68. CWC- Composite Wood Council; (See CPA). 69. DASMA - Door and Access Systems Manufacturers Association; www.dasma.com. 70. DHI- Door and Hardware Institute;www.dhi.org. 71. ECA - Electronic Components Association; (See ECIA). 72. ECAMA - Electronic Components Assemblies &Materials Association; (See ECIA). s 73. ECIA - Electronic Components Industry Association;www.eclaonline.org. s 74. EIA -Electronic Industries Alliance; (See TIA). 75. EIMA -EIFS Industry Members Association; www.elma.com. .� 76. EJMA -Expansion Joint Manufacturers Association, Inc.; www.eima.0r9. 77. ESD - ESD Association; (Electrostatic Discharge Association); www.esda.org. 78. ESTA - Entertainment Services and Technology Association; (See PLASA). 79. EVO -Efficiency Valuation Organization; www.evo-world.org. e 80. FCI-Fluid Controls Institute; www.fluid controlsinstitute.or . 81. FIBA - Federation Internationale de Basketball; (The International Basketball Federation); www.fiba.com. 82. FIVB - Federation Internationale de Volleyball; (The International Volleyball Federation); www.fivb.org. 83. FM Approvals -FM Approvals LLC; www.finglobal.com. 84. FM Global -FM Global; (Formerly. FMG-FM Global); www.finglobal.com. 85. FRSA - Florida Roofing, Sheet Metal & Air Conditioning Contractors Association, Inc.; CD N www.flondaroof.com. M N 86. FSA -Fluid Sealing Association; www.fluid sealing.coin. 87. FSC- Forest Stewardship Council U.S.;www.fscus.or . 88. GA - Gypsum Association;www.gypsuni.org. z 89. GANA - Glass Association of North America; www.glasswebsite.com. 0 90. GS - Green Seal;www.greenseal.org. N 91. HI-Hydraulic Institute; www.pumps.org. °i 92. HI/GAMA -Hydronics Institute/Gas Appliance Manufacturers Association; (See AHRI). 2 93. HMMA -Hollow Metal Manufacturers Association; (See NAAMM). > 94. HPVA - Hardwood Plywood &Veneer Association; www.hpva.org. 95. HPW-H. P. White Laboratory, Inc.; www.hj2white.com. 96. IAPSC- International Association of Professional Security Consultants; www.iapsc.org. 97. IAS - International Accreditation Service; www.iasonline.or 1? 98. IAS - International Approval Services; (See CSA). �s 99. ICBO - International Conference of Building Officials; (See ICC). s 100. ICC - International Code Council; www.iccsafe.org. 101. ICEA - Insulated Cable Engineers Association, Inc.; www.icea.net. 102. ICPA - International Cast Polymer Alliance;www.icpa-hd.org. 103. ICRI- International Concrete Repair Institute, Inc.;www.icri.org. 104. IEC- International Electrotechnical Commission; www.lec.ch. E 105. IEEE -Institute of Electrical and Electronics Engineers, Inc. (The); www.ieee.or_.. 106. IES - Illuminating Engineering Society; (Formerly: Illuminating Engineering Society of North America); www.ies.or . 107. IESNA - Illuminating Engineering Society of North America; (See IES). 108. IEST- Institute of Environmental Sciences and Technology;wy .iest.or . 109. IGMA -Insulating Glass Manufacturers Alliance; www.igmaonline.org. REFERENCES 014200 - 4 Packet Pg. 3412 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 110. IGSHPA - International Ground Source Heat Pump Association; www.igshpa.okstate.edu. 111. ILI- Indiana Limestone Institute of America, Inc.;www.iliai.com. 112. Intertek - Intertek Group; (Formerly: ETL SEMCO; Intertek Testing Service NA); www.intertek.com. 113. ISA - International Society of Automation (The); (Formerly: Instrumentation, Systems, and Automation Society);www.isa.org. 114. ISAS - Instrumentation, Systems, and Automation Society (The); (See ISA). s 115. ISFA - International Surface Fabricators Association; (Formerly: International Solid s Surface Fabricators Association); www.isfanow.org. 116. ISO - International Organization for Standardization; www.iso.org. .� 117. ISSFA - International Solid Surface Fabricators Association; (See ISFA). 118. ITU - International Telecommunication Union; www.itu.int/home. 119. KCMA - Kitchen Cabinet Manufacturers Association;www.kcma.org. 120. LMA -Laminating Materials Association; (See CPA). 0 121. LPI- Lightning Protection Institute;www.lightning.org. 122. MBMA - Metal Building Manufacturers Association;www.mbma.com. 123. MCA - Metal Construction Association; www.metalconstruction.org. 124. MFMA - Maple Flooring Manufacturers Association, Inc.; www.maplefloor.org. 125. MFMA - Metal Framing Manufacturers Association, Inc.;www.metalframin rafg.org. 126. MHIA -Material Handling Industry of America; www.mhia.org. 127. MIA -Marble Institute of America; www.marble-institute.com. 128. MMPA - Moulding &Millwork Producers Association;www.wmmpa.com. CD cv 129. MPI- Master Painters Institute; www.paintinfo.com. N 130. MSS - Manufacturers Standardization Society of The Valve and Fittings Industry Inc.; www.mss-hq.org. 131. NAAMM - National Association of Architectural Metal Manufacturers; z www.naamm.org. �- 132. NACE - NACE International; (National Association of Corrosion Engineers N International); www.nace.org. E 133. NADCA -National Air Duct Cleaners Association; www.nadca.com. 2 134. NAIMA -North American Insulation Manufacturers Association; www.namia.org. > 135. NBGQA -National Building Granite Quarries Association, Inc.; www.nbgga.com. 136. NBI-New Buildings Institute; www.newbuildings.org. 137. NCAA -National Collegiate Athletic Association(The); www.ncaa.org. 138. NCMA -National Concrete Masonry Association; www.ncma.oM. 1? 139. NEBB -National Environmental Balancing Bureau; www.nebb.or . 140. NECA -National Electrical Contractors Association;www.necanet.org. 141. NeLMA -Northeastern Lumber Manufacturers Association;www.nelma.org. 142. NEMA -National Electrical Manufacturers Association; www.nema.or . 143. NETA -InterNational Electrical Testing Association;www.netaworld.org. 144. NFHS -National Federation of State High School Associations; www.nflis.org. 145. NFPA -National Fire Protection Association; www.nfpa.org. 146. NFPA -NFPA International; (See NFPA). 147. NFRC-National Fenestration Rating Council;www.nfrc.org. 148. NHLA -National Hardwood Lumber Association; www.nhla.com. 149. NLGA -National Lumber Grades Authority; www.nlga.org. 150. NOFMA -National Oak Flooring Manufacturers Association; (See NWFA). 151. NOMMA -National Ornamental&Miscellaneous Metals Association; www.nomma.org. REFERENCES 014200 - 5 Packet Pg. 3413 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 152. NRCA -National Roofing Contractors Association; www.nrca.net. 153. NRMCA -National Ready Mixed Concrete Association; www.nnnca.org. 154. NSF -NSF International; www.nsf.or . 155. NSPE -National Society of Professional Engineers; www.nspe.org. 156. NSSGA -National Stone, Sand& Gravel Association;www.nssga.org. 157. NTMA -National Terrazzo &Mosaic Association, Inc. (The); www.ntma.com. 158. NWFA -National Wood Flooring Association; www.nwfa.org. 159. PCI-Precast/Prestressed Concrete Institute;www.pci.or 160. PDI-Plumbing & Drainage Institute;www.pdionline.org. s 161. PLASA - PLASA; (Formerly: ESTA - Entertainment Services and Technology Association); www.plasa.oM. .� 162. RCSC-Research Council on Structural Connections; www.boltcounciLor . 163. RFCI- Resilient Floor Covering Institute;www.rfci.com. 164. RIS -Redwood Inspection Service; www.redwoodinspection.com. 165. SAE- SAE International;wy .sae.or c 166. SCTE - Society of Cable Telecommunications Engineers; www.scte.org. 167. SDI- Steel Deck Institute;wy .sdi.or 168. SDI- Steel Door Institute;www.steeldoor.org. 169. SEFA - Scientific Equipment and Furniture Association(The); www.sefalabs.com. 170. SEVASCE - Structural Engineering Institute/American Society of Civil Engineers; (See ASCE). 171. SIA - Security Industry Association;www.siaonline.org. 172. SJI - Steel Joist Institute; www.steelj*olst.org. N 173. SMA - Screen Manufacturers Association; www.smainfo.org. N 174. SMACNA - Sheet Metal and Air Conditioning Contractors' National Association; www.smacna.org. 175. SMPTE - Society of Motion Picture and Television Engineers; www.smpte.org. z 176. SPFA - Spray Polyurethane Foam Alliance; www.sprayfoam.org. �- 177. SPIB - Southern Pine Inspection Bureau;www.spib.org. N 178. SPRI- Single Ply Roofing Industry; www.spn.org. E 179. SRCC - Solar Rating & Certification Corporation; www.solar-rating.oM. 2 180. SSINA - Specialty Steel Industry of North America; www.ssina.com. > 181. SSPC- SSPC: The Society for Protective Coatings;www.sspc.org. 182. STI - Steel Tank Institute;www.steeltank.com. 183. SWI- Steel Window Institute; www.steelwindows.com. 184. SWPA - Submersible Wastewater Pump Association;www.swpa.org. 185. TCA - Tilt-Up Concrete Association; www.tilt-up.org. 186. TCNA - Tile Council of North America, Inc.; www.tileusa.com. s 187. TEMA - Tubular Exchanger Manufacturers Association, Inc.; www.tema.org. 188. TIA - Telecommunications Industry Association (The); (Formerly: TIA/EIA - Telecommunications Industry Association/Electronic Industries Alliance); www.tiagEline.org. m 189. TIA/EIA - Telecommunications Industry Association/Electronic Industries Alliance; (See TIA). 190. TMS - The Masonry Society; www.masonrysocie .org. 191. TPI- Truss Plate Institute;www.tpinst.org. 192. TPI- Turfgrass Producers International; www.turfgrasssod.org. 193. TRI- Tile Roofing Institute; www.tileroofin .org. 194. UL -Underwriters Laboratories Inc.;www.ul.com. REFERENCES 014200 - 6 Packet Pg. 3414 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 195. UNI-Uni-Bell PVC Pipe Association;www.uni-bell.org. 196. USAV-USA Volleyball;www.usavollevball.org. 197. USGBC-U.S. Green Building Council; www.usgbc.org. 198. USITT-United States Institute for Theatre Technology, Inc.; www.usitt.org. 199. WASTEC- Waste Equipment Technology Association; www.wastec.M. 200. WCLIB - West Coast Lumber Inspection Bureau; www.wclib.org. 201. WCMA -Window Covering Manufacturers Association;www.wcmanet.org. 202. WDMA - Window& Door Manufacturers Association;www.wdma.com. _ 203. WI - Woodwork Institute;www.wicnet.or . 204. WSRCA -Western States Roofing Contractors Association; www.wsrca.com. 205. WWPA - Western Wood Products Association;www.wwj2a.org. C. 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. This information is believed to be accurate as of the date of the Contract Documents. 0 c I. DIN- Deutsches Institut fur Normung e.V.;www.din.de. 2. IAPMO - International Association of Plumbing and Mechanical Officials; cv www.iapmo.org. 3. ICC - International Code Council; www.iccsafe.g . 4. ICC-ES -ICC Evaluation Service, LLC; www.icc-es.org. w D. Federal Government Agencies: Where abbreviations and acronyms are used in Specifications or `CD V other Contract Documents, they shall mean the recognized name of the entities in the following list. Information is subject to change and is up to date as of the date of the Contract Documents. i 1. COE - Army Corps of Engineers;www.usace.annv.mil. 2. CPSC- Consumer Product Safety Commission; www.cpsc.gov. 3. DOC - Department of Commerce; National Institute of Standards and Technology; N www.nist.gov. 4. DOD -Department of Defense; www.gEiLisearch.dla.mil. � 5. DOE -Department of Energy; www.ener ov. c 6. EPA - Environmental Protection Agency;www.epov. 7. FAA - Federal Aviation Administration;www.faa.gov. 8. FG- Federal Government Publications; www.gpo.gov. 9. GSA - General Services Administration;wy . sa.gov. 10. HUD -Department of Housing and Urban Development; www.hud.gov. 11. LBL - Lawrence Berkeley National Laboratory; Environmental Energy Technologies Division; www.eetd.lbl.gov. 12. OSHA - Occupational Safety &Health Administration; wwwosha.gov. 13. SD - Department of State;wwwstate.gov. 14. TRB - Transportation Research Board; National Cooperative Highway Research Program; The National Academies; www.trb.or E 15. USDA - Department of Agriculture; Agriculture Research Service; U.S. Salinity Laboratory; www.ars.usda.gov. 16. USDA - Department of Agriculture; Rural Utilities Service; www.usda.gov. 17. USDJ - Department of Justice; Office of Justice Programs; National Institute of Justice; www.oip.usdoj_gov. 18. USP -U.S.Pharmacopeial Convention; www.usp.org. REFERENCES 014200 - 7 Packet Pg. 3415 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 19. USPS -United States Postal Service;www.usps.com. E. Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the standards and regulations in the following list. This information is subject to change and is believed to be accurate as of the date of the Contract Documents. 1. CFR - Code of Federal Regulations; Available from Government Printing Office; www.gpo.gov/fdsys. _ 2. DOD - Department of Defense; Military Specifications and Standards; Available from DLA Document Services; www.guicksearch.dla.mil. .� 3. DSCC- Defense Supply Center Columbus; (See FS). 4. FED-STD -Federal Standard; (See FS). 5. FS - Federal Specification; Available from DLA Document Services; www.duicksearch.dla.mil. 0 a. Available from Defense Standardization Program; www.dsp.dla.mil. b. Available from General Services Administration;wy . sa.gov. C. Available from National Institute of Building Sciences/Whole Building Design Guide; www.wbdg.oLg/ccb. 6. MILSPEC- Military Specification and Standards; (See DOD). 7. USAB -United States Access Board; www.access-board.gov. 8. USATBCB - U.S. Architectural & Transportation Barriers Compliance Board; (See USAB). i F. State 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. This information is subject to change and is believed to be accurate as of the date of the N Contract Documents. 1. CBHF; State of California; Department of Consumer Affairs; Bureau of Electronic and c Appliance Repair, Home Furnishings and Thermal Insulation; www.bearhfti.ca.gov. 2. CCR; California Code of Regulations; Office of Administrative Law; California Title 24 cu Energy Code; www.calregs.com. 3. CDHS; California Department of Health Services; (See CDPH). 4. CDPH; California Department of Public Health; Indoor Air Quality Program; www.cal- iN-Or-g. 5. CPUC; California Public Utilities Commission; www.cpuc.ca. ov. 6. SCAQMD; South Coast Air Quality Management District; www.admd.gov. s 7. TFS; Texas A&M Forest Service; Sustainable Forestry and Economic Development; www.txforestservice.tamu.edu. m REFERENCES 014200 - 8 Packet Pg. 3416 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual PART 2 -PRODUCTS (Not Used) PART 3 - EXECUTION(Not Used) END OF SECTION 014200 0 cv FL cv cv r9 cv i cv 0 REFERENCES 014200 - 9 Packet Pg. 3417 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes requirements for temporary utilities, support facilities, and security and protection facilities. B. Related Requirements: 1. Section 011000 "Summary" for work restrictions and limitations on utility interruptions. >- cv CD 1.3 USE CHARGES c44 M cv A. General: Installation and removal of and use charges for temporary facilities shall be included in i the Contract Sum unless otherwise indicated. Allow other entities to use temporary services and facilities without cost, including, but not limited to Architect, testing agencies, and authorities z having jurisdiction. U; cv m B. Water and Sewer Service from Existing System: Water from Owner's existing water system is available for use without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations. C. Electric Power Service from Existing System: Electric power from Owner's existing system is available for use without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations. 1.4 INFORMATIONAL SUBMITTALS A. Site Plan: Show temporary facilities, utility hookups, staging areas, and parking areas for construction personnel. B. Erosion- and Sedimentation-Control Plan: Show compliance with requirements of EPA U Construction General Permit or authorities having jurisdiction,whichever is more stringent. C. Moisture-Protection Plan: Describe procedures and controls for protecting materials and construction from water absorption and damage. TEMPORARY FACILITIES AND CONTROLS 015000 - 1 Packet Pg. 3418 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Describe delivery, handling, and storage provisions for materials subject to water absorption or water damage. 2. Indicate procedures for discarding water-damaged materials, protocols for mitigating water intrusion into completed Work, and replacing water-damaged Work. 3. Indicate sequencing of work that requires water, such as sprayed fire-resistive materials, plastering, and terrazzo grinding, and describe plans for dealing with water from these operations. Show procedures for verifying that wet construction has dried sufficiently to permit installation of finish materials. D. Dust- and HVAC-Control Plan: Submit coordination drawing and narrative that indicates the dust- and HVAC-control measures proposed for use, proposed locations, and proposed time .� frame for their operation. Identify further options if proposed measures are later determined to be inadequate. Include the following: 1. Locations of dust-control partitions at each phase of work. 0 2. HVAC system isolation schematic drawing. 3. Location of proposed air-filtration system discharge. 4. Waste handling procedures. N 5. Other dust-control measures. r~ 1.5 QUALITY ASSURANCE N A. Electric Service: Comply with NECA,NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70. i B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits. C. Accessible Temporary Egress: Comply with applicable provisions in the U.S. Architectural & W Transportation Barriers Compliance Board's ADA-ABA Accessibility Guidelines and Florida :5 Building Code Accessibility Code. 6 1.6 PROJECT CONDITIONS A. Temporary Use of Permanent Facilities: Engage Installer of each permanent service to assume responsibility for operation maintenance, and protection of each permanent service during its use as a construction facility before Owner's acceptance, regardless of previously assigned = responsibilities. PART2 - PRODUCTS 2.1 MATERIALS A. Portable Chain-Link Fencing: Minimum 2-inch, 0.148-inch-thick, galvanized-steel, chain-link fabric fencing; minimum 6 feet high with galvanized-steel pipe posts; minimum 2-3/8-inch-OD TEMPORARY FACILITIES AND CONTROLS 015000 - 2 Packet Pg. 3419 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual line posts and 2-7/8-inch-OD corner and pull posts, with 1-5/8-inch-OD top and bottom rails. Provide galvanized-steel bases for supporting posts. B. Polyethylene Sheet: Reinforced, fire-resistive sheet, 10-mil minimum thickness, with flame- spread rating of 15 or less per ASTM E 84 and passing NFPA 701 Test Method 2. C. Dust-Control Adhesive-Surface Walk-off Mats: Provide mats minimum 36 by 60 inches. 2.2 TEMPORARY FACILITIES A. Field Offices, General: Prefabricated or mobile units with serviceable finishes, temperature controls, and foundations adequate for normal loading. B. Common-Use Field Office: Of sufficient size to accommodate needs of Owner, Architect and construction personnel office activities and to accommodate Project meetings specified in other Division 01 Sections. Keep office clean and orderly. Furnish and equip offices as follows: 1. Furniture required for Project-site documents including file cabinets, plan tables, plan racks, and bookcases. 2. Conference room of sufficient size to accommodate meetings of 10 individuals. Provide electrical power service and 120-V ac duplex receptacles, with no fewer than one receptacle on each wall. Furnish room with conference table, chairs, and 4-foot-square � tack and marker boards. M 3. Drinking water and private toilet. 4. Coffee machine and supplies. i 5. Heating and cooling equipment necessary to maintain a uniform indoor temperature of 68 to 72 deg F. 6. Lighting fixtures capable of maintaining average illumination of 20 fc at desk height. N m C. Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to accommodate materials and equipment for construction operations. 1. Store combustible materials apart from building. 2.3 EQUIPMENT A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures. B. HVAC Equipment: Unless Owner authorizes use of permanent HVAC system, provide vented, self-contained, liquid-propane-gas or fuel-oil heaters with individual space thermostatic control. I. Use of gasoline-burning space heaters, open-flame heaters, or salamander-type heating units is prohibited. 2. Heating Units: Listed and labeled for type of fuel being consumed, by a qualified testing agency acceptable to authorities having jurisdiction, and marked for intended location and application. TEMPORARY FACILITIES AND CONTROLS 015000 - 3 Packet Pg. 3420 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3. Permanent HVAC System: If Owner authorizes use of permanent HVAC system for temporary use during construction,provide filter with MERV of 8 at each return-air grille in system and remove at end of construction and clean HVAC system as required in Section 017700 "Closeout Procedures". C. Air-Filtration Units: Primary and secondary HEPA-filter-equipped portable units with four- stage filtration. Provide single switch for emergency shutoff. Configure to run continuously. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required by progress of the Work. 1. Locate facilities to limit site disturbance as specified in Section 011000 "Summary." B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities. cv cv M 3.2 TEMPORARY UTILITY INSTALLATION `44 i A. General: Install temporary service or connect to existing service. z 1. Arrange with utility company, Owner, and existing users for time when service can be interrupted,if necessary, to make connections for temporary services. E B. Water Service: Connect to Owner's existing water service facilities. Clean and maintain water 0 service facilities in a condition acceptable to Owner. At Substantial Completion, restore these > facilities to condition existing before initial use. C. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of construction personnel. Comply with requirements of authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities. 1. Toilets: Use of Owner's existing toilet facilities will be permitted, as long as facilities are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restore these facilities to condition existing before initial use. D. Cooling: Provide temporary cooling required by construction activities for curing or drying of completed installations or for protecting installed construction from adverse effects of low temperatures or high humidity. Select equipment that will not have a harmful effect on completed installations or elements being installed. TEMPORARY FACILITIES AND CONTROLS 015000 - 4 Packet Pg. 3421 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual E. Isolation of Work Areas in Occupied Facilities: Prevent dust, fumes, and odors from entering occupied areas. 1. Prior to commencing work, isolate the HVAC system in area where work is to be performed according to coordination drawings. a. Disconnect supply and return ductwork in work area from HVAC systems servicing occupied areas. b. Maintain negative air pressure within work area using HEPA-equipped air- filtration units, starting with commencement of temporary partition construction, and continuing until removal of temporary partitions is complete. .� 2. Maintain dust partitions during the Work. Use vacuum collection attachments on dust- producing equipment. Isolate limited work within occupied areas using portable dust- containment devices. 0 c 3. Perform daily construction cleanup and final cleanup using approved, HEPA-filter- equipped vacuum equipment. F. Ventilation and Humidity Control: Provide temporary ventilation required by construction activities for curing or drying of completed installations or for protecting installed construction from adverse effects of high humidity. Select equipment that will not have a harmful effect on W completed installations or elements being installed. Coordinate ventilation requirements to CD produce ambient condition required and minimize energy consumption. cV r9 I. Provide dehumidification systems when required to reduce substrate moisture levels to `V level required to allow installation or application of finishes. e( G. Electric Power Service: Connect to Owner's existing electric power service. Maintain equipment in a condition acceptable to Owner. m H. Lighting: Provide temporary lighting with local switching that provides adequate illumination :5 for construction operations, observations,inspections, and traffic conditions. 6 1. Install and operate temporary lighting that fulfills security and protection requirements without operating entire system. 2. Install lighting for Project identification sign. 3.3 SUPPORT FACILITIES INSTALLATION A. General: Comply with the following: 1. Provide construction for temporary offices, shops, and sheds located within construction ai area or within 30 feet of building lines that is noncombustible according to ASTM E 136. Comply with NFPA 241. 2. Maintain support facilities until Architect schedules Substantial Completion inspection. Remove before Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to Owner. TEMPORARY FACILITIES AND CONTROLS 015000 - 5 Packet Pg. 3422 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual B. Traffic Controls: Comply with requirements of authorities having jurisdiction. 1. Protect existing site improvements to remain including curbs,pavement, and utilities. 2. Maintain access for fire-fighting equipment and access to fire hydrants. C. Parking: Use designated areas of Owner's existing parking areas for construction personnel. D. Project Signs: Provide Project signs as indicated.Unauthorized signs are not permitted. 1. Identification Signs: Provide Project identification signs as indicated on Drawings. 2. Temporary Signs: Provide other signs as indicated and as required to inform public and ' individuals seeking entrance to Project. a. Provide temporary,directional signs for construction personnel and visitors. a 0 3. Maintain and touchup signs so they are legible at all times. E. Waste Disposal Facilities: Comply with requirements specified in Section 017419 , "Construction Waste Management and Disposal." F. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from construction operations. Comply with requirements of authorities having jurisdiction. Comply with progress cleaning requirements in Section 017300 "Execution." N M G. Temporary Elevator Use: Use of elevators is not permitted. `~ i H. Existing Elevator Use: Use of Owner's existing elevators will be permitted, provided elevators are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, z restore elevators to condition existing before initial use, including replacing worn cables, guide ' shoes, and similar items of limited life. W E 1. Do not load elevators beyond their rated weight capacity. 0 2. Provide protective coverings, barriers, devices, signs, or other procedures to protect , elevator car and entrance doors and frame. If, despite such protection, elevators become damaged, engage elevator Installer to restore damaged work so no evidence remains of correction work. Return items that cannot be refinished in field to the shop, make required repairs and refinish entire unit, or provide new units as required. I. Temporary Stairs: Until permanent stairs are available, provide temporary stairs where ladders are not adequate. s J. Existing Stair Usage: Use of Owner's existing stairs will be permitted, provided stairs are �. cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restore stairs to condition existing before initial use. 1. Provide protective coverings,barriers, devices, signs, or other procedures to protect stairs and to maintain means of egress. If stairs become damaged, restore damaged areas so no evidence remains of correction work. TEMPORARY FACILITIES AND CONTROLS 015000 - 6 Packet Pg. 3423 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION A. Protection of Existing Facilities: Protect existing vegetation, equipment, structures, utilities, and other improvements at Project site and on adjacent properties, except those indicated to be removed or altered. Repair damage to existing facilities. B. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction as required to comply with environmental regulations and that minimize possible s air,waterway, and subsoil contamination or pollution or other undesirable effects. 1. Comply with work restrictions specified in Section 011000 "Summary." .� C. Pest Control: Engage pest-control service to recommend practices to minimize attraction and harboring of rodents, roaches, and other pests and to perform extermination and control procedures at regular intervals so Project will be free of pests and their residues at Substantial c Completion. Perform control operations lawfully,using environmentally safe materials. D. Site Enclosure Fence: Before construction operations begin, furnish and install site enclosure fence in a manner that will prevent people and animals from easily entering site except by entrance gates. 1. Extent of Fence: As required to enclose entire Project site or portion determined W sufficient to accommodate construction operations. 2. Maintain security by limiting number of keys and restricting distribution to authorized personnel. Furnish one set of keys to Owner. i E. Security Enclosure and Lockup: Install temporary enclosure around partially completed areas of construction.Provide lockable entrances to prevent unauthorized entrance, vandalism, theft, and similar violations of security. Lock entrances at end of each work day. N F. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having :5 jurisdiction for erecting structurally adequate barricades, including warning signs and lighting. G. Temporary Egress: Maintain temporary egress from existing occupied facilities as indicated and as required by authorities having jurisdiction. H. Covered Walkway: Erect protective, covered walkway for passage of individuals through or adjacent to Project site. Coordinate with entrance gates, other facilities, and obstructions. Comply with regulations of authorities having jurisdiction and requirements indicated on s Drawings. _ 1. Construct covered walkways using scaffold or shoring framing. 2. Provide overhead decking, protective enclosure walls, handrails, barricades, warning W signs, exit signs, lights, safe and well-drained walkways, and similar provisions for protection and safe passage. 3. Paint and maintain appearance of walkway for duration of the Work. < TEMPORARY FACILITIES AND CONTROLS 015000 - 7 Packet Pg. 3424 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual I. Temporary Enclosures: Provide temporary enclosures for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities. Provide temporary weathertight enclosure for building exterior. 1. Where heating or cooling is needed and permanent enclosure is incomplete, insulate temporary enclosures. J. Temporary Partitions: Provide floor-to-ceiling dustproof partitions to limit dust and dirt migration and to separate areas occupied by Owner and tenants from fumes and noise. 1. Construct dustproof partitions with gypsum wallboard with joints taped on occupied side, .� and fire-retardant-treated plywood on construction operations side. 2. Construct dustproof partitions with two layers of 6-mil polyethylene sheet on each side. Cover floor with two layers of 6-mil polyethylene sheet, extending sheets 18 inches up the sidewalls. Overlap and tape full length of joints. Cover floor with fire-retardant- treated plywood. a. Construct vestibule and airlock at each entrance through temporary partition with not less than 48 inches between doors. Maintain water-dampened foot mats in vestibule. 3. Where fire-resistance-rated temporary partitions are indicated or are required by W authorities having jurisdiction, construct partitions according to the rated assemblies. 4. Insulate partitions to control noise transmission to occupied areas. 5. Seal joints and perimeter. Equip partitions with gasketed dustproof doors and security locks where openings are required. 6. Protect air-handling equipment. 7. Provide walk-off mats at each entrance through temporary partition. K. Temporary Fire Protection: Install and maintain temporary fire-protection facilities of types needed to protect against reasonably predictable and controllable fire losses. Comply with :5 NFPA 241; manage fire-prevention program. 6 1. Prohibit smoking in construction areas. 2. Supervise welding operations, combustion-type temporary heating units, and similar W sources of fire ignition according to requirements of authorities having jurisdiction. y 3. Develop and supervise an overall fire-prevention and -protection program for personnel at Project site. Review needs with local fire department and establish procedures to be followed. Instruct personnel in methods and procedures. Post warnings and information. s 4. Provide temporary standpipes and hoses for fire protection. Hang hoses with a warning sign stating that hoses are for fire-protection purposes only and are not to be removed. Match hose size with outlet size and equip with suitable nozzles. m 3.5 MOISTURE AND MOLD CONTROL A. Contractor's Moisture-Protection Plan: Avoid trapping water in finished work. Document visible signs of mold that may appear during construction. TEMPORARY FACILITIES AND CONTROLS 015000 - 8 Packet Pg. 3425 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual B. Exposed Construction Phase: Before installation of weather barriers, when materials are subject to wetting and exposure and to airborne mold spores,protect as follows: I. Protect porous materials from water damage. 2. Protect stored and installed material from flowing or standing water. 3. Keep porous and organic materials from coming into prolonged contact with concrete. 4. Remove standing water from decks. 5. Keep deck openings covered or dammed. 3.6 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. 0 B. Maintenance: Maintain facilities in good operating condition until removal. 1. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation and similar facilities on a 24-hour basis where required to achieve indicated results and to avoid possibility of damage. C. Operate Project-identification-sign lighting daily from dusk until 12:00 midnight. N D. Temporary Facility Changeover: Do not change over from using temporary security and protection facilities to permanent facilities until Substantial Completion. i E. Termination and Removal: Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired. E 6 1. Materials and facilities that constitute temporary facilities are property of Contractor. Owner reserves right to take possession of Project identification signs. 2. Remove temporary roads and paved areas not intended for or acceptable for integration into permanent construction. Where area is intended for landscape development, remove soil and aggregate fill that do not comply with requirements for fill or subsoil. Remove materials contaminated with road oil, asphalt and other petrochemical compounds, and other substances that might impair growth of plant materials or lawns. Repair or replace s street paving, curbs, and sidewalks at temporary entrances, as required by authorities having jurisdiction. 3. At Substantial Completion, repair, renovate, and clean permanent facilities used during construction period. Comply with final cleaning requirements specified in Section 017700 "Closeout Procedures." END OF SECTION 015000 TEMPORARY FACILITIES AND CONTROLS 015000 - 9 Packet Pg. 3426 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 016000 -PRODUCT REQUIREMENTS PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for selection of products for use in Project; product delivery, storage, and handling; manufacturers' standard warranties on products; special warranties; and comparable products. N r B. Related Requirements: 1. Section 012100 "Allowances" for products selected under an allowance. 2. Section 012500 "Substitution Procedures" for requests for substitutions. N 3. Section 014200 "References" for applicable industry standards for products specified. N i 1.3 DEFINITIONS z A. Products: Items obtained for incorporating into the Work, whether purchased for Project or , taken from previously purchased stock. The term "product" includes the terms "material," N "equipment," "system," and terms of similar intent. 0 1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation shown or listed in manufacturer's published product literature,that is current as of date of the Contract Documents. 2. New Products: Items that have not previously been incorporated into another project or W facility. Products salvaged or recycled from other projects are not considered new products. 3. Comparable Product: Product that is demonstrated and approved through submittal process to have the indicated qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product. B. Basis-of-Design Product Specification: A specification in which a specific manufacturer's product is named and accompanied by the words "basis-of-design product," including make or model number or other designation, to establish the significant qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics for purposes of evaluating comparable products of additional manufacturers named in the specification. PRODUCT REQUIREMENTS 016000 - 1 Packet Pg. 3427 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1.4 ACTION SUBMITTALS A. Comparable Product Requests: Submit request for consideration of each comparable product. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. 1. Include data to indicate compliance with the requirements specified in "Comparable Products" Article. _ 2. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within one week of receipt of a comparable product request. Architect will notify Contractor of approval or rejection of proposed comparable product request within 15 days of receipt of request, or seven days of receipt of additional information or documentation,whichever is later. a. Form of Approval: As specified in Section 013300 "Submittal Procedures." b. Use product specified if Architect does not issue a decision on use of a comparable product request within time allocated. B. Basis-of-Design Product Specification Submittal: Comply with requirements in Section 013300 "Submittal Procedures." Show compliance with requirements. 1.5 QUALITY ASSURANCE N CD A. Compatibility of Options: If Contractor is given option of selecting between two or more N products for use on Project, select product compatible with products previously selected, even if previously selected products were also options. I. Each contractor is responsible for providing products and construction methods compatible with products and construction methods of other contractors. 2. If a dispute arises between contractors over concurrently selectable but incompatible products, Architect will determine which products shall be used. 6 1.6 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft and vandalism. Comply with manufacturer's written instructions. _ B. Delivery and Handling: 1. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction spaces. E 2. 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. PRODUCT REQUIREMENTS 016000 - 2 Packet Pg. 3428 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3. 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. 4. Inspect products on delivery to determine compliance with the Contract Documents and to determine that products are undamaged and properly protected. C. Storage: 1. Store products to allow for inspection and measurement of quantity or counting of units. 2. Store materials in a manner that will not endanger Project structure. 3. Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground,with ventilation adequate to prevent condensation. 4. Protect foam plastic from exposure to sunlight, except to extent necessary for period of installation and concealment. 5. Comply with product manufacturer's written instructions for temperature, humidity, ventilation, and weather-protection requirements for storage. S 6. Protect stored products from damage and liquids from freezing. 7. Provide a secure location and enclosure at Project site for storage of materials and equipment by Owner's construction forces. Coordinate location with Owner. 1.7 PRODUCT WARRANTIES N CD A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other M warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on CD product warranties do not relieve Contractor of obligations under requirements of the Contract Documents. 1. Manufacturer's Warranty: Written warranty furnished by individual manufacturer for a N particular product and specifically endorsed by manufacturer to Owner. 2. Special Warranty: Written warranty required by the Contract Documents to provide :5 specific rights for Owner. B. Special Warranties: Prepare a written document that contains appropriate terms and identification,ready for execution. 1. Manufacturer's Standard Form: Modified to include Project-specific information and properly executed. 2. Specified Form: When specified forms are included with the Specifications, prepare a written document using indicated form properly executed. 3. See other Sections for specific content requirements and particular requirements for submitting special warranties. m C. Submittal Time: Comply with requirements in Section 017700 "Closeout Procedures." PRODUCT REQUIREMENTS 016000 - 3 Packet Pg. 3429 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual PART2 - PRODUCTS 2.1 PRODUCT SELECTION PROCEDURES A. General Product Requirements: Provide products that comply with the Contract Documents, are undamaged and,unless otherwise indicated, are new at time of installation. 1. Provide products complete with accessories, trim, finish, fasteners, and other items needed for a complete installation and indicated use and effect. 2. Standard Products: If available, and unless custom products or nonstandard options are specified, provide standard products of types that have been produced and used successfully in similar situations on other projects. 3. Owner reserves the right to limit selection to products with warranties not in conflict with ;a requirements of the Contract Documents. Z 4. Where products are accompanied by the term "as selected," Architect will make selection. 5. Descriptive, performance, and reference standard requirements in the Specifications establish salient characteristics of products. 6. Or Equal: For products specified by name and accompanied by the term "or equal," or"or approved equal," or "or approved," comply with requirements in "Comparable Products" Article to obtain approval for use of an unnamed product. '✓ cv B. Product Selection Procedures: cv 1. Product: Where Specifications name a single manufacturer and product, provide the named product that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered. FL 2. Manufacturer/Source: Where Specifications name a single manufacturer or source, N provide a product by the named manufacturer or source that complies with requirements. as Comparable products or substitutions for Contractor's convenience will not be a considered. 3. Products: a a. Restricted List: Where Specifications include a list of names of both manufacturers a, and products, provide one of the products listed that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered. a b. Non-restricted List: Where Specifications include a list of names of both available manufacturers and products, provide one of the products listed, or an unnamed product, that complies with requirements. Comply with requirements in "Comparable Products" Article for consideration of an unnamed product. 4. Manufacturers: a a. Restricted List: Where Specifications include a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered. PRODUCT REQUIREMENTS 016000 - 4 Packet Pg. 3430 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual b. Non-restricted List: Where Specifications include a list of available manufacturers, provide a product by one of the manufacturers listed, or a product by an unnamed manufacturer, that complies with requirements. Comply with requirements in "Comparable Products" Article for consideration of an unnamed manufacturer's product. � 5. Basis-of-Design Product: Where Specifications name a product, or refer to a product indicated on Drawings, and include a list of manufacturers, provide the specified or indicated product or a comparable product by one of the other named manufacturers. Drawings and Specifications indicate sizes,profiles, dimensions, and other characteristics that are based on the product named. Comply with requirements in "Comparable .� Products" Article for consideration of an unnamed product by one of the other named manufacturers. C. Visual Matching Specification: Where Specifications require "match Architect's sample", 0 provide a product that complies with requirements and matches Architect's sample. Architect's S decision will be final on whether a proposed product matches. 1. If no product available within specified category matches and complies with other specified requirements, comply with requirements in Section 012500 "Substitution Procedures" for proposal of product. uJ D. Visual Selection Specification: Where Specifications include the phrase "as selected by `~ Architect from manufacturer's full range" or similar phrase, select a product that complies with requirements. Architect will select color, gloss, pattern, density, or texture from manufacturer's product line that includes both standard and premium items. e( 2.2 COMPARABLE PRODUCTS ' cv m A. Conditions for Consideration: Architect will consider Contractor's request for comparable E product when the following conditions are satisfied. If the following conditions are not satisfied, Architect may return requests without action, except to record noncompliance with these requirements: 1. Evidence that the proposed product does not require revisions to the Contract Documents, that it is consistent with the Contract Documents and will produce the indicated results, and that it is compatible with other portions of the Work. 2. Detailed comparison of significant qualities of proposed product with those named in the s 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 owners,if requested. 5. Samples,if requested. PRODUCT REQUIREMENTS 016000 - 5 Packet Pg. 3431 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual PART 3 - EXECUTION(Not Used) END OF SECTION 016000 0 cv cv CD cv r9 cv CD cv m 0 PRODUCT REQUIREMENTS 016000 - 6 Packet Pg. 3432 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 017300 - EXECUTION PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes general administrative and procedural requirements governing execution of the Work including,but not limited to, the following: 1. Construction layout. 2. Field engineering and surveying. 3. Installation of the Work. >- 4. Cutting and patching. 5. Coordination of Owner-installed products. 6. Progress cleaning. 7. Starting and adjusting. 8. Protection of installed construction. B. Related Requirements: 1. Section 011000 "Summary" for limits on use of Project site. 2. Section 013300 "Submittal Procedures" for submitting surveys. E 3. Section 017700 "Closeout Procedures" for submitting final property survey with Project 6 Record Documents, recording of Owner-accepted deviations from indicated lines and levels, and final cleaning. 4. Section 024119 "Selective Demolition" for demolition and removal of selected portions of the building. 5. Section 078413 "Penetration Firestopping" for patching penetrations in fire-rated construction. 1.3 DEFINITIONS A. Cutting: Removal of in-place construction necessary to permit installation or performance of other work. E B. Patching: Fitting and repair work required to restore construction to original conditions after installation of other work. EXECUTION 017300 - 1 Packet Pg. 3433 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1.4 INFORMATIONAL SUBMITTALS A. Qualification Data: For professional engineer. B. Cutting and Patching Plan: Submit plan describing procedures at least 10 days prior to the time cutting and patching will be performed. Include the following information: 1. Extent: Describe reason for and extent of each occurrence of cutting and patching. 2. Changes to In-Place Construction: Describe anticipated results. Include changes to structural elements and operating components as well as changes in building appearance and other significant visual elements. .� 3. Products: List products to be used for patching and firms or entities that will perform patching work. 4. Dates: Indicate when cutting and patching will be performed. 5. Utilities and Mechanical and Electrical Systems: List services and systems that cutting 0 and patching procedures will disturb or affect. List services and systems that will be relocated and those that will be temporarily out of service. Indicate length of time permanent services and systems will be disrupted. N r a. Include description of provisions for temporary services and systems during interruption of permanent services and systems. N 1.5 QUALITY ASSURANCE N A. Land Surveyor Qualifications: A professional land surveyor who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing land-surveying services of the kind indicated. N B. Cutting and Patching: Comply with requirements for and limitations on cutting and patching of construction elements. :5 6 1. Structural Elements: When cutting and patching structural elements, notify Architect of locations and details of cutting and await directions from Architect before proceeding. Shore, brace, and support structural elements during cutting and patching. Do not cut and patch structural elements in a manner that could change their load-carrying capacity or increase deflection. 2. 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. 3. Other Construction Elements: Do not cut and patch other construction elements or 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. 4. Visual Elements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch exposed construction in a manner EXECUTION 017300 - 2 Packet Pg. 3434 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner. C. 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 proceeding. D. Manufacturer's Installation Instructions: Obtain and maintain on-site manufacturer's written recommendations and instructions for installation of products and equipment. PART2 - PRODUCTS 2.1 MATERIALS A. General: Comply with requirements specified in other Sections. , cv 1. For projects requiring compliance with sustainable design and construction practices and procedures,use products for patching that comply with sustainable design requirements. B. In-Place Materials: Use materials for patching identical to in-place materials. For exposed CD surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible. i 1. If identical materials are unavailable or cannot be used,use materials that,when installed, will provide a match acceptable to Architect for the visual and functional performance of z in-place materials. m PART 3 - EXECUTION , 3.1 EXAMINATION A. Existing Conditions: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities, mechanical and electrical s systems, and other construction affecting the Work. s 1. Before construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, and water-service piping; underground electrical services, and other utilities. E 2. Furnish location data for work related to Project that must be performed by public utilities serving Project site. B. Examination and Acceptance of Conditions: Before proceeding with each component of the Work, examine substrates, areas, and conditions, with Installer or Applicator present where EXECUTION 017300 - 3 Packet Pg. 3435 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations. 1. Examine roughing-in for mechanical and electrical systems to verify actual locations of connections before equipment and fixture installation. 2. Examine walls, floors, and roofs for suitable conditions where products and systems are to be installed. 3. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. C. Written Report: Where a written report listing conditions detrimental to performance of the .� Work is required by other Sections,include the following: 1. Description of the Work. 2. List of detrimental conditions,including substrates. 3. List of unacceptable installation tolerances. 4. Recommended corrections. D. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions. w 3.2 PREPARATION CD N cv M A. Existing Utility Information: Furnish information to Owner that is necessary to adjust, move, or `CD D relocate existing utility structures, utility poles, lines, services, or other utility appurtenances located in or affected by construction. Coordinate with authorities having jurisdiction. M B. Field Measurements: Take field measurements as required to fit the Work properly. Recheck N measurements before installing each product. Where portions of the Work are indicated to fit to m other construction, verify dimensions of other construction by field measurements before :5 fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work. C. Space Requirements: Verify space requirements and dimensions of items shown a, diagrammatically on Drawings. y D. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents caused by differing field conditions outside the control s of Contractor, submit a request for information to Architect according to requirements in = Section 013100 "Project Management and Coordination." 3.3 INSTALLATION A. General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated. 1. Make vertical work plumb and make horizontal work level. EXECUTION 017300 - 4 Packet Pg. 3436 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement. 3. Conceal pipes,ducts, and wiring in finished areas unless otherwise indicated. 4. Maintain minimum headroom clearance of 96 inches in occupied spaces and 90 inches in unoccupied spaces. B. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated. _ C. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion. .� D. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. 0 E. Sequence the Work and allow adequate clearances to accommodate movement of construction items on site and placement in permanent locations. F. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels. G. Templates: Obtain and distribute to the parties involved templates for work specified to be factory prepared and field installed. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing products to comply with indicated requirements. cv H. Attachment: Provide blocking and attachment plates and anchors and fasteners of adequate size and number to securely anchor each component in place, accurately located and aligned with other portions of the Work. Where size and type of attachments are not indicated, verify size and type required for load conditions. N m 1. Mounting Heights: Where mounting heights are not indicated, mount components at :5 heights directed by Architect. 6 2. Allow for building movement,including thermal expansion and contraction. 3. Coordinate installation of anchorages. Furnish setting drawings, templates, and directions for installing anchorages,including sleeves, concrete inserts, anchor bolts, and items with W integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. I. 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. J. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous. E 3.4 CUTTING AND PATCHING A. Cutting and Patching, General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay. EXECUTION 017300 - 5 Packet Pg. 3437 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Cut in-place construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition. B. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during installation or cutting and patching operations, by methods and with materials so as not to void existing warranties. C. Temporary Support: Provide temporary support of work to be cut. D. Protection: Protect in-place 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. E. Adjacent Occupied Areas: Where interference with use of adjoining areas or interruption of free 0 passage to adjoining areas is unavoidable, coordinate cutting and patching according to S requirements in Section 011000 "Summary." F. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to prevent interruption to occupied areas. G. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar N operations, including excavation, using methods least likely to damage elements retained or M 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 neatly to minimum size required, and with N minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. W 2. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. 3. Concrete and Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond-core drill. 4. Excavating and Backfilling: Comply with requirements in applicable Sections where M required by cutting and patching operations. 5. 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. 6. Proceed with patching after construction operations requiring cutting are complete. _ H. Patching: Patch construction b fillip repairing, refinishin closing a and similar operations y g� g� g p� p following performance of other work. Patch with durable seams that are as invisible as practicable. Provide materials and comply with installation requirements specified in other Sections,where applicable. 1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate physical integrity of installation. EXECUTION 017300 - 6 Packet Pg. 3438 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will minimize evidence of patching and refinishing. a. Clean piping, conduit, and similar features before applying paint or other finishing materials. b. Restore damaged pipe covering to its original condition. 3. Floors and Walls: Where walls or partitions that are removed extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish, color, texture, and appearance. Remove in-place floor and wall .� coverings and replace with new materials, if necessary, to achieve uniform color and appearance. a. Where patching occurs in a painted surface,prepare substrate and apply primer and intermediate paint coats appropriate for substrate over the patch, and apply final S paint coat over entire unbroken surface containing the patch. Provide additional coats until patch blends with adjacent surfaces. cv 4. Ceilings: Patch, repair, or rehang in-place ceilings as necessary to provide an even-plane surface of uniform appearance. 5. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a W weathertight condition and ensures thermal and moisture integrity of building enclosure. `V r9 I. Cleaning: Clean areas and aces where cutting and patching are performed. Remove paint, p g p g p p , �.. mortar, oils,putty, and similar materials from adjacent finished surfaces. e( 3.5 OWNER-INSTALLED PRODUCTS N m A. Site Access: Provide access to Project site for Owner's construction personnel. 6 B. Coordination: Coordinate construction and operations of the Work with work performed by Owner's construction personnel. 1. Construction Schedule: Inform Owner of Contractor's preferred construction schedule for y Owner's portion of the Work. Adjust construction schedule based on a mutually agreeable timetable. Notify Owner if changes to schedule are required due to differences in actual construction progress. 2. Preinstallation Conferences: Include Owner's construction personnel at preinstallation conferences covering portions of the Work that are to receive Owner's work. Attend preinstallation conferences conducted by Owner's construction personnel if portions of the Work depend on Owner's construction. 3.6 PROGRESS CLEANING A. General: Clean Project site and work areas daily, including common areas. Enforce requirements strictly. Dispose of materials lawfully. EXECUTION 017300 - 7 Packet Pg. 3439 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Comply with requirements in NFPA 241 for removal of combustible waste materials and debris. 2. Do not hold waste materials more than seven days during normal weather or three days if the temperature is expected to rise above 80 deg F. 3. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations. a. Use containers intended for holding waste materials of type to be stored. 4. Coordinate progress cleaning for joint-use areas where Contractor and other contractors are working concurrently. ' B. Site: Maintain Project site free of waste materials and debris. C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for c 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. D. 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 M materials that are not hazardous to health or property and that will not damage exposed surfaces. i E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space. F. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure N freedom from damage and deterioration at time of Substantial Completion. W G. Waste Disposal: Do not bury or burn waste materials on-site. Do not wash waste materials down sewers or into waterways. Comply with waste disposal requirements in Section 017419 "Construction Waste Management and Disposal." 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 017300 - 8 Packet Pg. 3440 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3.7 STARTING AND ADJUSTING A. Start equipment and operating components to confirm proper operation. Remove malfunctioning units,replace with new units, and retest. B. Adjust equipment for proper operation. Adjust operating components for proper operation without binding. C. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. D. Manufacturer's Field Service: Comply with qualification requirements in Section 014000 "Quality Requirements." 3.8 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. cv CD END OF SECTION 017300 � N r I J N W 0 CD EXECUTION 017300 - 9 Packet Pg. 3441 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for the following: 1. Salvaging nonhazardous demolition and construction waste. , 2. Recycling nonhazardous demolition and construction waste. 3. Disposing of nonhazardous demolition and construction waste. w B. Related Requirements: 1. Section 024119 "Selective Demolition" for disposition of waste resulting from partial c44 CD demolition of buildings, structures, and site improvements, and for disposition of � hazardous waste. N i 1.3 DEFINITIONS A. Construction Waste: Building and site improvement materials and other solid waste resulting "' m from construction, remodeling, renovation, or repair operations. Construction waste includes packaging. 2 B. Demolition Waste: Building and site improvement materials resulting from demolition or 0 selective demolition operations. C. Disposal: Removal off-site of demolition and construction waste and subsequent sale,recycling, reuse, or deposit in landfill or incinerator acceptable to authorities having jurisdiction. D. Recycle: Recovery of demolition or construction waste for subsequent processing in preparation for reuse. E. Salvage: Recovery of demolition or construction waste and subsequent sale or reuse in another facility. F. Salvage and Reuse: Recovery of demolition or construction waste and subsequent incorporation into the Work. CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 1 Packet Pg. 3442 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1.4 PERFORMANCE REQUIREMENTS A. General: Achieve end-of-Project rates for salvage/recycling of 50 percent by weight of total non-hazardous solid waste generated by the Work. Practice efficient waste management in the use of materials in the course of the Work. Use all reasonable means to divert construction and demolition waste from landfills and incinerators. Facilitate recycling and salvage of materials. 1.5 ACTION SUBMITTALS A. Waste Management Plan: Submit plan within 30 days of date established for the Notice to ' Proceed. 1.6 INFORMATIONAL SUBMITTALS 0 A. Waste Reduction Calculations: Before request for Substantial Completion, submit calculated end-of-Project rates for salvage, recycling, and disposal as a percentage of total waste generated , by the Work. N B. Records of Donations: Indicate receipt and acceptance of salvageable waste donated to individuals and organizations. Indicate whether organization is tax exempt. N C. Records of Sales: Indicate receipt and acceptance of salvageable waste sold to individuals and organizations. Indicate whether organization is tax exempt. i D. Recycling and Processing Facility Records: Indicate receipt and acceptance of recyclable waste by recycling and processing facilities licensed to accept them. Include manifests, weight tickets, z receipts, and invoices. m E. Landfill and Incinerator Disposal Records: Indicate receipt and acceptance of waste by landfills E and incinerator facilities licensed to accept them. Include manifests, weight tickets,receipts, and 0 invoices. , F. Qualification Data: For waste management coordinator and refrigerant recovery technician. G. Statement of Refrigerant Recovery: Signed by refrigerant recovery technician responsible for recovering refrigerant, stating that all refrigerant that was present was recovered and that recovery was performed according to EPA regulations. Include name and address of technician = and date refrigerant was recovered. 1.7 QUALITY ASSURANCE E A. Waste Management Coordinator Qualifications: Experienced firm, with a record of successful waste management coordination of projects with similar requirements. B. Refrigerant Recovery Technician Qualifications: Certified by EPA-approved certification program. CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 2 Packet Pg. 3443 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual C. Regulatory Requirements: Comply with hauling and disposal regulations of authorities having jurisdiction. D. Waste Management Conference: Conduct conference at Project site to comply with requirements in Section 013100 "Project Management and Coordination." Review methods and procedures related to waste management including,but not limited to, the following: 1. Review and discuss waste management plan including responsibilities of waste management coordinator. 2. Review requirements for documenting quantities of each type of waste and its disposition. ' 3. Review and finalize procedures for materials separation and verify availability of containers and bins needed to avoid delays. 4. Review procedures for periodic waste collection and transportation to recycling and :2 disposal facilities. 0 5. Review waste management requirements for each trade. 1.8 WASTE MANAGEMENT PLAN A. General: Develop a waste management plan according to ASTM E 1609 and requirements in this Section. Plan shall consist of waste identification, waste reduction work plan, and cost/revenue analysis. Indicate quantities by weight or volume, but use same units of measure throughout waste management plan. N B. Waste Identification: Indicate anticipated types and quantities of demolition and construction waste generated by the Work. Include estimated quantities and assumptions for estimates. M C. Waste Reduction Work Plan: List each type of waste and whether it will be salvaged, recycled, N or disposed of in landfill or incinerator. Include points of waste generation, total quantity of W each type of waste, quantity for each means of recovery, and handling and transportation :5 procedures. 6 1. Salvaged Materials for Reuse: For materials that will be salvaged and reused in this Project, describe methods for preparing salvaged materials before incorporation into the Work. 2. Salvaged Materials for Sale: For materials that will be sold to individuals and organizations,include list of their names, addresses, and telephone numbers. 3. Salvaged Materials for Donation: For materials that will be donated to individuals and s organizations,include list of their names, addresses, and telephone numbers. 4. Recycled Materials: Include list of local receivers and processors and type of recycled materials each will accept.Include names, addresses, and telephone numbers. 5. Disposed Materials: Indicate how and where materials will be disposed of. Include name, address, and telephone number of each landfill and incinerator facility. 6. Handling and Transportation Procedures: Include method that will be used for separating 2 recyclable waste including sizes of containers, container labeling, and designated location where materials separation will be performed. CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 3 Packet Pg. 3444 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual PART 2 -PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 PLAN IMPLEMENTATION A. General: Implement approved waste management plan. Provide handling, containers, storage, signage, transportation, and other items as required to implement waste management plan during the entire duration of the Contract. 1. Comply with operation, termination, and removal requirements in Section 015000 "Temporary Facilities and Controls." a B. Training: Train workers, subcontractors, and suppliers on proper waste management procedures, as appropriate for the Work. 1. Distribute waste management plan to everyone concerned within three days of submittal N return. 2. Distribute waste management plan to entities when they first begin work on-site. Review plan procedures and locations established for salvage,recycling, and disposal. N C. Site Access and Temporary Controls: Conduct waste management operations to ensure � minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. 1. Designate and label specific areas on Project site necessary for separating materials that are to be salvaged,recycled,reused, donated, and sold. 2. Comply with Section 015000 "Temporary Facilities and Controls" for controlling dust W and dirt, environmental protection, and noise control. E 6 3.2 SALVAGING DEMOLITION WASTE A. Salvaged Items for Reuse in the Work: Salvage items for reuse and handle as follows: 1. Clean salvaged items. 2. Pack or crate items after cleaning. Identify contents of containers with label indicating s elements, date of removal,quantity, and location where removed. s 3. Store items in a secure area until installation. 4. Protect items from damage during transport and storage. 5. Install salvaged items to comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make items functional for use indicated. B. Salvaged Items for Sale and Donation:Not permitted on Project site. C. Salvaged Items for Owner's Use: Salvage items for Owner's use and handle as follows: CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 4 Packet Pg. 3445 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Clean salvaged items. 2. Pack or crate items after cleaning. Identify contents of containers with label indicating elements, date of removal,quantity, and location where removed. 3. Store items in a secure area until delivery to Owner. 4. Transport items to Owner's storage area designated by Owner. 5. Protect items from damage during transport and storage. D. Doors and Hardware: Brace open end of door frames. Except for removing door closers, leave door hardware attached to doors. E. Equipment: Drain tanks, piping, and fixtures. Seal openings with caps or plugs. Protect .� equipment from exposure to weather. F. Plumbing Fixtures: Separate by type and size. 0 G. Lighting Fixtures: Separate lamps by type and protect from breakage. H. Electrical Devices: Separate switches, receptacles, switchgear, transformers, meters, panelboards, circuit breakers, and other devices by type. 3.3 RECYCLING DEMOLITION AND CONSTRUCTION WASTE, GENERAL N A. General: Recycle paper and beverage containers used by on-site workers. N B. Recycling Incentives: Revenues, savings, rebates, tax credits, and other incentives received for recycling waste materials shall accrue to Contractor. C. Preparation of Waste: Prepare and maintain recyclable waste materials according to recycling or reuse facility requirements. Maintain materials free of dirt, adhesives, solvents, petroleum contamination, and other substances deleterious to the recycling process. E 6 D. Procedures: Separate recyclable waste from other waste materials, trash, and debris. Separate , recyclable waste by type at Project site to the maximum extent practical according to approved construction waste management plan. 1. Provide appropriately marked containers or bins for controlling recyclable waste until removed from Project site. Include list of acceptable and unacceptable materials at each container and bin. a. Inspect containers and bins for contamination and remove contaminated materials if found. 2. Stockpile processed materials on-site without intermixing with other materials. Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust. 3. Stockpile materials away from construction area. Do not store within drip line of remaining trees. 4. Store components off the ground and protect from the weather. CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 5 Packet Pg. 3446 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 5. Remove recyclable waste from Owner's property and transport to recycling receiver or processor. 3.4 RECYCLING CONSTRUCTION WASTE A. Packaging: 1. Cardboard and Boxes: Break down packaging into flat sheets. Bundle and store in a dry location. 2. Polystyrene Packaging: Separate and bag materials. ' 3. Pallets: As much as possible, require deliveries using pallets to remove pallets from Project site. For pallets that remain on-site, break down pallets into component wood pieces and comply with requirements for recycling wood. 4. Crates: Break down crates into component wood pieces and comply with requirements 0 for recycling wood. 3.5 DISPOSAL OF WASTE A. General: Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project site and legally dispose of them in a landfill or incinerator acceptable to authorities having jurisdiction. cv M 1. Except as otherwise specified, do not allow waste materials that are to be disposed of `44 accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. B. Burning: Do not burn waste materials. C. Disposal: Remove waste materials from Owner's property and legally dispose of them. END OF SECTION 017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 6 Packet Pg. 3447 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 017700 - CLOSEOUT PROCEDURES PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following: 1. Substantial Completion procedures. 2. Final completion procedures. 3. Warranties. >' 4. Final cleaning. 5. Repair of the Work. cv r9 B. Related Requirements: N i 1. Section 013233 "Photographic Documentation" for submitting final completion construction photographic documentation. z 2. Section 017300 "Execution" for progress cleaning of Project site. u1 3. Section 017823 "Operation and Maintenance Data" for operation and maintenance 0) manual requirements. E 4. Section 017839 "Project Record Documents" for submitting record Drawings, record 2 Specifications, and record Product Data. , 5. Section 017900 "Demonstration and Training" for requirements for instructing Owner's personnel. 1.3 ACTION SUBMITTALS A. Product Data: For cleaning agents. B. Contractor's List of Incomplete Items: Initial submittal at Substantial Completion. C. Certified List of Incomplete Items: Final submittal at Final Completion. 1.4 CLOSEOUT SUBMITTALS A. Certificates of Release: From authorities having jurisdiction. CLOSEOUT PROCEDURES 017700 - 1 Packet Pg. 3448 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual B. Certificate of Insurance: For continuing coverage. C. Field Report: For pest control inspection. 1.5 MAINTENANCE MATERIAL SUBMITTALS A. Schedule of Maintenance Material Items: For maintenance material submittal items specified in other Sections. _ 1.6 SUBSTANTIAL COMPLETION PROCEDURES A. Contractor's List of Incomplete Items: Prepare and submit a list of items to be completed and corrected(Contractor's punch list),indicating the value of each item on the list and reasons why the Work is incomplete. B. Submittals Prior to Substantial Completion: Complete the following a minimum of 10 days , prior to requesting inspection for determining date of Substantial Completion. List items below N that are incomplete at time of request. 1. Certificates of Release: Obtain and submit releases from authorities having jurisdiction permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits,operating certificates, and similar releases. � 2. Submit closeout submittals specified in other Division 01 Sections, including project record documents, operation and maintenance manuals, final completion construction photographic documentation, damage or settlement surveys,property surveys, and similar et z final record information. M 3. Submit closeout submittals specified in individual Sections,including specific warranties, ' workmanship bonds, maintenance service agreements, final certifications, and similar 0) documents. E 4. Submit maintenance material submittals specified in individual Sections, including tools, 6 spare parts, extra materials, and similar items, and deliver to location designated by Architect. Label with manufacturer's name and model number where applicable. a. Schedule of Maintenance Material Items: Prepare and submit schedule of maintenance material submittal items, including name and quantity of each item and name and number of related Specification Section. Obtain Architect's signature for receipt of submittals. _ 5. Submit test/adjust/balance records. 6. Submit sustainable design submittals not previously submitted. 7. Submit changeover information related to Owner's occupancy, use, operation, and W maintenance. C. Procedures Prior to Substantial Completion: Complete the following a minimum of 10 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request. CLOSEOUT PROCEDURES 017700 - 2 Packet Pg. 3449 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Advise Owner of pending insurance changeover requirements. 2. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's personnel of changeover in security provisions. 3. Complete startup and testing of systems and equipment. 4. Perform preventive maintenance on equipment used prior to Substantial Completion. 5. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. Submit demonstration and training video recordings specified in Section 017900 "Demonstration and Training." s 6. Advise Owner of changeover in heat and other utilities. s 7. Participate with Owner in conducting inspection and walkthrough with local emergency responders. .� 8. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements. 9. Complete final cleaning requirements, including touchup painting. 10. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual c defects. D. Inspection: Submit a written request for inspection to determine Substantial Completion a ' minimum of 10 days prior to date the work will be completed and ready for final inspection and tests. On receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect 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 Architect, that must be completed or corrected before certificate will be issued. N M cv 1. Reinspection: Request reinspection 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. cv 1.7 FINAL COMPLETION PROCEDURES W A. Submittals Prior to Final Completion: Before requesting final inspection for determining final c completion, complete the following: 1. Submit a final Application for Payment according to Section 012900 "Payment Procedures." y 2. Certified List of Incomplete Items: Submit certified copy of Architect's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Architect. Certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance. _ 3. Certificate of Insurance: Submit evidence of final, continuing insurance coverage complying with insurance requirements. 4. Submit pest-control final inspection report. E B. Inspection: Submit a written request for final inspection to determine acceptance a minimum of 10 days prior to date the work will be completed and ready for final inspection and tests. On receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare a final Certificate for Payment after inspection CLOSEOUT PROCEDURES 017700 - 3 Packet Pg. 3450 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual or will notify Contractor of construction that must be completed or corrected before certificate will be issued. 1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected. 1.8 LIST OF INCOMPLETE ITEMS (PUNCH LIST) A. Organization of List: Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if ' necessary, areas disturbed by Contractor that are outside the limits of construction. 1. Organize list of spaces in sequential order, starting with exterior areas first and a_ proceeding from lowest floor to highest floor. 0 2. Organize items applying to each space by major element,including categories for ceiling, individual walls, floors, equipment, and building systems. 3. Include the following information at the top of each page: cv a. Project name. b. Date. C. Name of Architect. '✓ d. Name of Contractor. `V e. Page number. cv 4. Submit list of incomplete items in the following format: i a. PDF electronic file. Architect will return annotated file. 1.9 SUBMITTAL OF PROJECT WARRANTIES m A. Time of Submittal: Submit written warranties on request of Architect for designated portions of 0 the Work where commencement of warranties other than date of Substantial Completion is indicated, or when delay in submittal of warranties might limit Owner's rights under warranty. B. Partial Occupancy: Submit properly executed warranties within 15 days of completion of designated portions of the Work that are completed and occupied or used by Owner during construction period by separate agreement with Contractor. C. Organize warranty documents into an orderly sequence based on the table of contents of Project Manual. � 1. Bind warranties and bonds in heavy-duty, three-ring, vinyl-covered, loose-leaf binders, ai thickness as necessary to accommodate contents, and sized to receive 8-1/2-by-11-inch paper. 2. Provide heavy paper dividers with plastic-covered tabs for each separate warranty. Mark 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 number of Installer. CLOSEOUT PROCEDURES 017700 - 4 Packet Pg. 3451 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3. Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project name, and name of Contractor. 4. Warranty Electronic File: Scan warranties and bonds and assemble complete warranty and bond submittal package into a single indexed electronic PDF file with links enabling navigation to each item. Provide bookmarked table of contents at beginning of document. D. Provide additional copies of each warranty to include in operation and maintenance manuals. PART2 - PRODUCTS 2.1 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. cv PART 3 - EXECUTION 3.1 FINAL CLEANING N CD A. General: Perform final cleaning. Conduct cleaning and waste-removal operations to comply N with local laws and ordinances and Federal and local environmental and antipollution regulations. e( B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions. E 0 1. Complete the following cleaning operations before requesting inspection for certification , of Substantial Completion for entire Project or for a designated portion of Project: a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, includinglandscape development areas of rubbish waste material litter, and other p p foreign substances. b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits. _ C. Rake grounds that are neither planted nor paved to a smooth, even-textured surface. d. Remove tools, construction equipment, machinery, and surplus material from Project site. e. Remove snow and ice to provide safe access to building. f. 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 017700 - 5 Packet Pg. 3452 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual g. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces. h. Sweep concrete floors broom clean in unoccupied spaces. i. Vacuum carpet and similar soft surfaces, removing debris and excess nap; clean according to manufacturer's recommendations if visible soil or stains remain. j. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other noticeable, vision-obscuring materials. Polish mirrors and glass, taking care not to scratch surfaces. k. Remove labels that are not permanent. s 1. Wipe surfaces of mechanical and electrical equipment, and similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign .� substances. in. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water exposure. n. Replace disposable air filters and clean permanent air filters. Clean exposed c surfaces of diffusers,registers, and grills. o. Clean ducts, blowers, and coils if units were operated without filters during construction or that display contamination with particulate matter on inspection. 1) Clean HVAC system in compliance with NADCA Standard 1992-01. Provide written report on completion of cleaning. p. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency. `44 q. Leave Project clean and ready for occupancy. N cv C. Pest Control: Comply with pest control requirements in Section 015000 "Temporary Facilities and Controls." Prepare written report. D. Construction Waste Disposal: Comply with waste disposal requirements in 017419 N "Construction Waste Management and Disposal." E 0 3.2 REPAIR OF THE WORK A. Complete repair and restoration operations before requesting inspection for determination of W Substantial Completion. B. Repair or remove and replace defective construction. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. Where damaged or worn items cannot be repaired or restored, provide replacements. Remove and replace operating components that cannot be repaired. Restore damaged construction and permanent facilities used during construction to specified condition. E 1. Remove and replace chipped, scratched, and broken glass, reflective surfaces, and other damaged transparent materials. C 2. Touch up and otherwise repair and restore marred or exposed finishes and surfaces. Replace finishes and surfaces that that already show evidence of repair or restoration. CLOSEOUT PROCEDURES 017700 - 6 Packet Pg. 3453 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual a. Do not paint over "UL" and other required labels and identification, including mechanical and electrical nameplates. Remove paint applied to required labels and identification. 3. Replace parts subject to operating conditions during construction that may impede operation or reduce longevity. 4. Replace burned-out bulbs, bulbs noticeably dimmed by hours of use, and defective and noisy starters in fluorescent and mercury vapor fixtures to comply with requirements for new fixtures. END OF SECTION 017700 0 cv cv CD cv M cv FL cv m 0 CLOSEOUT PROCEDURES 017700 - 7 Packet Pg. 3454 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 017823 - OPERATION AND MAINTENANCE DATA PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for preparing operation and maintenance manuals,including the following: 1. Operation and maintenance documentation directory. c� 2. Emergency manuals. 3. Operation manuals for systems, subsystems, and equipment. >- 4. Product maintenance manuals. 5. Systems and equipment maintenance manuals. N M B. Related Requirements: N 1. Section 013300 "Submittal Procedures" for submitting copies of submittals for operation i and maintenance manuals. e( FL 1.3 DEFINITIONS m A. System: An organized collection of parts, equipment, or subsystems united by regular 2 0 interaction. B. Subsystem: A portion of a system with characteristics similar to a system. 1.4 CLOSEOUT SUBMITTALS A. Manual Content: Operations and maintenance manual content is specified in individual Specification Sections to be reviewed at the time of Section submittals. Submit reviewed manual content formatted and organized as required by this Section. 1. Architect will comment on whether content of operations and maintenance submittals are acceptable. 2. Where applicable, clarify and update reviewed manual content to correspond to revisions and field conditions. B. Format: Submit operations and maintenance manuals in the following format: OPERATION AND MAINTENANCE DATA 017823 - 1 Packet Pg. 3455 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. PDF electronic file. Assemble each manual into a composite electronically indexed file. Submit on digital media acceptable to Architect. a. Name each indexed document file in composite electronic index with applicable item name. Include a complete electronically linked operation and maintenance directory. b. Enable inserted reviewer comments on draft submittals. C. Initial Manual Submittal: Submit draft copy of each manual at least 30 days before commencing demonstration and training. Architect will comment on whether general scope and content of manual are acceptable. D. Final Manual Submittal: Submit each manual in final form prior to requesting inspection for Substantial Completion and at least 15 days before commencing demonstration and training. a Architect will return copy with comments. 0 1. Correct or revise each manual to comply with Architect's comments. Submit copies of each corrected manual within 15 days of receipt of Architect's comments and prior to commencing demonstration and training. PART 2 - PRODUCTS cv CD cv r9 2.1 OPERATION AND MAINTENANCE DOCUMENTATION DIRECTORY i A. Directory: Prepare a single, comprehensive directory of emergency, operation, and maintenance data and materials, listing items and their location to facilitate ready access to desired z M information. Include a section in the directory for each of the following: cv m 1. List of documents. E 2. List of systems. 0 3. List of equipment. , 4. Table of contents. B. List of Systems and Subsystems: List systems alphabetically. Include references to operation and maintenance manuals that contain information about each system. C. List of Equipment: List equipment for each system, organized alphabetically by system. For pieces of equipment not part of system, list alphabetically in separate list. s D. Tables of Contents: Include a table of contents for each emergency, operation, and maintenance manual. � E E. Identification: In the documentation directory and in each operation and maintenance manual, identify each system, subsystem, and piece of equipment with same designation used in the Contract Documents. If no designation exists, assign a designation according to ASHRAE Guideline 4, "Preparation of Operating and Maintenance Documentation for Building Systems." OPERATION AND MAINTENANCE DATA 017823 - 2 Packet Pg. 3456 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2.2 REQUIREMENTS FOR EMERGENCY, OPERATION, AND MAINTENANCE MANUALS A. Organization: Unless otherwise indicated, organize each manual into a separate section for each system and subsystem, and a separate section for each piece of equipment not part of a system. Each manual shall contain the following materials,in the order listed: 1. Title page. 2. Table of contents. 3. Manual contents. B. Title Page: Include the following information: 1. Subject matter included in manual. 2. Name and address of Project. a 3. Name and address of Owner. 0 4. Date of submittal. 5. Name and contact information for Contractor. 6. Name and contact information for Construction Manager. 7. Name and contact information for Architect. 8. Name and contact information for Commissioning Authority. 9. Names and contact information for major consultants to the Architect that designed the systems contained in the manuals. 10. Cross-reference to related systems in other operation and maintenance manuals. N M C. Table of Contents: List each product included in manual,identified by product name,indexed to the content of the volume, and cross-referenced to Specification Section number in Project Manual. 1. If operation or maintenance documentation requires more than one volume to N accommodate data, include comprehensive table of contents for all volumes in each volume of the set. 0 D. Manual Contents: Organize into sets of manageable size. Arrange contents alphabetically by system, subsystem, and equipment. If possible, assemble instructions for subsystems, equipment, and components of one system into a single binder. E. Manuals, Electronic Files: Submit manuals in the form of a multiple file composite electronic PDF file for each manual type required. 1. Electronic Files: Use electronic files prepared by manufacturer where available. Where scanning of paper documents is required, configure scanned file for minimum readable file size. 2. File Names and Bookmarks: Enable bookmarking of individual documents based on file names. Name document files to correspond to system, subsystem, and equipment names used in manual directory and table of contents. Group documents for each system and subsystem into individual composite bookmarked files, then create composite manual, so < that resulting bookmarks reflect the system, subsystem, and equipment names in a readily navigated file tree. Configure electronic manual to display bookmark panel on opening file. OPERATION AND MAINTENANCE DATA 017823 - 3 Packet Pg. 3457 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2.3 EMERGENCY MANUALS A. Content: Organize manual into a separate section for each of the following: 1. Type of emergency. 2. Emergency instructions. 3. Emergency procedures. B. Type of Emergency: Where applicable for each type of emergency indicated below, include instructions and procedures for each system, subsystem,piece of equipment, and component: 1. Fire. 2. Flood. 3. Gas leak.4. Water leak. Z 0 5. Power failure. 6. Water outage. 7. System, subsystem, or equipment failure. 8. Chemical release or spill. C. Emergency Instructions: Describe and explain warnings, trouble indications, error messages, and similar codes and signals. Include responsibilities of Owner's operating personnel for notification of Installer supplier, and manufacturer to maintain warranties. N M D. Emergency Procedures: Include the following, as applicable: `~ i 1. Instructions on stopping. 2. Shutdown instructions for each type of emergency. 3. Operating instructions for conditions outside normal operating limits. ' 4. Required sequences for electric or electronic systems. 5. Special operating instructions and procedures. 6 2.4 OPERATION MANUALS A. Content: In addition to requirements in this Section, include operation data required in individual Specification Sections and the following information: � 1. System, subsystem, and equipment descriptions. Use designations for systems and equipment indicated on Contract Documents. _ 2. Performance and design criteria if Contractor has delegated design responsibility. 3. Operating standards. �. 4. Operating procedures. 5. Operating logs. 6. Wiring diagrams. 7. Control diagrams. 8. Piped system diagrams. 9. Precautions against improper use. 10. License requirements including inspection and renewal dates. OPERATION AND MAINTENANCE DATA 017823 - 4 Packet Pg. 3458 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual B. Descriptions: Include the following: 1. Product name and model number. Use designations for products indicated on Contract Documents. 2. Manufacturer's name. 3. Equipment identification with serial number of each component. 4. Equipment function. 5. Operating characteristics. 6. Limiting conditions. 7. Performance curves. 8. Engineering data and tests. .� 9. Complete nomenclature and number of replacement parts. C. Operating Procedures: Include the following, as applicable: 0 1. Startup procedures. 2. Equipment or system break-in procedures. 3. Routine and normal operating instructions. 4. Regulation and control procedures. 5. Instructions on stopping. 6. Normal shutdown instructions. 7. Seasonal and weekend operating instructions. W 8. Required sequences for electric or electronic systems. `~ 9. Special operating instructions and procedures. N D. Systems and Equipment Controls: Describe the sequence of operation, and diagram controls as installed. E. Piped Systems: Diagram piping as installed, and identify color-coding where required for N identification. m 0 2.5 PRODUCT MAINTENANCE MANUALS A. Content: Organize manual into a separate section for each product, material, and finish. Include source information, product information, maintenance procedures, repair materials and sources, and warranties and bonds, as described below. B. Source Information: List each product included in manual, identified by product name and arranged to match manual's table of contents. For each product, list name, address, and s telephone number of Installer or supplier and maintenance service agent, and cross-reference Specification Section number and title in Project Manual and drawing or schedule designation or identifier where applicable. C. Product Information: Include the following, as applicable: 1. Product name and model number. 2. Manufacturer's name. 3. Color,pattern, and texture. OPERATION AND MAINTENANCE DATA 017823 - 5 Packet Pg. 3459 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 4. Material and chemical composition. 5. Reordering information for specially manufactured products. D. Maintenance Procedures: Include manufacturer's written recommendations and the following: 1. Inspection procedures. 2. Types of cleaning agents to be used and methods of cleaning. 3. List of cleaning agents and methods of cleaning detrimental to product. 4. Schedule for routine cleaning and maintenance. s 5. Repair instructions. E. Repair Materials and Sources: Include lists of materials and local sources of materials and related services. F. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and c conditions that would affect validity of warranties or bonds. 1. Include procedures to follow and required notifications for warranty claims. N r 2.6 SYSTEMS AND EQUIPMENT MAINTENANCE MANUALS A. Content: For each system, subsystem, and piece of equipment not part of a system, include N source information, manufacturers' maintenance documentation, maintenance procedures, N maintenance and service schedules, spare parts list and source information, maintenance service contracts, and warranty and bond information, as described below. e( B. Source Information: List each system, subsystem, and piece of equipment included in manual, identified by product name and arranged to match manual's table of contents. For each product, list name, address, and telephone number of Installer or supplier and maintenance service agent, and cross-reference Specification Section number and title in Project Manual and drawing or E schedule designation or identifier where applicable. C. Manufacturers' Maintenance Documentation: Manufacturers' maintenance documentation including the following information for each component part or piece of equipment: 1. Standard maintenance instructions and bulletins. � 2. Drawings, diagrams, and instructions required for maintenance, including disassembly and component removal,replacement, and assembly. s 3. Identification and nomenclature of parts and components. s 4. List of items recommended to be stocked as spare parts. D. Maintenance Procedures: Include the following information and items that detail essential maintenance procedures: 1. Test and inspection instructions. 2. Troubleshooting guide. 3. Precautions against improper maintenance. 4. Disassembly; component removal,repair, and replacement; and reassembly instructions. OPERATION AND MAINTENANCE DATA 017823 - 6 Packet Pg. 3460 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 5. Aligning, adjusting, and checking instructions. 6. Demonstration and training video recording,if available. E. Maintenance and Service Schedules: Include service and lubrication requirements, list of required lubricants for equipment, and separate schedules for preventive and routine maintenance and service with standard time allotment. 1. Scheduled Maintenance and Service: Tabulate actions for daily, weekly, monthly, quarterly, semiannual, and annual frequencies. 2. Maintenance and Service Record: Include manufacturers' forms for recording maintenance. ' F. Spare Parts List and Source Information: Include lists of replacement and repair parts, with parts identified and cross-referenced to manufacturers' maintenance documentation and local a_ sources of maintenance materials and related services. 0 c G. Maintenance Service Contracts: Include copies of maintenance agreements with name and telephone number of service agent. cv H. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds. 1. Include procedures to follow and required notifications for warranty claims. N CD N PART 3 - EXECUTION 3.1 MANUAL PREPARATION cv m A. Operation and Maintenance Documentation Directory: Prepare a separate manual that provides an organized reference to emergency, operation, and maintenance manuals. 0 B. Emergency Manual: Assemble a complete set of emergency information indicating procedures for use by emergency personnel and by Owner's operating personnel for types of emergencies indicated. C. Product Maintenance Manual: Assemble a complete set of maintenance data indicating care and maintenance of each product, material, and finish incorporated into the Work. s D. Operation and Maintenance Manuals: Assemble a complete set of operation and maintenance data indicating operation and maintenance of each system, subsystem, and piece of equipment not part of a system. I. Engage a factory-authorized service representative to assemble and prepare information for each system, subsystem, and piece of equipment not part of a system. 2. Prepare a separate manual for each system and subsystem, in the form of an instructional manual for use by Owner's operating personnel. OPERATION AND MAINTENANCE DATA 017823 - 7 Packet Pg. 3461 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual E. Manufacturers' Data: Where manuals contain manufacturers' standard printed data, include only sheets pertinent to product or component installed. Mark each sheet to identify each product or component incorporated into the Work. If data include more than one item in a tabular format, identify each item using appropriate references from the Contract Documents. Identify data applicable to the Work and delete references to information not applicable. 1. Prepare supplementary text if manufacturers' standard printed data are not available and where the information is necessary for proper operation and maintenance of equipment or = systems. F. Drawings: Prepare drawings supplementing manufacturers' printed data to illustrate the relationship of component parts of equipment and systems and to illustrate control sequence and flow diagrams. Coordinate these drawings with information contained in record Drawings to ensure correct illustration of completed installation. 0 1. Do not use original project record documents as part of operation and maintenance manuals. 2. Comply with requirements of newly prepared record Drawings in Section 017839 "Project Record Documents." G. Comply with Section 017700 "Closeout Procedures" for schedule for submitting operation and maintenance documentation. N N M END OF SECTION 017823 i N 0 OPERATION AND MAINTENANCE DATA 017823 - 8 Packet Pg. 3462 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 017839 -PROJECT RECORD DOCUMENTS PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for project record documents, 0 including the following: 1. Record Drawings. cv 2. Record Specifications. 3. Record Product Data. >- 4. Miscellaneous record submittals. cv B. Related Requirements: 1. Section 017300 "Execution" for final property survey. 2. Section 017700 "Closeout Procedures" for general closeout procedures. i 3. Section 017823 "Operation and Maintenance Data" for operation and maintenance manual requirements. U_ cv 1.3 CLOSEOUT SUBMITTALS E 0 A. Record Drawings: Comply with the following: 1. Number of Copies: Submit one set(s) of marked-up record prints. 2. Number of Copies: Submit copies of record Drawings as follows: a. Initial Submittal: 1) Submit PDF electronic files of scanned record prints and one of file prints. 2) Architect will indicate whether general scope of changes, additional s information recorded, and quality of drafting are acceptable. b. Final Submittal: 1) Submit PDF electronic files of scanned record prints and three set(s) of prints. 2) Print each drawing, whether or not changes and additional information were recorded. C. Final Submittal: PROJECT RECORD DOCUMENTS 017839 - 1 Packet Pg. 3463 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1) Submit record digital data files and three set(s) of record digital data file plots. 2) Plot each drawing file, whether or not changes and additional information were recorded. B. Record Specifications: Submit annotated PDF electronic files of Project's Specifications, including addenda and contract modifications. C. Record Product Data: Submit annotated PDF electronic files and directories of each submittal. 1. Where record Product Data are required as part of operation and maintenance manuals, submit duplicate marked-up Product Data as a component of manual. D. Miscellaneous Record Submittals: See other Specification Sections for miscellaneous record- ;a keeping requirements and submittals in connection with various construction activities. Submit -a 0 annotated PDF electronic files and directories of each submittal. a E. Reports: Submit written report weekly indicating items incorporated into project record documents concurrent with progress of the Work, including revisions, concealed conditions, field changes,product selections, and other notations incorporated. w PART2 - PRODUCTS N CD M N 2.1 RECORD DRAWINGS A. Record Prints: Maintain one set of marked-up paper copies of the Contract Drawings and Shop Drawings, incorporating new and revised drawings as modifications are issued. N 1. Preparation: Mark record prints to show the actual installation where installation varies a from that shown originally. Require individual or entity who obtained record data, 0 whether individual or entity is Installer, subcontractor, or similar entity, to provide , information for preparation of corresponding marked-up record prints. a a a. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later. a b. Accurately record information in an acceptable drawing technique. a C. Record data as soon as possible after obtaining it. d. Record and check the markup before enclosing concealed installations. e. Cross-reference record prints to corresponding archive photographic documentation. 2. Content: Types of items requiring marking include,but are not limited to,the following: a a. Dimensional changes to Drawings. b. Revisions to details shown on Drawings. C. Depths of foundations below first floor. d. Locations and depths of underground utilities. PROJECT RECORD DOCUMENTS 017839 - 2 Packet Pg. 3464 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual e. Revisions to routing of piping and conduits. f. Revisions to electrical circuitry. g. Actual equipment locations. h. Duct size and routing. i. Locations of concealed internal utilities. j. Changes made by Change Order or Construction Change Directive. k. Changes made following Architect's written orders. 1. Details not on the original Contract Drawings. in. Field records for variable and concealed conditions. _ n. Record information on the Work that is shown only schematically. 3. Mark the Contract Drawings and Shop Drawings completely and accurately. Use personnel proficient at recording graphic information in production of marked-up record prints. 4. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at same location. 5. Mark important additional information that was either shown schematically or omitted from original Drawings. 6. Note Construction Change Directive numbers, alternate numbers, Change Order numbers, and similar identification,where applicable. w B. Record Digital Data Files: Immediately before inspection for Certificate of Substantial Completion,review marked-up record prints with Architect. When authorized,prepare a full set CD of corrected digital data files of the Contract Drawings, as follows: N 1. Format: Same digital data software program, version, and operating system as the original Contract Drawings. z 2. Format: DWG, Version Auto Cad 2018 Microsoft Windows operating system. 3. Format: Annotated PDF electronic file with comment function enabled. N 4. Incorporate changes and additional information previously marked on record prints. Delete,redraw, and add details and notations where applicable. :5 5. Refer instances of uncertainty to Architect for resolution. 6 6. Architect will furnish Contractor one set of digital data files of the Contract Drawings for use in recording information. a. See Section 013300 "Submittal Procedures" for requirements related to use of Architect's digital data files. b. Architect will provide data file layer information. Record markups in separate layers. _ C. Format: Identify and date each record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. I. Record Prints: Organize record prints and newly prepared record Drawings into manageable sets. Bind each set with durable paper cover sheets. Include identification on cover sheets. 2. Format: Annotated PDF electronic file with comment function enabled. PROJECT RECORD DOCUMENTS 017839 - 3 Packet Pg. 3465 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3. Record Digital Data Files: Organize digital data information into separate electronic files that correspond to each sheet of the Contract Drawings. Name each file with the sheet identification. Include identification in each digital data file. 4. Identification: As follows: a. Project name. b. Date. C. Designation "PROJECT RECORD DRAWINGS." d. Name of Architect. e. Name of Contractor. 2.2 RECORD SPECIFICATIONS A. Preparation: Mark Specifications to indicate the actual product installation where installation c varies from that indicated in Specifications, addenda, and contract modifications. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. 2. Mark copy with the proprietary name and model number of products, materials, and equipment furnished, including substitutions and product options selected. 3. Record the name of manufacturer, supplier, Installer, and other information necessary to provide a record of selections made. 4. For each principal product, indicate whether record Product Data has been submitted in operation and maintenance manuals instead of submitted as record Product Data. `V 5. Note related Change Orders and record Drawings where applicable. B. Format: Submit record Specifications as scanned PDF electronic file(s) of marked-up paper FL copy of Specifications. ' cv m 2.3 RECORD PRODUCT DATA A. Preparation: Mark Product Data to indicate the actual product installation where installation varies substantially from that indicated in Product Data submittal. 1. Give particular attention to information on concealed products and installations that � cannot be readily identified and recorded later. 2. Include significant changes in the product delivered to Project site and changes in s manufacturer's written instructions for installation. s 3. Note related Change Orders,record Specifications, and record Drawings where applicable. N B. Format: Submit record Product Data as scanned PDF electronic file(s) of marked-up paper copy of Product Data. 1. Include record Product Data directory organized by Specification Section number and title, electronically linked to each item of record Product Data. PROJECT RECORD DOCUMENTS 017839 - 4 Packet Pg. 3466 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2.4 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. B. Format: Submit miscellaneous record submittals as scanned PDF electronic file(s) of marked-up miscellaneous record submittals. 1. Include miscellaneous record submittals directory organized by Specification Section number and title, electronically linked to each item of miscellaneous record submittals. PART 3 - EXECUTION 0 3.1 RECORDING AND MAINTENANCE A. Recording: Maintain one copy of each submittal during the construction period for project N record document purposes. Post changes and revisions to project record documents as they occur; do not wait until end of Project. >' B. Maintenance of Record Documents and Samples: Store record documents and Samples in the N CD 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 Architect's reference during normal working hours. FL END OF SECTION 017839 44 E 0 PROJECT RECORD DOCUMENTS 017839 - 5 Packet Pg. 3467 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 017900 - DEMONSTRATION AND TRAINING PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for instructing Owner's personnel, including the following: 1. Demonstration of operation of systems, subsystems, and equipment. c44 2. Training in operation and maintenance of systems, subsystems, and equipment. 3. Demonstration and training video recordings. B. Allowances: Furnish demonstration and training instruction time under the Demonstration and ci CD Training Allowance as specified in Section 012100 "Allowances." � N r I 1.3 INFORMATIONAL SUBMITTALS A. Instruction Program: Submit outline of instructional program for demonstration and training, , including a list of training modules and a schedule of proposed dates, times, length of instruction time, and instructors'names for each training module. Include learning objective and E outline for each training module. 2 0 1. Indicate proposed training modules using manufacturer-produced demonstration and training video recordings for systems, equipment, and products in lieu of video recording of live instructional module. B. Qualification Data: For instructor. C. Attendance Record: For each training module, submit list of participants and length of instruction time. D. Evaluations: For each participant and for each training module, submit results and documentation of performance-based test. E 1.4 CLOSEOUT SUBMITTALS 1. At completion of training, submit complete training manual(s) for Owner's use in PDF electronic file format. DEMONSTRATION AND TRAINING 017900 - 1 Packet Pg. 3468 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1.5 QUALITY ASSURANCE A. Facilitator Qualifications: A firm or individual experienced in training or educating maintenance personnel in a training program similar in content and extent to that indicated for this Project, and whose work has resulted in training or education with a record of successful learning performance. B. Instructor Qualifications: A factory-authorized service representative, complying with requirements in Section 014000 "Quality Requirements," experienced in operation and s maintenance procedures and training. C. Video ra herQualifications: A professional video rapher who is experienced photographing � demonstration and training events similar to those required. D. Pre-instruction Conference: Conduct conference at Project site to comply with requirements in Section 013100 "Project Management and Coordination." Review methods and procedures related to demonstration and training including,but not limited to, the following: , 1. Inspect and discuss locations and other facilities required for instruction. 2. Review and finalize instruction schedule and verify availability of educational materials, instructors'personnel, audiovisual equipment, and facilities needed to avoid delays. 3. Review required content of instruction. 4. For instruction that must occur outside,review weather and forecasted weather conditions and procedures to follow if conditions are unfavorable. M N r I 1.6 COORDINATION z A. Coordinate instruction schedule with Owner's operations. Adjust schedule as required to minimize disrupting Owner's operations and to ensure availability of Owner's personnel. B. Coordinate instructors, including providing notification of dates, times, length of instruction 0 time, and course content. , C. Coordinate content of training modules with content of approved emergency, operation, and maintenance manuals. Do not submit instruction program until operation and maintenance data has been reviewed and approved by Architect. � PART2 - PRODUCTS 2.1 INSTRUCTION PROGRAM E A. Program Structure: Develop an instruction program that includes individual training modules for each system and for equipment not part of a system, as required by individual Specification Sections. DEMONSTRATION AND TRAINING 017900 - 2 Packet Pg. 3469 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual B. Training Modules: Develop a learning objective and teaching outline for each module. Include a description of specific skills and knowledge that participant is expected to master. For each module, include instruction for the following as applicable to the system, equipment, or component: 1. Basis of System Design, Operational Requirements, and Criteria: Include the following: a. System, subsystem, and equipment descriptions. b. Performance and design criteria if Contractor is delegated design responsibility. s C. Operating standards. d. Regulatory requirements. ' e. Equipment function. f. Operating characteristics. g. Limiting conditions. h. Performance curves. c 2. Documentation: Review the following items in detail: a. Emergency manuals. b. Operations manuals. C. Maintenance manuals. d. Project record documents. e. Identification systems. `~ f. Warranties and bonds. g. Maintenance service agreements and similar continuing commitments. i 3. Emergencies: Include the following, as applicable: M a. Instructions on meaning of warnings, trouble indications, and error messages. N b. Instructions on stopping. 0) C. Shutdown instructions for each type of emergency. :5 d. Operating instructions for conditions outside of normal operating limits. e. Sequences for electric or electronic systems. f. Special operating instructions and procedures. 4. Operations: Include the following, as applicable: a. Startup procedures. b. Equipment or system break-in procedures. _ C. Routine and normal operating instructions. d. Regulation and control procedures. e. Control sequences. f. Safety procedures. g. Instructions on stopping. h. Normal shutdown instructions. i. Operating procedures for emergencies. j. Operating procedures for system, subsystem, or equipment failure. k. Seasonal and weekend operating instructions. 1. Required sequences for electric or electronic systems. DEMONSTRATION AND TRAINING 017900 - 3 Packet Pg. 3470 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual in. Special operating instructions and procedures. 5. Adjustments: Include the following: a. Alignments. b. Checking adjustments. C. Noise and vibration adjustments. d. Economy and efficiency adjustments. _ 6. Troubleshooting: Include the following: a. Diagnostic instructions. b. Test and inspection procedures. 7. Maintenance: Include the following: c a. Inspection procedures. b. Types of cleaning agents to be used and methods of cleaning. , C. List of cleaning agents and methods of cleaning detrimental to product. N d. Procedures for routine cleaning e. Procedures for preventive maintenance. f. Procedures for routine maintenance. `✓ g. Instruction on use of special tools. cv r9 8. Repairs: Include the following: `V i a. Diagnosis instructions. b. Repair instructions. C. Disassembly; component removal, repair, and replacement; and reassembly cv instructions. d. Instructions for identifying parts and components. E e. Review of spare parts needed for operation and maintenance. 0 PART 3 - EXECUTION 3.1 PREPARATION A. Assemble educational materials necessary for instruction, including documentation and training module. Assemble training modules into a training manual organized in coordination with requirements in Section 017823 "Operation and Maintenance Data." B. Set up instructional equipment at instruction location. DEMONSTRATION AND TRAINING 017900 - 4 Packet Pg. 3471 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3.2 INSTRUCTION A. Facilitator: Engage a qualified facilitator to prepare instruction program and training modules, to coordinate instructors, and to coordinate between Contractor and Owner for number of participants,instruction times, and location. B. Engage qualified instructors to instruct Owner's personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a system. s 1. Architect will furnish an instructor to describe basis of system design, operational requirements, criteria, and regulatory requirements. 2. Owner will furnish an instructor to describe Owner's operational philosophy. 3. Owner will furnish Contractor with names and positions of participants. C. Scheduling: Provide instruction at mutually agreed on times. For equipment that requires 0 seasonal operation,provide similar instruction at start of each season. 1. Schedule training with Owner,through Architect, with at least seven days' advance N notice. D. Training Location and Reference Material: Conduct training on-site in the completed and fully operational facility using the actual equipment in-place. Conduct training using final operation and maintenance data submittals. N N M E. Evaluation: At conclusion of each training module, assess and document each participant's `44 mastery of module by use of a demonstration performance-based test. F. Cleanup: Collect used and leftover educational materials and give to Owner. Remove instructional equipment. Restore systems and equipment to condition existing before initial N training use. m 0 END OF SECTION 017900 , DEMONSTRATION AND TRAINING 017900 - 5 Packet Pg. 3472 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 024119 - SELECTIVE DEMOLITION PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Demolition and removal of selected portions of building or structure. , N r B. Related Requirements: 1. Section 011000 "Summary" for restrictions on use of the premises, Owner-occupancy requirements, and phasing requirements. N 2. Section 017300 "Execution" for cutting and patching procedures. 3. Section 013516 "Alteration Project Procedures" for general protection and work procedures for alteration projects. 1.3 DEFINITIONS N A. Remove: Detach items from existing construction and dispose of them off-site unless indicated to be salvaged or reinstalled. B. Remove and Salvage: Detach items from existing construction, in a manner to prevent damage, .0 and deliver to Owner to store. C. Remove and Reinstall: Detach items from existing construction,in a manner to prevent damage, prepare for reuse, and reinstall where indicated. D. Existing to Remain: Leave existing items that are not to be removed and that are not otherwise indicated to be salvaged or reinstalled. E. Dismantle: To remove by disassembling or detaching an item from a surface, using gentle methods and equipment to prevent damage to the item and surfaces; disposing of items unless E indicated to be salvaged or reinstalled. 1.4 MATERIALS OWNERSHIP A. Unless otherwise indicated, demolition waste becomes property of Contractor. SELECTIVE DEMOLITION 024119 - 1 Packet Pg. 3473 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to Owner that may be uncovered during demolition remain the property of Owner. 1. Carefully salvage in a manner to prevent damage and promptly return to Owner. 1.5 PREINSTALLATION MEETINGS A. Pre-demolition Conference: Conduct conference at Project site. 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, a demolition personnel, equipment, and facilities needed to make progress and avoid 0 delays. 4. Review requirements of work performed by other trades that rely on substrates exposed by selective demolition operations. 5. Review areas where existing construction is to remain and requires protection. 1.6 INFORMATIONAL SUBMITTALS cv A. Qualification Data: For refrigerant recovery technician. � N B. Engineering Survey: Submit engineering survey of condition of building. i C. Proposed Protection Measures: Submit report, including Drawings, that indicates the measures proposed for protecting individuals and property for environmental protection, for dust control and for noise control. Indicate proposed locations and construction of barriers. E D. Schedule of Selective Demolition Activities: Indicate the following: 1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure Owner's and other tenants' on-site operations are uninterrupted. 2. Interruption of utility services. Indicate how long utility services will be interrupted. 3. Coordination for shutoff, capping, and continuation of utility services. 4. Use of elevator and stairs. _ 5. Coordination of Owner's continuing occupancy of portions of existing building and of Owner's partial occupancy of completed Work. E. Pre-demolition Photographs or Video: Show existing conditions of adjoining construction, including finish surfaces, that might be misconstrued as damage caused by demolition operations. Comply with Section 013233 "Photographic Documentation." Submit before Work begins. F. Statement of Refrigerant Recovery: Signed by refrigerant recovery technician responsible for recovering refrigerant, stating that all refrigerant that was present was recovered and that SELECTIVE DEMOLITION 024119 - 2 Packet Pg. 3474 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual recovery was performed according to EPA regulations. Include name and address of technician and date refrigerant was recovered. G. Warranties: Documentation indicating that existing warranties are still in effect after completion of selective demolition. 1.7 CLOSEOUT SUBMITTALS A. Inventory: Submit a list of items that have been removed and salvaged. 1.8 QUALITY ASSURANCE A. Refrigerant Recovery Technician Qualifications: Certified by an EPA-approved certification c program. 1.9 FIELD CONDITIONS A. Owner will occupy portions of building immediately adjacent to selective demolition area. >' Conduct selective demolition so Owner's operations will not be disrupted. cv B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. i C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition. D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the 44 Work. E 0 1. Hazardous materials will be removed by Owner before start of the Work. 2. If suspected hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract. E. Storage or sale of removed items or materials on-site is not permitted. F. 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. E 1.10 WARRANTY A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials and using approved contractors so as not to void existing warranties.Notify warrantor before proceeding. SELECTIVE DEMOLITION 024119 - 3 Packet Pg. 3475 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual B. Notify warrantor on completion of selective demolition, and obtain documentation verifying that existing system has been inspected and warranty remains in effect. Submit documentation at Project closeout. 1.11 COORDINATION A. Arrange selective demolition schedule so as not to interfere with Owner's operations. PART2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Regulatory Requirements: Comply with governing EPA notification regulations before C beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. , cv B. Standards: Comply with ASSE A10.6 and NFPA 241. PART 3 - EXECUTION cv CD cv M cv 3.1 EXAMINATION i A. Verify that utilities have been disconnected and capped before starting selective demolition operations. cv B. Review Project Record Documents of existing construction or other existing condition and hazardous material information provided by Owner. Owner does not guarantee that existing 2 conditions are same as those indicated in Project Record Documents. > C. Engage a professional engineer to perform an engineering survey of condition of building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures during selective building demolition operations. I. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities. D. Steel Tendons: Locate tensioned steel tendons and include recommendations for de-tensioning. E. Verify that hazardous materials have been remediated before proceeding with building demolition operations. F. Survey of Existing Conditions: Record existing conditions by use of preconstruction photographs. SELECTIVE DEMOLITION 024119 - 4 Packet Pg. 3476 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Comply with requirements specified in Section 013233 "Photographic Documentation." 2. Inventory and record the condition of items to be removed and salvaged. Provide photographs or video of conditions that might be misconstrued as damage caused by salvage operations. 3. Before selective demolition or removal of existing building elements that will be reproduced or duplicated in final Work, make permanent record of measurements, materials, and construction details required to make exact reproduction. 3.2 PREPARATION A. Refrigerant: Before starting demolition, remove refrigerant from mechanical equipment according to 40 CFR 82 and regulations of authorities having jurisdiction. 0 3.3 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage. B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off utility services and mechanical/electrical systems serving areas to be selectively demolished. � N M 1. Owner will arrange to shut off indicated services/systems when requested by Contractor. `44 2. Arrange to shut off utilities with utility companies. 3. If services/systems are required to be removed, relocated, or abandoned, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building. ' N 4. Disconnect, demolish, and remove fire-suppression systems, plumbing, and HVAC systems, equipment, and components indicated on Drawings to be removed. :5 6 a. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material. b. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same cu or compatible piping material and leave in place. C. Equipment to Be Removed: Disconnect and cap services and remove equipment. d. Equipment to Be Removed and Reinstalled: Disconnect and cap services and C remove, clean, and store equipment; when appropriate, reinstall, reconnect, and s make equipment operational. e. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and deliver to Owner. f. Ducts to Be Removed: Remove portion of ducts indicated to be removed and plug remaining ducts with same or compatible ductwork material. g. Ducts to Be Abandoned in Place: Cap or plug ducts with same or compatible ductwork material and leave in place. SELECTIVE DEMOLITION 024119 - 5 Packet Pg. 3477 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3.4 PROTECTION A. Temporary Protection: 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. 5. Comply with requirements for temporary enclosures, dust control, heating, and cooling :2 specified in Section 015000 "Temporary Facilities and Controls." 0 B. Temporary Shoring: Design, provide, and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of N construction being demolished. I. Strengthen or add new supports when required during progress of selective demolition. W cv C. Remove temporary barricades and protections where hazards no longer exist. i 3.5 SELECTIVE DEMOLITION, GENERAL A. General: Demolish and remove existing construction only to the extent required by new N construction and as indicated. Use methods required to complete the Work within limitations of a) governing regulations and as follows: :5 6 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. a, 2. Neatly cut openings and holes plumb, square, and true to dimensions required. Use y 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. Temporarily cover openings to remain. 3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring 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 portable fire-suppression devices during flame-cutting operations. 5. Maintain fire watch during and for at least 1 hour after flame-cutting operations. 6. Maintain adequate ventilation when using cutting torches. 7. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site. SELECTIVE DEMOLITION 024119 - 6 Packet Pg. 3478 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 8. Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground impact or dust generation. 9. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. 10. Dispose of demolished items and materials promptly. B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. C. Removed and Salvaged Items: .� 1. Clean salvaged items. 2. Pack or crate items after cleaning. Identify contents of containers. 3. Store items in a secure area until delivery to Owner. 4. Transport items to Owner's storage area designated by Owner. 5. Protect items from damage during transport and storage. D. Removed and Reinstalled Items: 1. Clean and repair items to functional condition adequate for intended reuse. 2. Pack or crate items after cleaning and repairing. Identify contents of containers. 3. Protect items from damage during transport and storage. 4. Reinstall items in locations indicated. Comply with installation requirements for new N materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated. E. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Architect, items may be removed to a suitable, N protected storage location during selective demolition and cleaned and reinstalled in their original locations after selective demolition operations are complete. :5 6 3.6 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS A. Concrete: Demolish in small sections. Using power-driven saw, cut concrete to a depth of at y least 3/4 inch at junctures with construction to remain. Dislodge concrete from reinforcement at perimeter of areas being demolished, cut reinforcement, and then remove remainder of concrete. Neatly trim openings to dimensions indicated. B. Concrete: Demolish in sections. Cut concrete full depth at junctures with construction to remain and at regular intervals using power-driven saw, and then remove concrete between saw cuts. C. Masonry: Demolish in small sections. Cut masonry at junctures with construction to remain using power-driven saw, and then remove masonry between saw cuts. D. Concrete Slabs-on-Grade: Saw-cut perimeter of area to be demolished, and then break up and remove. SELECTIVE DEMOLITION 024119 - 7 Packet Pg. 3479 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual E. Resilient Floor Coverings: Remove floor coverings and adhesive according to recommendations in RFCI's "Recommended Work Practices for the Removal of Resilient Floor Coverings." Do not use methods requiring solvent-based adhesive strippers. F. Roofing: Remove no more existing roofing than what can be covered in one day by new roofing and so that building interior remains watertight and weathertight. See roofing specification sections for new roofing requirements. 1. Remove existing roof membrane, flashings, copings, and roof accessories. 2. Remove existing roofing system down to substrate. 3.7 DISPOSAL OF DEMOLISHED MATERIALS A. Remove demolition waste materials from Project site and dispose of them in an EPA-approved 0 construction and demolition waste landfill acceptable to authorities having jurisdiction. 1. Do not allow demolished materials to accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. 3. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent. '✓ 4. Comply with requirements specified in Section 017419 "Construction WasteCD Management and Disposal." M N r B. Burning: Do not burn demolished materials. i 3.8 CLEANING ' cv m A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective E demolition operations. Return adjacent areas to condition existing before selective demolition operations began. END OF SECTION 024119 SELECTIVE DEMOLITION 024119 - 8 Packet Pg. 3480 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 055119 - METAL GRATING STAIRS PART I - GENERAL 1.1 SUMMARY A. Section Includes: 1. Industrial Class stairs with steel-grating treads. 2. Steel railings attached to metal stairs. 3. Steel handrails attached to walls adjacent to metal stairs. -� Z 0 1.2 COORDINATION A. Coordinate selection of shop primers with topcoats to be applied over them. Comply with paint N and coating manufacturers' written instructions to ensure that shop primers and topcoats are compatible with one another. cv CD 1.3 ACTION SUBMITTALS � N A. Product Data: For metal grating stairs and the following: i 1. Gratings. 2. Shop primer products. cv 3. Grout. � B. Shop Drawings: 1. Include plans, elevations, sections, details, and attachment to other work. 2. Indicate sizes of metal sections, thickness of metals,profiles,holes, and field joints. 3. Include plan at each level. e� 4. Indicate locations of anchors, weld plates, and blocking for attachment of wall-mounted handrails. 5. Shop drawings shall be signed and sealed by a registered Florida Engineer and shall comply with the latest edition of the Florida Building Code. 1.4 INFORMATIONAL SUBMITTALS A. Welding certificates. 1.5 QUALITY ASSURANCE A. Installer Qualifications: Fabricator of products. METAL GRATING STAIRS 055119 - 1 Packet Pg. 3481 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual B. Welding Qualifications: Qualify procedures and personnel according to AWS D1.1/D1.1M, "Structural Welding Code - Steel." PART 2 - PRODUCTS 2.1 METALS A. Steel Plates, Shapes, and Bars: ASTM A36/A36M. B. Rolled-Steel Floor Plate: ASTM A786/A786M, rolled from g com late complying with p p � ASTM A36/A36M or ASTM A283/A283M, Grade C or D. C. Steel Bars for Grating Treads: ASTM A36/A36M or steel strip, ASTM A1011/AIO11M or ASTM A1018/A1018M. D. Steel Wire Rod for Grating Crossbars: ASTM A5IO/A5IOM. , N r E. Steel Tubing for Railings: ASTM A500. 1. Provide galvanized finish for exterior installations and where indicated. F. Steel Pipe for Railings: ASTM A53/A53M, Type F or Type S, Grade A, Standard Weight (Schedule 40),unless another grade and weight are required by structural loads. N G. Provide galvanized finish for exterior installations and where indicated. e( H. Woven-Wire Mesh: Intermediate-crimp, diamond or square pattern, 2-inch woven-wire mesh, made from 0.135-inch nominal-diameter steel wire complying with ASTM A510. N W I. Welded-Wire Mesh: Diamond or square pattern, 2-inch welded-wire mesh, made from 0.236- inch nominal-diameter steel wire complying with ASTM A510. 0 J. Cast Iron: Either gray iron, ASTM A48, or malleable iron, ASTM A47, unless otherwise indicated. K. Cast-Abrasive Nosings: Cast iron, with an integral abrasive, as-cast finish consisting of aluminum oxide, silicon carbide, or a combination of both. 2.2 FASTENERS A. General: Provide Type 304 stainless-steel fasteners for exterior use and zinc-plated fasteners with coating complying with ASTM B633 or ASTM F1941, Class Fe/Zn 5 where built into exterior walls. 1. Select fasteners for type, grade, and class required. METAL GRATING STAIRS 055119 - 2 Packet Pg. 3482 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual B. Fasteners for Anchoring Railings to Other Construction: Select fasteners of type, grade, and class required to produce connections suitable for anchoring railings to other types of construction indicated and capable of withstanding design loads. C. Post-Installed Anchors: Torque-controlled expansion anchors or chemical anchors capable of sustaining, without failure, a load equal to six times the load imposed when installed in unit masonry and four times the load imposed when installed in concrete, as determined by testing according to ASTM E488/E488M, conducted by a qualified independent testing agency. _ 1. Material for Interior Locations: Carbon-steel components zinc plated to comply with ASTM B633 or ASTM F1941, Class Fe/Zn 5,unless otherwise indicated. .� 2. Material for Exterior Locations and Where Stainless Steel Is Indicated: Alloy Group 1 stainless-steel bolts, ASTM F593, and nuts, ASTM F594. 0 2.3 MISCELLANEOUS MATERIALS A. Shop Primers: Provide primers that comply with below requirements. N B. Universal Shop Primer: Fast-curing, lead- and chromate-free, universal modified-alkyd primer complying with MPI479 and compatible with topcoat. 1. Use primer containing pigments that make it easily distinguishable from zinc-rich primer. N N M C. Zinc-Rich Primer: Comply with SSPC-Paint 20, Type 11, Level 2, and compatible with topcoat. `CD D i D. Shop Primer for Galvanized Steel: Primer formulated for exterior use over zinc-coated metal and compatible with finish paint systems indicated. E. Galvanizing Repair Paint: High-zinc-dust-content paint complying with SSPC-Paint 20 and compatible with paints specified to be used over it. E 6 F. Nonmetallic, Shrinkage-Resistant Grout: ASTM C1107/CI107M, factory-packaged, , nonmetallic aggregate grout; recommended by manufacturer for exterior use; noncorrosive and nonstaining; mixed with water to consistency suitable for application and a 30-minute working time. 2.4 FABRICATION, GENERAL A. Provide complete stair assemblies, including metal framing, hangers, railings, clips, brackets, bearing plates, and other components necessary to support and anchor stairs and platforms on supporting structure. E 1. Join components by welding unless otherwise indicated. 2. Use connections that maintain structural value of joined pieces. B. Assemble stairs and railings in shop to greatest extent possible. METAL GRATING STAIRS 055119 - 3 Packet Pg. 3483 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Disassemble units only as necessary for shipping and handling limitations. 2. Clearly mark units for reassembly and coordinated installation. C. Cut, drill, and punch metals cleanly and accurately. I. Remove burrs and ease edges to a radius of approximately 1/32 inch unless otherwise indicated. 2. Remove sharp or rough areas on exposed surfaces. D. Form bent-metal corners to smallest radius possible without causing grain separation or otherwise impairing work. E. Form exposed work with accurate angles and surfaces and straight edges. F. Weld connections to comply with the following: 0 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. 4. Weld exposed corners and seams continuously unless otherwise indicated. 5. At exposed connections, finish exposed welds to comply with NOMMA's "Voluntary W Joint Finish Standards" for Finish 4 3 -Partially dressed weld with spatter removed. N M G. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners `CD D where possible. i 1. Where exposed fasteners are required, use Phillips flat-head (countersunk) screws or bolts unless otherwise indicated. ' N 2. Locate joints where least conspicuous. 3. Fabricate joints that are exposed to weather in a manner to exclude water. :5 4. Provide weep holes where water may accumulate internally. 2.5 FABRICATION OF STEEL-FRAMED STAIRS A. NAAMM Stair Standard: Comply with NAAMM AMP 510, "Metal Stairs Manual," for Industrial Class,unless more stringent requirements are indicated. B. Stair Framing: 1. Fabricate stringers of steel channels. a. Stringer Size: As indicated on Drawings. b. Provide closures for exposed ends of channel stringers. C. Finish: Galvanized. 2. Construct platforms and tread supports of steel channel headers and miscellaneous framing members as indicated on Drawings. METAL GRATING STAIRS 055119 - 4 Packet Pg. 3484 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual a. Provide closures for exposed ends of channel framing. b. Finish: Galvanized. 3. Weld or bolt stringers to headers;weld or bolt framing members to stringers and headers. C. Metal Bar-Grating Stairs: Form treads and platforms to configurations shown from metal bar grating; fabricate to comply with NAAMM MBG 531, "Metal Bar Grating Manual." I. Fabricate treads and platforms from welded steel or pressure-locked steel grating as indicated on drawings. 2. Fabricate treads and platforms from welded steel or pressure-locked steel grating with openings in gratings no more than 3/4 inch in least dimension. a. Surface: Serrated. _ b. Finish: Galvanized. c 3. Fabricate grating treads with rolled-steel floor plate or cast-abrasive nosing and with steel angle or steel plate carrier at each end for stringer connections. N r a. Secure treads to stringers with bolts or proprietary clips. 4. Fabricate grating platforms with nosing matching that on grating treads. `✓ N a. Secure grating to platform framing with bolts. N D. Risers: Open. i E. Toe Plates: Provide toe plates around openings and at edge of open-sided floors and platforms, and at open ends and open back edges of treads. N 1. Material and Finish: Steel plate to match finish of other steel items. E 2. Fabricate to dimensions and details indicated. 6 2.6 FABRICATION OF STAIR RAILINGS A. Fabricate railings to comply with requirements indicated for design, dimensions, details, finish, and member sizes,including wall thickness of member,post spacings,wall bracket spacing, and anchorage,but not less than that needed to withstand indicated loads. 1. Rails and Posts: 1-5/8-inch-diameter top and bottom rails and 1-5/8-inch-diameter posts. 2. Intermediate Rails Infill: 1-5/8-inch- diameter intermediate rails spaced less than 21 inches clear. � E B. Welded Connections: Fabricate railings with welded connections. 1. Fabricate connections that are exposed to weather in a manner that excludes water. a. Provide weep holes where water may accumulate internally. METAL GRATING STAIRS 055119 - 5 Packet Pg. 3485 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2. Cope components at connections to provide close fit, or use fittings designed for this purpose. 3. Weld all around at connections,including at fittings. 4. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 5. Obtain fusion without undercut or overlap. 6. Remove flux immediately. 7. Finish welds to comply with NOMMA's "Voluntary Joint Finish Standards" for Finish 43 - Partially dressed weld with spatter removed as shown in NAAMM AMP 521. _ C. Form changes in direction of railings as follows: .� 1. As detailed. D. Close exposed ends of railing members with prefabricated end fittings. E. Provide wall returns at ends of wall-mounted handrails unless otherwise indicated. 1. Close ends of returns unless clearance between end of rail and wall is 1/4 inch or less. F. Connect posts to stair framing by direct welding unless otherwise indicated. G. Brackets, Flanges, Fittings, and Anchors: Provide wall brackets, end closures, flanges, miscellaneous fittings, and anchors for interconnecting components and for attaching to other M work. i I. Furnish inserts and other anchorage devices for connecting to concrete or masonry work. 2. For galvanized railings,provide galvanized fittings,brackets, fasteners, sleeves, and other ferrous-metal components. N 3. Provide type of bracket with flange tapped for concealed anchorage to threaded hanger bolt or with predrilled hole for exposed bolt anchorage and that provides 1-1/2-inch :5 clearance from inside face of handrail to finished wall surface. H. Fillers: Provide fillers made from steel plate, or other suitably crush-resistant material, where needed to transfer wall bracket loads through wall finishes to structural supports. 1. Size fillers to suit wall finish thicknesses and to produce adequate bearing area to prevent bracket rotation and overstressing of substrate. 2.7 FINISHES A. Finish metal stairs after assembly. B. Galvanizing: Hot-dip galvanize items as indicated to comply with ASTM A153/A153M for steel and iron hardware and with ASTM A123/A123M for other steel and iron products. 1. Do not quench or apply post-galvanizing treatments that might interfere with paint adhesion. METAL GRATING STAIRS 055119 - 6 Packet Pg. 3486 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2. Fill vent and drain holes that are exposed in the finished Work,unless indicated to remain as weep holes,by plugging with zinc solder and filing off smooth. C. Preparation for Shop Priming: Prepare uncoated ferrous-metal surfaces to comply with minimum requirements indicated below for SSPC surface preparation specifications and environmental exposure conditions of installed products: Retain one or more of three subparagraphs below to suit Project service conditions of installed work. Insert other exposures and preparation requirements where applicable. See SSPC's painting manual. 1. Exterior Stairs: SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning." D. Apply shop primer to uncoated surfaces of metal stair components, except those with galvanized finishes and those to be embedded in concrete or masonry unless otherwise indicated. Comply with SSPC-PA 1, "Paint Application Specification No. 1: Shop, Field, and Maintenance Painting of Steel," for shop painting. 1. Stripe paint corners, crevices,bolts,welds, and sharp edges. PART 3 - EXECUTION 3.1 INSTALLING METAL STAIRS N CD cv r9 A. Fastening to In-Place Construction: Provide anchorage devices and fasteners where necessary `~ for securing metal stairs to in-place construction. e( 1. Include threaded fasteners for concrete and masonry inserts, through-bolts, lag bolts, and other connectors. cv m B. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing E metal stairs. Set units accurately in location, alignment, and elevation, measured from established lines and levels and free of rack. , C. Install metal stairs by welding stair framing to steel structure or to weld plates cast into concrete unless otherwise indicated. I. Grouted Baseplates: Clean concrete and masonry bearing surfaces of bond-reducing materials and roughen to improve bond to surfaces. a. Clean bottom surface of baseplates. b. Set steel-stair baseplates on wedges, shims, or leveling nuts. C. After stairs have been positioned and aligned, tighten anchor bolts. d. Do not remove wedges or shims, but if protruding, cut off flush with edge of E bearing plate before packing with grout. e. Promptly pack grout solidly between bearing surfaces and plates to ensure that no voids remain. 1) Neatly finish exposed surfaces;protect grout and allow to cure. METAL GRATING STAIRS 055119 - 7 Packet Pg. 3487 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2) Comply with manufacturer's written installation instructions for shrinkage- resistant grouts. D. Provide temporary bracing or anchors in formwork for items that are to be built into concrete, masonry, or similar construction. E. Fit exposed connections accurately together to form hairline joints. 1. Weld connections that are not to be left as exposed joints but cannot be shop welded because of shipping size limitations. 2. Do not weld, cut, or abrade surfaces of exterior units that have been hot-dip galvanized after fabrication and are for bolted or screwed field connections. 3. Comply with requirements for welding in "Fabrication, General" Article. 0 3.2 INSTALLING RAILINGS A. Adjust railing systems before anchoring to ensure matching alignment at abutting joints with tight,hairline joints. 1. Space posts at spacing indicated or,if not indicated, as required by design loads. 2. Plumb posts in each direction,within a tolerance of 1/16 inch in 3 feet. 3. Align rails so variations from level for horizontal members and variations from parallel with rake of stairs for sloping members do not exceed 1/4 inch in 12 feet. 4. Secure posts and rail ends to building construction as follows: i a. Anchor posts to steel by welding to steel supporting members. b. Anchor handrail ends to concrete and masonry with steel round flanges welded to rail ends and anchored with post-installed anchors and bolts. N m B. Attach handrails to wall with wall brackets. E 6 1. Locate brackets as indicated or, if not indicated, at spacing required to support structural loads. � 2. Secure wall brackets to building construction as required to comply with performance requirements. y 3.3 REPAIR A. Touchup Painting: Immediately after erection, clean field welds, bolted connections, and abraded areas of shop paint, and paint exposed areas with same material as used for shop painting to comply with SSPC-PA 1 for touching up shop-painted surfaces. ai I. Apply by brush or spray to provide a minimum 2.0-mil dry film thickness. B. Touchup Painting: Cleaning and touchup painting of field welds, bolted connections, and abraded areas of shop paint are specified herein. METAL GRATING STAIRS 055119 - 8 Packet Pg. 3488 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual C. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and repair galvanizing to comply with ASTM A780/A780M. END OF SECTION 055119 0 cv cv CD cv M cv i cv m 0 CD METAL GRATING STAIRS 055119 - 9 Packet Pg. 3489 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 061000 - ROUGH CARPENTRY PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: I. Rooftop equipment bases and support curbs. 2. Wood blocking , 3. Wood sleepers. 4. Plywood panels. 1.3 DEFINITIONS c� cv r9 A. Boards or Strips: Lumber of less than 2 inches nominal size in least dimension. i B. Dimension Lumber: Lumber of 2 inches nominal size or greater but less than 5 inches nominal size in least dimension. C. Exposed Framing: Framing not concealed by other construction. D. Timber: Lumber of 5 inches nominal size or greater in least dimension. 1.4 ACTION SUBMITTALS A. Product Data: For each type of process and factory-fabricated product. Indicate component In 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 and net amount of preservative retained. 2. Include data for fire-retardant treatment from chemical treatment manufacturer and certification by treating plant that treated materials comply with requirements. Include E physical properties of treated materials based on testing by a qualified independent testing agency. 3. For fire-retardant treatments, include physical properties of treated lumber both before and after exposure to elevated temperatures, based on testing by a qualified independent testing agency according to ASTM D 5664. ROUGH CARPENTRY 061000 - 1 Packet Pg. 3490 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 4. For products receiving a waterborne treatment, include statement that moisture content of treated materials was reduced to levels specified before shipment to Project site. B. Fastener Patterns: Full-size templates for fasteners in exposed framing. 1.5 INFORMATIONAL SUBMITTALS A. Material Certificates: For dimension lumber specified to comply with minimum allowable unit stresses. Indicate species and grade selected for each use and design values approved by the ALSC Board of Review. ' B. Evaluation Reports: For the following, from ICC-ES: 1. Wood-preservative-treated wood. 0 2. Fire-retardant-treated wood. 3. Engineered wood products. 4. Shear panels. 5. Power-driven fasteners. 6. Post-installed anchors. 7. Metal framing anchors. N 1.6 QUALITY ASSURANCE N A. Testing Agency Qualifications: For testing agency providing classification marking for fire- retardant treated material, an inspection agency acceptable to authorities having jurisdiction that et periodically performs inspections to verify that the material bearing the classification marking is representative of the material tested. N m 1.7 DELIVERY, STORAGE, AND HANDLING 0 A. Stack wood products flat with spacers beneath and between each bundle to provide air circulation. Protect wood products from weather by covering with waterproof sheeting, securely anchored. Provide for air circulation around stacks and under coverings. PART 2 - PRODUCTS 2.1 WOOD PRODUCTS, GENERAL A. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is indicated, comply with the applicable rules of any rules-writing agency certified by the ALSC Board of Review. Grade lumber by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated. I. Factory mark each piece of lumber with grade stamp of grading agency. ROUGH CARPENTRY 061000 - 2 Packet Pg. 3491 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual B. Maximum Moisture Content of Lumber: 19 percent unless otherwise indicated. 2.2 WOOD-PRESERVATIVE-TREATED LUMBER A. Preservative Treatment by Pressure Process: AWPA U1;Use Category UC2. 1. Preservative Chemicals: Acceptable to authorities having jurisdiction and containing no arsenic or chromium. _ 2. For exposed items indicated to receive a stained or natural finish, chemical formulations shall not require incising, contain colorants, bleed through, or otherwise adversely affect ' finishes. B. Kiln-dry lumber after treatment to a maximum moisture content of 19 percent. Do not use _ material that is warped or that does not comply with requirements for untreated material. 0 c C. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review. cv D. Application: Treat all rough carpentry unless otherwise indicated items indicated on Drawings, and the following: 1. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar N CD members in connection with roofing, flashing,vapor barriers, and waterproofing. � 2. Wood sills, sleepers, blocking, furring, stripping and similar concealed members in contact with masonry or concrete. 2.3 FIRE-RETARDANT-TREATED MATERIALS cv m A. General: Where fire-retardant-treated materials are indicated, materials shall comply with E requirements in this article, that are acceptable to authorities having jurisdiction, and with fire- test-response characteristics specified as determined by testing identical products per test , method indicated by a qualified testing agency. B. Fire-Retardant-Treated Lumber and Plywood by Pressure Process: Products with a flame-spread index of 25 or less when tested according to ASTM E 84, and with no evidence of significant progressive combustion when the test is extended an additional 20 minutes, and with the flame front not extending more than 10.5 feet beyond the centerline of the burners at any time during = the test. _ 1. Treatment shall not promote corrosion of metal fasteners. �. 2. Exterior Type: Treated materials shall comply with requirements specified above for fire- m retardant-treated lumber and plywood by pressure process after being subjected to accelerated weathering according to ASTM D 2898. Use for exterior locations and where indicated. 3. Interior Type A: Treated materials shall have a moisture content of 28 percent or less when tested according to ASTM D 3201 at 92 percent relative humidity. Use where exterior type is not indicated. ROUGH CARPENTRY 061000 - 3 Packet Pg. 3492 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 4. Design Value Adjustment Factors: Treated lumber shall be tested according to ASTM D 5664 and design value adjustment factors shall be calculated according to ASTM D 6841. C. Kiln-dry lumber after treatment to maximum moisture content of 19 percent. D. Identify fire-retardant-treated wood with appropriate classification marking of qualified testing agency. _ E. For exposed items indicated to receive a stained or natural finish, chemical formulations shall not bleed through, contain colorants, or otherwise adversely affect finishes. .� 2.4 MISCELLANEOUS LUMBER A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other construction,including the following: 1. Blocking. N 2. Nailers. 3. Rooftop equipment bases and support curbs. 4. Cants. 5. Furring. � cv M B. Dimension Lumber Items: Construction or No. 2 grade lumber of any of the following species: CD N i 1. Hem-fir(north);NLGA. 2. Mixed southern pine or southern pine; SPIB. 3. Spruce-pine-fir;NLGA. 4. Hem-fir; WCLIB or WWPA. 5. Spruce-pine-fir(south);NeLMA, WCLIB, or WWPA. E 6. Western woods; WCLIB or WWPA. 7. Northern species;NLGA. 8. Eastern softwoods;NeLMA. C. Concealed Boards: 19 percent maximum moisture content and any of the following species and grades: I. Mixed southern pine or southern pine;No. 2 grade; SPIB. 2. Hem-fir or hem-fir (north); Construction or No. 2 Common grade; NLGA, WCLIB, or WWPA. 3. Spruce-pine-fir (south) or spruce-pine-fir; Construction or No. 2 Common grade; NeLMA,NLGA, WCLIB, or WWPA. a� 4. Eastern softwoods;No. 2 Common grade;NeLMA. 5. Northern species;No. 2 Common grade;NLGA. 6. Western woods; Construction or No. 2 Common grade; WCLIB or WWPA. < ROUGH CARPENTRY 061000 - 4 Packet Pg. 3493 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual D. For blocking not used for attachment of other construction, Utility, Stud, or No. 3 grade lumber of any species may be used provided that it is cut and selected to eliminate defects that will interfere with its attachment and purpose. E. For blocking and nailers used for attachment of other construction, select and cut lumber to eliminate knots and other defects that will interfere with attachment of other work. F. For furring strips for installing plywood or hardboard paneling, select boards with no knots capable of producing bent-over nails and damage to paneling. , 2.5 PLYWOOD PANELS A. Equipment Backing Panels: Plywood, DOC PS 1, Exterior, A-C in thickness indicated or, if not ;a_ indicated,not less than 3/4-inch nominal thickness. .0 0 2.6 FASTENERS , N A. General: Fasteners shall be of size and type indicated and shall comply with requirements specified in this article for material and manufacture. I. Where rough carpentry is exposed to weather, in ground contact, pressure-preservative CD treated, or in area of high relative humidity,provide fasteners of Type 304 stainless steel. � N B. Nails, Brads, and Staples: ASTM F 1667. e( C. Power-Driven Fasteners: Fastener systems with an evaluation report acceptable to authorities having jurisdiction,based on ICC-ES AC70. N W D. Post-Installed Anchors: Fastener systems with an evaluation report acceptable to authorities having jurisdiction,based on ICC-ES ACO1 as appropriate for the substrate. 2 , 1. Material: Carbon-steel components, zinc plated to comply with ASTM B 633, Class Fe/Zn 5. 2. Material: Stainless steel with bolts and nuts complying with ASTM F 593 and ASTM F 594, Alloy Group 1 or 2. 2.7 METAL FRAMING ANCHORS A. Allowable design loads, as published by manufacturer, shall meet or exceed those indicated Manufacturer's published values shall be determined from empirical data or by rational engineering analysis and demonstrated by comprehensive testing performed by a qualified independent testing agency. Framing anchors shall be punched for fasteners adequate to withstand same loads as framing anchors. B. Galvanized-Steel Sheet: Hot-dip, zinc-coated steel sheet complying with ASTM A 653/A 653M, G60 coating designation. ROUGH CARPENTRY 061000 - 5 Packet Pg. 3494 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Use for interior locations unless otherwise indicated. C. Hot-Dip, Heavy-Galvanized Steel Sheet: ASTM A 653/A 653M; structural steel (SS), high- strength low-alloy steel Type A (HSLAS Type A), or high-strength low-alloy steel Type B (HSLAS Type B); G185 coating designation; and not less than 0.036 inch thick. 1. Use for wood-preservative-treated lumber and where indicated. D. Stainless-Steel Sheet: ASTM A 666, Type 316. 1. Use for exterior locations and where indicated. ' PART 3 - EXECUTION 0 3.1 INSTALLATION, GENERAL A. Framing Standard: Comply with AF&PA's WCD 1, "Details for Conventional Wood Frame Construction," unless otherwise indicated. w B. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit rough carpentry accurately to other construction. Locate furring,nailers,blocking, and similar supports to comply with requirements for attaching other construction. N C. Install plywood panels by fastening to studs; coordinate locations with utilities requiring backing panels. Install fire-retardant-treated plywood backing panels with classification marking of testing agency exposed to view. z D. Install shear wall panels to comply with manufacturer's written instructions. E E. Install metal framing anchors to comply with manufacturer's written instructions. Install 0 fasteners through each fastener hole. > F. Install sill sealer gasket to form continuous seal between sill plates and foundation walls. G. Do not splice structural members between supports unless otherwise indicated. H. Provide blocking and framing as indicated and as required to support facing materials, fixtures, specialty items, and trim. 1. Provide metal clips for fastening gypsum board or lath at corners and intersections where framing or blocking does not provide a surface for fastening edges of panels. Space clips not more than 16 inches o.c. I. Provide fire blocking in furred spaces, stud spaces, and other concealed cavities as indicated and as follows: ROUGH CARPENTRY 061000 - 6 Packet Pg. 3495 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Fire block furred spaces of walls, at each floor level, at ceiling, and at not more than 96 inches o.c. with solid wood blocking or noncombustible materials accurately fitted to close furred spaces. 2. Fire block concealed spaces of wood-framed walls and partitions at each floor level, at ceiling line of top story, and at not more than 96 inches o.c. Where fire blocking is not inherent in framing system used, provide closely fitted solid wood blocks of same width as framing members and 2-inch nominal thickness. 3. Fire block concealed spaces between floor sleepers with same material as sleepers to limit concealed spaces to not more than 100 sq. ft. and to solidly fill space below partitions. 4. Fire block concealed spaces behind combustible cornices and exterior trim at not more .� than 20 feet o.c. J. Sort and select lumber so that natural characteristics do not interfere with installation or with fastening other materials to lumber. Do not use materials with defects that interfere with 0 function of member or pieces that are too small to use with minimum number of joints or optimum joint arrangement. K. Comply with AWPA M4 for applying field treatment to cut surfaces of preservative-treated `V lumber. 1. Use inorganic boron for items that are continuously protected from liquid water. W 2. Use copper naphthenate for items not continuously protected from liquid water. N M cv L. Where wood-preservative-treated lumber is installed adjacent to metal decking, install continuous flexible flashing separator between wood and metal decking. M. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following: N 1. Table 2304.9.1, "Fastening Schedule," in ICC's International Building Code (IBC). :5 2. Table R602.3(1), "Fastener Schedule for Structural Members," and Table R602.3(2), 6 "Alternate Attachments," in ICC's International Residential Code for One- and Two- Family Dwellings. 3. ICC-ES evaluation report for fastener. N. Use steel common nails unless otherwise indicated. Select fasteners of size that will not fully penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting wood. Drive nails snug but do not countersink nail heads unless otherwise indicated. _ O. For exposed work, arrange fasteners in straight rows parallel with edges of members, with fasteners evenly spaced, and with adjacent rows staggered. m E 1. Comply with approved fastener patterns where applicable. Before fastening, mark fastener locations,using a template made of sheet metal,plastic,or cardboard. C 2. Use finishing nails unless otherwise indicated. Countersink nail heads and fill holes with wood filler. ROUGH CARPENTRY 061000 - 7 Packet Pg. 3496 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3. Use common nails unless otherwise indicated. Drive nails snug but do not countersink nail heads. 3.2 WOOD BLOCKING, AND NAILER INSTALLATION A. Install where indicated and where required for attaching other work. Form to shapes indicated and cut as required for true line and level of attached work. Coordinate locations with other work involved. _ B. Attach items to substrates to support applied loading. Recess bolts and nuts flush with surfaces ' unless otherwise indicated. C. Provide permanent grounds of dressed, pressure-preservative-treated, key-beveled lumber not ;2 less than 1-1/2 inches wide and of thickness required to bring face of ground to exact thickness .0 c of finish material. Remove temporary grounds when no longer required. 3.3 WOOD FURRING INSTALLATION A. Install level and plumb with closure strips at edges and openings. Shim with wood as required for tolerance of finish work. cv B. Furring to Receive Plywood or Hardboard Paneling: Install 1-by-3-inch nominal-size furring vertically at 24 inches o.c. i C. Furring to Receive Gypsum Board: Install 1-by-2-inch nominal-size furring vertically at 16 inches o.c. z cv 3.4 PROTECTION 0 A. Protect wood that has been treated with inorganic boron (SBX) from weather. If, despite , protection, inorganic boron-treated wood becomes wet, apply EPA-registered borate treatment. Apply borate solution by spraying to comply with EPA-registered label. B. Protect rough carpentry from weather. If, despite protection, rough carpentry becomes wet enough that moisture content exceeds that specified, apply EPA-registered borate treatment. Apply borate solution by spraying to comply with EPA-registered label. END OF SECTION 061000 ROUGH CARPENTRY 061000 - 8 Packet Pg. 3497 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 072100 - THERMAL INSULATION PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Glass-fiber blanket. 2. Mineral-wool blanket. N B. Related Requirements: 1. Section 092900 "Gypsum Board" for insulation blanket for fire rated walls. >' N CD 1.3 ACTION SUBMITTALS C44 N A. Product Data: For each type of product. i 1.4 INFORMATIONAL SUBMITTALS , N A. Product Test Reports: For each product, for tests performed by a qualified testing agency. m 0 B. Evaluation Reports: For foam-plastic insulation, from ICC-ES. 1.5 DELIVERY, STORAGE, AND HANDLING A. Protect insulation materials from physical damage and from deterioration due to moisture, soiling and other sources. Store inside and in a dry location. Comply with manufacturer's s written instructions for handling, storing, and protecting during installation. B. Protect foam-plastic board insulation as follows: 1. Do not expose to sunlight except to necessary extent for period of installation and E concealment. 2. Protect against ignition at all times. Do not deliver foam-plastic board materials to Project site until just before installation time. 3. Quickly complete installation and concealment of foam-plastic board insulation in each area of construction. THERMAL INSULATION 072100 - 1 Packet Pg. 3498 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual PART2 - PRODUCTS 2.1 GLASS-FIBER BLANKET A. Glass-Fiber Blanket, Unfaced: ASTM C 665, Type I; with maximum flame-spread and smoke- developed indexes of 25 and 50, respectively, per ASTM E 84; passing ASTM E 136 for combustion characteristics. 2.2 MINERAL-WOOL BLANKETS A. Mineral-Wool Blanket, Unfaced: ASTM C 665, Type I (blankets without membrane facing); consisting of fibers; with maximum flame-spread and smoke-developed indexes of 25 and 50, respectively,per ASTM E 84;passing ASTM E 136 for combustion characteristics. 0 2.3 INSULATION FASTENERS , cv A. Adhesively Attached, Spindle-Type Anchors: Plate welded to projecting spindle; capable of holding insulation of specified thickness securely in position with self-locking washer in place. 1. Plate: Perforated, galvanized carbon-steel sheet, 0.030 inch-thick by 2 inches square. 2. Spindle: Copper-coated, low-carbon steel; fully annealed; 0.105 inch in diameter; length � to suit depth of insulation. i B. Adhesively Attached Angle-Shaped, Spindle-Type Anchors: Angle welded to p ectin grl spindle; capable of holding insulation of specified thickness securely in position with self- U_ locking washer in place. cv m 1. Angle: Formed from 0.030-inch-thick, perforated, galvanized carbon-steel sheet with E each leg 2 inches square. 0 2. Spindle: Copper-coated, low-carbon steel; fully annealed; 0.105 inch in diameter; length , to suit depth of insulation. C. Insulation-Retaining Washers: Self-locking washers formed from 0.016-inch-thick galvanized- steel sheet, with beveled edge for increased stiffness, sized as required to hold insulation securely in place,but not less than 1-1/2 inches square or in diameter. D. Anchor Adhesive: Product with demonstrated capability to bond insulation anchors securely to substrates without damaging insulation, fasteners, or substrates. 2.4 ACCESSORIES A. Adhesive for Bonding Insulation: Product compatible with insulation and air and water barrier materials, and with demonstrated capability to bond insulation securely to substrates without damaging insulation and substrates. THERMAL INSULATION 072100 - 2 Packet Pg. 3499 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual PART 3 - EXECUTION 3.1 PREPARATION A. Clean substrates of substances that are harmful to insulation, including removing projections capable of puncturing insulation or vapor retarders,or that interfere with insulation attachment. 3.2 INSTALLATION, GENERAL A. Comply with insulation manufacturer's written instructions applicable to products and applications. B. Install insulation that is undamaged, dry, and unsoiled and that has not been left exposed to ice, c rain, or snow at any time. C. Extend insulation to envelop entire area to be insulated. Fit tightly around obstructions and fill , voids with insulation. Remove projections that interfere with placement. N D. Provide sizes to fit applications and selected from manufacturer's standard thicknesses, widths, and lengths. Apply single layer of insulation units unless multiple layers are otherwise shown or required to make up total thickness or to achieve R-value. CD cv M cv 3.3 INSTALLATION OF INSULATION IN FRAMED CONSTRUCTION A. Blanket Insulation: Install in cavities formed by framing members according to the following requirements: cv m 1. Use insulation widths and lengths that fill the cavities formed by framing members. If more than one length is required to fill the cavities, provide lengths that will produce a 0 snug fit between ends. > 2. Place insulation in cavities formed by framing members to produce a friction fit between edges of insulation and adjoining framing members. 3. For metal-framed wall cavities where cavity heights exceed 96 inches, support unfaced blankets mechanically and support faced blankets by taping flanges of insulation to flanges of metal studs. 3.4 PROTECTION A. Protect installed insulation from damage due to harmful weather exposures,physical abuse, and other causes. Provide temporary coverings or enclosures where insulation is subject to abuse E and cannot be concealed and protected by permanent construction immediately after installation. END OF SECTION 072100 THERMAL INSULATION 072100 - 3 Packet Pg. 3500 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 078413 -PENETRATION FIRESTOPPING PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Penetrations in fire-resistance-rated walls. N r B. Related Requirements: 1. Section 078443 "Joint Firestopping" for joints in or between fire-resistance-rated construction, at exterior curtain-wall/floor intersections, and in smoke barriers. N N 1.3 ACTION SUBMITTALS i A. Product Data: For each type of product. B. Product Schedule: For each penetration firestopping system. Include location, illustration of N firestopping system, and design designation of qualified testing and inspecting agency. E 0 1. Engineering Judgments: Where Project conditions require modification to a qualified testing and inspecting agency's illustration for a particular penetration firestopping system, submit illustration, with modifications marked, approved by penetration firestopping system manufacturer's fire-protection engineer as an engineering judgment W or equivalent fire-resistance-rated assembly. Obtain approval of authorities having jurisdiction prior to submittal. 1.4 INFORMATIONAL SUBMITTALS A. Qualification Data: For Installer. B. Product Test Reports: For each penetration firestopping system, for tests performed by a qualified testing agency. PENETRATION FIRESTOPPING 078413 - 1 Packet Pg. 3501 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1.5 CLOSEOUT SUBMITTALS A. Installer Certificates: From Installer indicating that penetration firestopping systems have been installed in compliance with requirements and manufacturer's written instructions. 1.6 QUALITY ASSURANCE A. Installer Qualifications: A firm that has been approved by FM Global according to FM Global 4991, "Approval of Firestop Contractors," or been evaluated by UL and found to comply with its "Qualified Firestop Contractor Program Requirements." 1.7 PROJECT CONDITIONS a A. Environmental Limitations: Do not install penetration firestopping system when ambient or substrate temperatures are outside limits permitted by penetration firestopping system manufacturers or when substrates are wet because of rain, frost, condensation, or other causes. , cv B. Install and cure penetration firestopping materials per manufacturer's written instructions using natural means of ventilations or,where this is inadequate,forced-air circulation. cv CD 1.8 COORDINATION � N A. Coordinate construction of openings and penetrating items to ensure that penetration firestopping systems can be installed according to specified firestopping system design. z FL B. Coordinate sizing of sleeves, openings, core-drilled holes, or cut openings to accommodate penetration firestopping systems. m 0 PART2 - PRODUCTS , 2.1 PERFORMANCE REQUIREMENTS A. Fire-Test-Response Characteristics: 1. Perform penetration firestopping system tests by a qualified testing agency acceptable to authorities having jurisdiction. 2. Test per testing standards referenced in "Penetration Frrestopping Systems" Article. Provide rated systems complying with the following requirements: a. Penetration firestopping systems shall bear classification marking of a qualified testing agency. 1) UL in its "Fire Resistance Directory." PENETRATION FIRESTOPPING 078413 - 2 Packet Pg. 3502 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2.2 PENETRATION FIRESTOPPING SYSTEMS A. Penetration Firestopping Systems: Systems that resist spread of fire,passage of smoke and other gases, and maintain original fire-resistance rating of construction penetrated. Penetration firestopping systems shall be compatible with one another, with the substrates forming openings, and with penetrating items if any. 1. 3M Fire Protection Products 2. Hilti, Inc. 3. Tremco, Inc. B. Penetrations in Fire-Resistance-Rated Walls: Penetration firestopping systems with ratings a determined per ASTM E 814 or UL 1479, based on testing at a positive pressure differential of Z 0 0.01-inch wg. 1. F-Rating: Not less than the fire-resistance rating of constructions penetrated. N r C. Accessories: Provide components for each penetration firestopping system that are needed to install fill materials and to maintain ratings required. Use only those components specified by penetration firestopping system manufacturer and approved by qualified testing and inspecting agency for conditions indicated. � N M 1. Permanent forming/damming/backing materials. N 2. Substrate primers. 3. Collars. 4. Steel sleeves. N 2.3 FILL MATERIALS 0 A. Cast-in-Place Firestop Devices: Factory-assembled devices for use in cast-in-place concrete , floors and consisting of an outer sleeve lined with an intumescent strip, a flange attached to one end of the sleeve for fastening to concrete formwork, and a neoprene gasket. B. Latex Sealants: Single-component latex formulations that do not re-emulsify after cure during exposure to moisture. C. Firestop Devices: Factory-assembled collars formed from galvanized steel and lined with intumescent material sized to fit specific diameter of penetrant. D. Intumescent Composite Sheets: Rigid panels consisting of aluminum-foil-faced intumescent elastomeric sheet bonded to galvanized-steel sheet. E E. Intumescent Putties: Non-hardening, water-resistant, intumescent putties containing no solvents or inorganic fibers. PENETRATION FIRESTOPPING 078413 - 3 Packet Pg. 3503 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual F. Intumescent Wrap Strips: Single-component intumescent elastomeric sheets with aluminum foil on one side. G. Mortars: Prepackaged dry mixes consisting of a blend of inorganic binders, hydraulic cement, fillers and lightweight aggregate formulated for mixing with water at Project site to form a nonshrinking,homogeneous mortar. H. Pillows/Bags: Reusable heat-expanding pillows/bags consisting of glass-fiber cloth cases filled with a combination of mineral-fiber, water-insoluble expansion agents, and fire-retardant additives. Where exposed, cover openings with steel-reinforcing wire mesh to protect pillows/bags from being easily removed. I. Silicone Foams: Multicomponent, silicone-based liquid elastomers that, when mixed, expand and cure in place to produce a flexible,nonshrinking foam. :g 0 J. Silicone Sealants: Single-component, silicone-based,neutral-curing elastomeric sealants. 2.4 MIXING A. Penetration Firestopping Materials: For those products requiring mixing before application, comply with penetration firestopping system manufacturer's written instructions for accurate `✓ proportioning of materials, water (if required), type of mixing equipment, selection of mixer N speeds, mixing containers, mixing time, and other items or procedures needed to produce products of uniform quality with optimum performance characteristics for application indicated. CD i PART 3 - EXECUTION FL cv m 3.1 EXAMINATION 0 A. Examine substrates and conditions, with Installer present, for compliance with requirements for , opening configurations, penetrating items, substrates, and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Surface Cleaning: Before installing penetration firestopping systems, clean out openings immediately to comply with manufacturer's written instructions and with the following requirements: E 1. Remove from surfaces of opening substrates and from penetrating items foreign materials that could interfere with adhesion of penetration firestopping materials. PENETRATION FIRESTOPPING 078413 - 4 Packet Pg. 3504 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2. Clean opening substrates and penetrating items to produce clean, sound surfaces capable of developing optimum bond with penetration firestopping materials. Remove loose particles remaining from cleaning operation. 3. Remove laitance and form-release agents from concrete. B. Prime substrates where recommended in writing by manufacturer using that manufacturer's recommended products and methods. Confine primers to areas of bond; do not allow spillage and migration onto exposed surfaces. 3.3 INSTALLATION ' A. General: Install penetration firestopping systems to comply with manufacturer's written installation instructions and published drawings for products and applications. 0 B. Install forming materials and other accessories of types required to support fill materials during their application and in the position needed to produce cross-sectional shapes and depths required to achieve fire ratings. N 1. After installing fill materials and allowing them to fully cure, remove combustible forming materials and other accessories not forming permanent components of firestopping. CD N C. Install fill materials by proven techniques to produce the following results: N 1. Fill voids and cavities formed by openings, forming materials, accessories and penetrating items to achieve required fire-resistance ratings. 2. Apply materials so they contact and adhere to substrates formed by openings and M penetrating items. ' N 3. For fill materials that will remain exposed after completing the Work, finish to produce a) smooth,uniform surfaces that are flush with adjoining finishes. :5 6 3.4 IDENTIFICATION A. Wall Identification: Permanently label walls containing penetration firestopping systems with the words "FIRE AND/OR SMOKE BARRIER- PROTECT ALL OPENINGS," using lettering not less than 3 inches high and with minimum 0.375-inch strokes. 1. Locate in accessible concealed floor, floor-ceiling, or attic space at 15 feet from end of wall and at intervals not exceeding 30 feet. B. Penetration Identification: Identify each penetration firestopping system with legible metal or plastic labels. Attach labels permanently to surfaces adjacent to and within 6 inches of penetration firestopping system edge so labels are visible to anyone seeking to remove penetrating items or firestopping systems. Use mechanical fasteners or self-adhering-type labels with adhesives capable of permanently bonding labels to surfaces on which labels are placed. Include the following information on labels: PENETRATION FIRESTOPPING 078413 - 5 Packet Pg. 3505 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. The words "Warning - Penetration Firestopping - Do Not Disturb. Notify Building Management of Any Damage." 2. Contractor's name, address, and phone number. 3. Designation of applicable testing and inspecting agency. 4. Date of installation. 5. Manufacturer's name. 6. Installer's name. 3.5 FIELD QUALITY CONTROL A. Owner will engage a qualified testing agency to perform tests and inspections according to ASTM E 2174. B. Where deficiencies are found or penetration firestopping system is damaged or removed 0 because of testing, repair or replace penetration firestopping system to comply with requirements. C. Proceed with enclosing penetration firestopping systems with other construction only after inspection reports are issued and installations comply with requirements. w 3.6 CLEANING AND PROTECTION N CD cv M A. Clean off excess fill materials adjacent to openings as the Work progresses by methods and with `CD V cleaning materials that are approved in writing by penetration firestopping system manufacturers and that do not damage materials in which openings occur. B. Provide final protection and maintain conditions during and after installation that ensure that ' penetration firestopping systems are without damage or deterioration at time of Substantial m Completion. If, despite such protection, damage or deterioration occurs, immediately cut out E and remove damaged or deteriorated penetration firestopping material and install new materials to produce systems complying with specified requirements. 3.7 PENETRATION FIRESTOPPING SYSTEM SCHEDULE A. Where UL-classified systems are indicated, they refer to system numbers in UL's "Fire Resistance Directory" under product Category XHEZ. B. Where Intertek Group-listed systems are indicated, they refer to design numbers in Intertek Group's "Directory of Listed Building Products" under"Firestop Systems." C. Where FM Global-approved systems are indicated, they refer to design numbers listed in FM Global's "Building Materials Approval Guide" under"Wall and Floor Penetration Fire Stops." D. Penetration Firestopping Systems with No Penetrating Items: 1. UL-Classified Systems: As indicated on the drawings. PENETRATION FIRESTOPPING 078413 - 6 Packet Pg. 3506 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual E. Penetration Firestopping Systems for Metallic Pipes, Conduit, or Tubing: 1. UL-Classified Systems As indicated on the drawings. F. Penetration Firestopping Systems for Insulated Pipes: 1. UL-Classified Systems: As indicated on the drawings. G. Penetration Firestopping Systems for Miscellaneous Electrical Penetrants: 1. UL-Classified Systems: As indicated on the drawings. END OF SECTION 078413 cv cv cv r9 cv i cv 0 PENETRATION FIRESTOPPING 078413 - 7 Packet Pg. 3507 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 078443 - JOINT FIRESTOPPING PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Joints in or between fire-resistance-rated constructions. , N r B. Related Requirements: 1. Section 078413 "Penetration Firestopping" for penetrations in fire-resistance-rated walls, horizontal assemblies, and smoke barriers. N M 2. Section 092216 "Non-Structural Metal Framing" for firestop tracks for metal-framed N partition heads. i 1.3 ACTION SUBMITTALS N A. Product Data: For each type of product. 0 B. Product Schedule: For each joint firestopping system. Include location, illustration of 0 firestopping system, and design designation of qualified testing agency. 1. Engineering Judgments: Where Project conditions require modification to a qualified W testing agency's illustration for a particular joint firestopping system condition submit illustration, with modifications marked, approved by joint firestopping system manufacturer's fire-protection engineer as an engineering judgment or equivalent fire- resistance-rated assembly. 1.4 INFORMATIONAL SUBMITTALS A. Qualification Data: For Installer. B. Product Test Reports: For each joint firestopping system, for tests performed by a qualified testing agency. JOINT FIRESTOPPING 078443 - 1 Packet Pg. 3508 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1.5 CLOSEOUT SUBMITTALS A. Installer Certificates: From Installer indicating that joint firestopping systems have been installed in compliance with requirements and manufacturer's written instructions. 1.6 QUALITY ASSURANCE A. Installer Qualifications: A firm that has been approved by FM Global according to FM Global 4991, "Approval of Firestop Contractors," or been evaluated by UL and found to comply with UL's "Qualified Firestop Contractor Program Requirements." 1.7 PROJECT CONDITIONS a A. Environmental Limitations: Do not install joint firestopping systems when ambient or substrate 0 temperatures are outside limits permitted by joint firestopping system manufacturers or when substrates are wet due to rain, frost, condensation, or other causes. , N r B. Install and cure joint firestopping systems per manufacturer's written instructions using natural means of ventilation or,where this is inadequate, forced-air circulation. N CD 1.8 COORDINATION � N A. Coordinate construction of joints to ensure that joint firestopping systems can be installed according to specified firestopping system design. B. Coordinate sizing of joints to accommodate joint firestopping systems. N W PART2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Fire-Test-Response Characteristics: 1. Perform joint firestopping system tests by a qualified testing agency acceptable to authorities having jurisdiction. 2. Test per testing standards referenced in "Joint Frrestopping Systems" Article. Provide rated systems complying with the following requirements: a. Joint firestopping systems shall bear classification marking of a qualified testing agency. 1) UL in its "Fire Resistance Directory." JOINT FIRESTOPPING 078443 - 2 Packet Pg. 3509 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2.2 JOINT FIRESTOPPING SYSTEMS A. Joint Firestopping Systems: Systems that resist spread of fire,passage of smoke and other gases, and maintain original fire-resistance rating of assemblies in or between which joint firestopping systems are installed. Joint firestopping systems shall accommodate building movements without impairing their ability to resist the passage of fire and hot gases. B. Joints in or between Fire-Resistance-Rated Construction: Provide joint firestopping systems with ratings determined per ASTM E 1966 or UL 2079. 1. 3M Fire Protection Products .� 2. Hilti, Inc. 3. Tremco, Inc. 0 4. Grabber Construction Products cv 5. Fire-Resistance Rating: Equal to or exceeding the fire-resistance rating of the wall, floor, or roof in or between which it is installed. w C. Accessories: Provide components of fire-resistive joint systems, including primers and forming N materials, that are needed to install elastomeric fill materials and to maintain ratings required. Use only components specified by joint firestopping system manufacturer and approved by the CD qualified testing agency for conditions indicated. i PART 3 - EXECUTION cv m 3.1 EXAMINATION 0 A. Examine substrates and conditions, with Installer present, for compliance with requirements for joint configurations, substrates, and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Surface Cleaning: Before installing fire-resistive joint systems, clean joints immediately to comply with fire-resistive joint system manufacturer's written instructions and the following requirements: E I. Remove from surfaces of joint substrates foreign materials that could interfere with adhesion of elastomeric fill materials or compromise fire-resistive rating. JOINT FIRESTOPPING 078443 - 3 Packet Pg. 3510 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2. Clean joint substrates to produce clean, sound surfaces capable of developing optimum bond with elastomeric fill materials. Remove loose particles remaining from cleaning operation. 3. Remove laitance and form-release agents from concrete. B. Prime substrates where recommended in writing by joint firestopping system manufacturer using that manufacturer's recommended products and methods. Confine primers to areas of bond; do not allow spillage and migration onto exposed surfaces. 3.3 INSTALLATION ' A. General: Install fire-resistive joint systems to comply with manufacturer's written installation instructions and published drawings for products and applications indicated. 0 B. Install forming materials and other accessories of types required to support elastomeric fill materials during their application and in position needed to produce cross-sectional shapes and depths required to achieve fire ratings indicated. cv 1. After installing elastomeric fill materials and allowing them to fully cure, remove combustible forming materials and other accessories not indicated as permanent components of fire-resistive joint system. cv C. Install elastomeric fill materials for fire-resistive joint systems by proven techniques to produce the following results: i 1. Elastomeric fill voids and cavities formed by joints and forming materials as required to achieve fire-resistance ratings indicated. M 2. Apply elastomeric fill materials so they contact and adhere to substrates formed by joints. N 3. For elastomeric fill materials that will remain exposed after completing the Work, finish W to produce smooth,uniform surfaces that are flush with adjoining finishes. :5 6 3.4 IDENTIFICATION A. Joint Identification: Identify joint firestopping systems with legible metal or plastic labels. y Attach labels permanently to surfaces adjacent to and within 6 inches of joint edge so labels are visible to anyone seeking to remove or joint firestopping system. Use mechanical fasteners or self-adhering-type labels with adhesives capable of permanently bonding labels to surfaces on = which labels are placed. Include the following information on labels: 1. The words "Warning - Joint Firestopping - Do Not Disturb.Notify Building Management of Any Damage." 2. Contractor's name, address, and phone number. 3. Designation of applicable testing agency. 4. Date of installation. 5. Manufacturer's name. 6. Installer's name. JOINT FIRESTOPPING 078443 - 4 Packet Pg. 3511 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3.5 FIELD QUALITY CONTROL A. Inspecting Agency: Owner will engage a qualified testing agency to perform tests and inspections according to ASTM E 2393. B. Where deficiencies are found or joint firestopping systems are damaged or removed due to testing,repair or replace joint firestopping systems so they comply with requirements. C. Proceed with enclosing joint firestopping systems with other construction only after inspection reports are issued and installations comply with requirements. 3.6 CLEANING AND PROTECTION A. Clean off excess elastomeric fill materials adjacent to joints as the Work progresses by methods and with cleaning materials that are approved in writing by joint firestopping system 0 manufacturers and that do not damage materials in which joints occur. B. Provide final protection and maintain conditions during and after installation that ensure joint N firestopping systems are without damage or deterioration at time of Substantial Completion. If damage or deterioration occurs despite such protection, cut out and remove damaged or deteriorated fire-resistive joint systems immediately and install new materials to produce fire- resistive joint systems complying with specified requirements. cv M cv 3.7 JOINT FIRESTOPPING SYSTEM SCHEDULE A. Where UL-classified systems are indicated, they refer to system numbers in UL's "Fire Resistance Directory". cv m B. Wall-to-Wall, Joint Firestopping Systems: 0 1. UL-Classified Systems: As Indicated on Drawings. C. Head-of-Wall, Fire-Resistive Joint Firestopping Systems: 1. UL-Classified Systems: As Indicated on Drawings. D. Bottom-of-Wall, Joint Firestopping Systems: 1. UL-Classified Systems: As Indicated on Drawings END OF SECTION 078443 JOINT FIRESTOPPING 078443 - 5 Packet Pg. 3512 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 079200 - JOINT SEALANTS PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Silicone joint sealants. , 2. Non-staining silicone joint sealants. 3. Urethane joint sealants. 4. Mildew-resistant joint sealants. 5. Butyl joint sealants. 6. Latex joint sealants. N M N 1.3 ACTION SUBMITTALS i A. Product Data: For each joint-sealant product. B. Samples for Initial Selection: Manufacturer's color charts consisting of strips of cured sealants showing the full range of colors available for each product exposed to view. E 0 C. Samples for Verification: For each kind and color of joint sealant required, provide Samples a with joint sealants in 1/2-inch wide joints formed between two 6-inch long strips of material matching the appearance of exposed surfaces adjacent to joint sealants. D. Joint-Sealant Schedule: Include the following information: 1. Joint-sealant application,joint location, and designation. 2. Joint-sealant manufacturer and product name. 3. Joint-sealant formulation. 4. Joint-sealant color. 1.4 INFORMATIONAL SUBMITTALS A. Qualification Data: For qualified testing agency. B. Product Test Reports: For each kind of joint sealant, for tests performed by manufacturer and witnessed by a qualified testing agency JOINT SEALANTS 079200 - 1 Packet Pg. 3513 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual C. Preconstruction Laboratory Test Schedule: Include the following information for each joint sealant and substrate material to be tested: 1. Joint-sealant location and designation. 2. Manufacturer and product name. 3. Type of substrate material. 4. Proposed test. 5. Number of samples required. D. Preconstruction Laboratory Test Reports: From sealant manufacturer, indicating the following: 1. Materials forming joint substrates and joint-sealant backings have been tested for compatibility and adhesion with joint sealants. 2. Interpretation of test results and written recommendations for primers and substrate preparation are needed for adhesion. 0 E. Preconstruction Field-Adhesion-Test Reports: Indicate which sealants and joint preparation methods resulted in optimum adhesion to joint substrates based on testing specified in "Preconstruction Testing" Article. F. Field-Adhesion-Test Reports: For each sealant application tested. G. Sample Warranties: For special warranties. CD N N 1.5 QUALITY ASSURANCE e( A. Installer Qualifications: An authorized representative who is trained and approved by FL manufacturer. ' cv B. Product Testing: Test joint sealants using a qualified testing agency. E 6 1. Testing Agency Qualifications: Qualified according to ASTM C 1021 to conduct the , testing indicated. C. Mockups: Install sealant in mockups of assemblies specified in other Sections that are indicated to receive joint sealants specified in this Section. Use materials and installation methods specified in this Section. 1.6 PRECONSTRUCTION TESTING A. Preconstruction Laboratory Testing: Submit to joint-sealant manufacturers, for testing indicated below, samples of materials that will contact or affect joint sealants. E 1. Adhesion Testing: Use ASTM C 794 to determine whether priming and other specific joint preparation techniques are required to obtain rapid, optimum adhesion of joint sealants to joint substrates. JOINT SEALANTS 079200 - 2 Packet Pg. 3514 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2. Compatibility Testing: Use ASTM C 1087 to determine sealant compatibility when in contact with glazing and gasket materials. 3. Stain Testing: Use ASTM C 1248 to determine stain potential of sealant when in contact with Metal substrates. 4. Submit manufacturer's recommended number of pieces of each type of material, including joint substrates,joint-sealant backings, and miscellaneous materials. 5. Schedule sufficient time for testing and analyzing results to prevent delaying the Work. 6. For materials failing tests, obtain joint-sealant manufacturer's written instructions for s corrective measures, including use of specially formulated primers. _ 7. Testing will not be required if joint-sealant manufacturers submit data that are based on previous testing, not older than 24 months, of sealant products for adhesion to, staining .� of, and compatibility with joint substrates and other materials matching those submitted. B. Preconstruction Field-Adhesion Testing: Before installing sealants, field test their adhesion to Project joint substrates as follows: c 1. Locate test joints where indicated on Project or,if not indicated, as directed by Architect. 2. Conduct field tests for each kind of sealant and joint substrate. 3. Notify Architect seven days in advance of dates and times when test joints will be erected. 4. Arrange for tests to take place with joint-sealant manufacturer's technical representative present. c, cV CD a. Test Method: Test joint sealants according to Method A, Field-Applied Sealant N Joint Hand Pull Tab, in Appendix XLI in ASTM C 1193 or Method A, Tail Procedure,in ASTM C 1521. e( 1) For joints with dissimilar substrates, verify adhesion to each substrate separately; extend cut along one side, verifying adhesion to opposite side. N Repeat procedure for opposite side. m E 5. Report whether sealant failed to adhere to joint substrates or tore cohesively. Include data c on pull distance used to test each kind of product and joint substrate. For sealants that fail adhesively,retest until satisfactory adhesion is obtained. 6. Evaluation of Preconstruction Field-Adhesion-Test Results: Sealants not evidencing adhesive failure from testing, in absence of other indications of noncompliance with requirements, will be considered satisfactory. Do not use sealants that fail to adhere to joint substrates during testing. 1.7 FIELD CONDITIONS A. 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. C 2. When joint substrates are wet. 3. Where joint widths are less than those allowed by joint-sealant manufacturer for applications indicated. JOINT SEALANTS 079200 - 3 Packet Pg. 3515 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 4. Where contaminants capable of interfering with adhesion have not yet been removed from joint substrates. 1.8 WARRANTY A. Special Installer's Warranty: Installer agrees to repair or replace joint sealants that do not comply with performance and other requirements specified in this Section within specified s warranty period. 1. Warranty Period: Two years from date of Substantial Completion. B. Special Manufacturer's Warranty: Manufacturer agrees to furnish joint sealants to repair or replace those joint sealants that do not comply with performance and other requirements a_ specified in this Section within specified warranty period. Z 0 1. Warranty Period: Five years from date of Substantial Completion. C. Special warranties specified in this article exclude deterioration or failure of joint sealants from the following: 1. Movement of the structure caused by stresses on the sealant exceeding sealant manufacturer's written specifications for sealant elongation and compression. C44 2. Disintegration of joint substrates from 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. et z FL PART2 - PRODUCTS m 0 2.1 JOINT SEALANTS, 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 joint-sealant manufacturer,based on testing and field experience. B. Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range. 2.2 SILICONE JOINT SEALANTS A. Silicone, S, NS, 50, NT: Single-component, nonsag, plus 50 percent and minus 50 percent movement capability, non-traffic-use, neutral-curing silicone joint sealant; ASTM C 920 Type S, Grade NS, Class 50,Use NT. 1. Dow Corning Corporation 2. Pecora Corporation JOINT SEALANTS 079200 - 4 Packet Pg. 3516 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3. Sika Corporation; Joint Sealants 2.3 NONSTAINING SILICONE JOINT SEALANTS A. Nonstaining Joint Sealants:No staining of substrates when tested according to ASTM C 1248. B. Silicone, Nonstaining, S, NS, 100150, NT: Nonstaining, single-component, nonsag, plus 100 percent and minus 50 percent movement capability, nontraffic-use, neutral-curing silicone joint = sealant; ASTM C 920, Type S, Grade NS, Class 100150,Use NT. 1. May National Associates, Inc. 2. Pecora Corporation Z 3. Tremco Incorporated C. Silicone, Nonstaining, S, NS, 50, NT: Nonstaining, single-component, nonsag, plus 50 percent , and minus 50 percent movement capability, nontraffic-use, neutral-curing silicone joint sealant; ASTM C 920, Type S, Grade NS, Class 50,Use NT. w 1. Dow Corning Corporation cv 2. Pecora Corporation cv 3. Sika Corporation; Joint Sealants 4. Tremco Incorporated D. Silicone, Nonstaining, S NS 100150 T NT: Nonstaining, single-com onent, nonsag, plus 100 percent and minus 50 percent movement capability, traffic- and nontraffic-use, neutral-curing E silicone joint sealant; ASTM C 920, Type S, Grade NS, Class 100150,Uses T and NT. 0 1. Dow Corning Corporation 2.4 URETHANE JOINT SEALANTS A. Urethane, S, P, 25, T, NT: Single-component, pourable, plus 25 percent and minus 25 percent movement capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C 920, Type S, Grade P, Class 25,Uses T and NT. 1. BASF Corporation—Construction Systems E 2. Pecora Corporation 3. Sherwin-Williams Company JOINT SEALANTS 079200 - 5 Packet Pg. 3517 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2.5 MILDEW-RESISTANT JOINT SEALANTS A. Mildew-Resistant Joint Sealants: Formulated for prolonged exposure to humidity with fungicide to prevent mold and mildew growth. B. Silicone, Mildew Resistant, Acid Curing, S, NS, 25, NT: Mildew-resistant, single-component, nonsag, plus 25 percent and minus 25 percent movement capability, nontraffic-use, acid-curing silicone joint sealant; ASTM C 920, Type S, Grade NS, Class 25,Use NT. 1. Dow Corning Corporation 2. GE Sealants 3. Tremco Incorporated 0 2.6 BUTYL JOINT SEALANTS A. Butyl-Rubber-Based Joint Sealants: ASTM C 1311. 1. Bostik, Inc. 2. Pecora Corporation cv r9 cv 2.7 LATEX JOINT SEALANTS i A. Acrylic Latex: Acrylic latex or siliconized acrylic latex, ASTM C 834, Type OP, Grade NF. U_ 1. BASF Corporation—Construction Systems m 2. Pecora Corporation 3. Tremco Incorporated 2.8 JOINT-SEALANT BACKING In A. Sealant Backing Material, General: Nonstaining; compatible with joint substrates, sealants, primers, and other joint fillers; and approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. 1. BASF Corporation—Construction Systems E 2. Construction Foam Products B. Cylindrical Sealant Backings: ASTM C 1330, Type C closed-cell material with a surface skin or any of the preceding types, as approved in writing by joint-sealant manufacturer for joint application indicated, and of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance. JOINT SEALANTS 079200 - 6 Packet Pg. 3518 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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. Provide self-adhesive tape where applicable. 2.9 MISCELLANEOUS MATERIALS A. Primer: Material recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests. B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials, free of oily residues or other substances capable of staining or harming joint substrates and adjacent nonporous surfaces in any way, and formulated to promote optimum adhesion of sealants to joint substrates. 0 C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints. cv PART 3 — EXECUTION cv CD 3.1 EXAMINATION � N A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting < performance of the Work. z B. Proceed with installation only after unsatisfactory conditions have been corrected. W E 0 3.2 PREPARATION A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint-sealant manufacturer's written instructions and the following requirements: 1. Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant, including dust, paints (except for permanent, protective coatings tested and approved for sealant adhesion and compatibility by sealant manufacturer), old joint sealants, oil,grease,waterproofing,water repellents,water, surface dirt, and frost. 2. Clean porous joint substrate surfaces by brushing, grinding, 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 after cleaning operations above by vacuuming or blowing out joints with oil-free compressed air. Porous joint substrates include the following: a. Concrete. b. Masonry. JOINT SEALANTS 079200 - 7 Packet Pg. 3519 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual C. Unglazed surfaces of ceramic tile. d. Exterior insulation and finish systems. 3. Remove laitance and form-release agents from concrete. 4. Clean nonporous joint substrate surfaces with chemical cleaners or other means that do not stain, harm substrates, or leave residues capable of interfering with adhesion of joint sealants.Nonporous joint substrates include the following: a. Metal. b. Glass. C. Porcelain enamel. d. Glazed surfaces of ceramic tile. B. Joint Priming: Prime joint substrates where recommended by joint-sealant manufacturer or as indicated by preconstruction joint-sealant-substrate tests or prior experience. Apply primer to comply with joint-sealant manufacturer's written instructions. Confine primers to areas of joint- sealant bond; do not allow spillage or migration onto adjoining surfaces. C. Masking Tape: Use masking tape where required to prevent contact of sealant or primer with `~ adjoining surfaces that otherwise would be permanently stained or damaged by such contact or by cleaning methods required to remove sealant smears. Remove tape immediately after tooling without disturbing joint seal. cv CD cv M 3.3 INSTALLATION OF JOINT SEALANTS `~ i A. General: Comply with joint-sealant manufacturer's written installation instructions for products and applications indicated,unless more stringent requirements apply. FL B. Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated. � 6 C. Install sealant backings of kind indicated to support sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. 1. Do not leave gaps between ends of sealant backings. 2. Do not stretch, twist,puncture, or tear sealant backings. 3. Remove absorbent sealant backings that have become wet before sealant application, and s replace them with dry materials. _ D. Install bond-breaker tape behind sealants where sealant backings are not used between sealants and backs of joints. E. Install sealants using proven techniques that comply with the following and at the same time backings are installed: e( 1. Place sealants so they directly contact and fully wet joint substrates. 2. Completely fill recesses in each joint configuration. JOINT SEALANTS 079200 - 8 Packet Pg. 3520 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. F. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants according to requirements specified in subparagraphs below to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint. 1. Remove excess sealant from surfaces adjacent to joints. 2. Use tooling agents that are approved in writing by sealant manufacturer and that do not discolor sealants or adjacent surfaces. .� 3. Provide concave joint profile per Figure 8A in ASTM C 1193 unless otherwise indicated. 4. Provide flush joint profile at locations indicated on Drawings according to Figure 8B in ASTM C 1193. 5. Provide recessed joint configuration of recess depth and at locations indicated on Drawings according to Figure 8C in ASTM C 1193. a. Use masking tape to protect surfaces adjacent to recessed tooled joints. cv 3.4 FIELD QUALITY CONTROL A. Field-Adhesion Testing: Field test joint-sealant adhesion to joint substrates as follows: CD N 1. Extent of Testing: Test completed and cured sealant joints as follows: `44 i a. Perform 10 tests for the first 1000 feet of joint length for each kind of sealant and joint substrate. M b. Perform one test for each 1000 feet of joint length thereafter or one test per each N floor per elevation. m 2. Test Method: Test joint sealants according to Method A, Field-Applied Sealant Joint 0 Hand Pull Tab, in Appendix X1 in ASTM C 1193 or Method A, Tail Procedure, in ASTM C 1521. a. For joints with dissimilar substrates, verify adhesion to each substrate separately; extend cut along one side, verifying adhesion to opposite side. Repeat procedure for opposite side. 3. Inspect tested joints and report on the following: a. Whether sealants filled joint cavities and are free of voids. b. Whether sealant dimensions and configurations comply with specified 0) requirements. C. Whether sealants in joints connected to pulled-out portion failed to adhere to joint substrates or tore cohesively. Include data on pull distance used to test each kind of et product and joint substrate. Compare these results to determine if adhesion complies with sealant manufacturer's field-adhesion hand-pull test criteria. JOINT SEALANTS 079200 - 9 Packet Pg. 3521 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 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 material, sealant configuration, and sealant dimensions. 5. Repair sealants pulled from test area by applying new sealants following same procedures used originally to seal joints. Ensure that original sealant surfaces are clean and that new sealant contacts original sealant. B. Evaluation of Field-Adhesion-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. 0 3.5 CLEANING A. Clean off excess sealant 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 `V products in which joints occur. 3.6 PROTECTION N cv r9 A. Protect joint sealants during and after curing period from contact with contaminating substances CD N and from damage resulting from construction operations or other causes so sealants are without i deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out, remove, and repair damaged or deteriorated joint sealants U_ immediately so installations with repaired areas are indistinguishable from original work. N m 3.7 JOINT-SEALANT SCHEDULE A. Joint-Sealant Application: Exterior joints in horizontal traffic surfaces 1. Joint Locations: a. Isolation and contraction joints in cast-in-place concrete slabs. 2. Joint Sealant: Urethane, M,P, 50, T,NT 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. s B. Joint-Sealant Application: Exterior joints in vertical surfaces and horizontal nontraffic surfaces. �. 1. Joint Locations: a. Construction joints in cast-in-place concrete. b. Joints between metal panels. C. Joints between different materials listed above. d. Perimeter joints between materials listed above and frames of doors and louvers. JOINT SEALANTS 079200 - 10 Packet Pg. 3522 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2. Joint Sealant: Silicone,nonstaining, S,NS, 50,NT. 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. C. Joint-Sealant Application: Interior joints in horizontal traffic surfaces: a. Isolation joints in cast-in-place concrete slabs. 2. Joint Sealant: Urethane, S,P, 25, T,NT. 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. D. Joint-Sealant Application: Mildew-resistant interior joints in vertical surfaces and horizontal ' nontraffic surfaces. 1. Joint Locations: -a 0 a. Joints between plumbing fixtures and adjoining walls, floors, and counters. 2. Joint Sealant: Silicone, mildew resistant, acid curing, S,NS, 25,NT. , 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors E. Joint-Sealant Application: Concealed mastics. 1. Joint Locations: CD a. Aluminum thresholds. i 2. Joint Sealant: Butyl-rubber based. 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. FL END OF SECTION 079200 E 0 JOINT SEALANTS 079200 - 11 Packet Pg. 3523 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 083713 —BIFOLD OVERHEAD DOORS PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes overhead bi-fold doors with personnel door for repairs as noted on the drawings. cv 1.3 REFERENCES Listed below are publications that contain reference material that are applicable to portions of the hangar doors. Bi Fold hangar doors specifications vary from door to door depending upon geo- graphic location so these references shall be used for basic design criteria only. cv A. AISI SG-973 Cold Form Design Manual B. ASTM A366/A 36M Commercial Steel Sheet, Carbon Cold Rolled C. ASTM A569/A 569M Commercial Steel Sheet and strip Hot Rolled D. ASTM A36 36M Carbon Structural Steel E. NEMA ICS 1 Industrial Control and Systems F. NEMA ICS 6 Industrial Controls and Systems Enclosures E G. NFPA 70 National Electric Code 0 H. SSPC Primers and paint, Gray and Red Oxide primers 1.4 DESIGN REQUIREMENTS A. Bi Folding Door System: The design of the Bi Folding Hangar Doors shall be designed in accordance with the specified criteria to insure that the hangar door shall operate as specified and not interfere 0) with the structure or associated trim components. The door shall fit tightly and be built without warping or sagging of members. The performance requirements shall include a Bi Folding Vertical lifting door that allows for thermal movement and prevent the door < from buckling from ambient and surface temperatures. Operating range of the Bi Folding Door system shall be between minus 30 degrees Fahrenheit to 140 degrees Fahrenheit. BIFOLD OVERHEAD DOORS 083713 - 1 Packet Pg. 3524 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual Door system is operated by lifting cables that draw the bottom of the door in a vertical di- rection along columns or channels mounted on the interior of the structure. B. Wind Loads: Bi Folding hangar doors shall be designed per the geographic regions external wind pres- sures. Design pressures shall be based upon the governing authority or specified by the lead design engineer for each project as it may apply. The Bi Folding door may be fitted with internal and external truss systems as required. Refer to drawings for wind load criteria. ' C. Deflection: Bi fold Hangar Door systems shall be designed with maximum deflections: • Positive upward deflection of I" • Negative downward deflection of I" • Design of the structure shall allow for the weight of the door system. N D. Cold Form Members: cv Cold Form members shall be used in locations on the door framing as required. Cold N form will typically be comprised of angles and flat bar only. i E. Hardware: Fastening hardware shall conform to domestic hardware and provide markings to the N grade of hardware on the head of the fastener for visual identification. E 0 1.5 ACTION SUBMITTALS Approval of the shop drawings is required prior to fabrication of the Bi Folding hangar door systems. A. Shop Drawings a. Hangar Door operation and general maintenance manuals specific to Bi Folding hangar Doors. b. Fabrication drawings showing detailed construction of the Bi Folding hangar door framing including top and side rail framing, door locks, top hinge assemblies,break E point hinges, cam followers and auto or manual lock systems. i. Details in shop drawings shall denote weld identifications, connection hard- ware, and cylinder ram system locations c. Wiring schematics information including field wiring, location of junction boxes, physical locations of devices,including motors,rotary limit switches and override limits. BIFOLD OVERHEAD DOORS 083713 - 2 Packet Pg. 3525 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual d. Power Transmission System: Detailed description of the power train shall be shown including, gear reduction, sprockets, chains and drum assemblies. B. Design Data(Delegated-Design Submittal) 1. Submit design data structural and mechanical calculations. Drawings and Calculations shall be signed and sealed by a Florida Engineer. Include analysis data s indicating compliance with performance requirements and design data signed and sealed by the qualified professional engineer responsible for their preparation. 2. Miscellaneous weather seals and accessories 1.6 QUALITY ASSURANCES A. Manufacturer's Qualifications: N r Bi Folding hangar door manufacture shall be regularly engaged in the production of two- piece vertical hangar doors of the type and size associated for the project. The manufac- ture shall have experience with the installation and have qualified representatives that can field visit the site if issues arise. The Manufacturer shall have a certification program for installers to attend to receive training for the correct installation of the hangar door and the operator systems. B. Installer's Qualifications: Installers shall have experience in installing Bi Folding hangar doors and the knowledge W and equipment to handle the members safely without warping or bending the materials :5 during installation. Installer must be aware that the structure may have a greater defection 6 and the building will need to be "pre-loaded"prior to the permanent attachment to the building. C. Delivery, Storage and Handling: All materials that are not shop installed shall be placed in dry storage. Structural steel shall be stored on blocking above the earth pavement to prevent damage. PART2 - PRODUCTS 2.1 MANUFACTURERS A. To match existing. BIFOLD OVERHEAD DOORS 083713 - 3 Packet Pg. 3526 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2.2 BI FOLDING HANGAR DOORS Bi Folding Hangar Door panels shall be manufactured in accordance with the specifications. A. Door Manufacture to provide trained personnel to oversee the fabrication of the Bi Folding hangar door system. The supervision will insure that the door system is manufactured in strict accordance with the approved shop drawings. B. Hardware Provide hangar door hardware that meets the design criteria and the actual loads including dead load and wind loads as specified for the project. C. Power Transmission System -� Motor horse power, gear ratio, sprockets and chain will be sufficient to lift the load built into the design. a. Electric motors s to be capable of a duty cycle no less than 200% of the required run time.Motors and systems can be modified if the system will require unusual duty cy- c cles. b. Electric brakes: Motor Brakes for bi folding doors shall be installed on each motor to arrest the motor N operation. c. Gear reduction shall be dual output shafting with a gear case that is sealed. Output shafting to be keyed with applicable sizing of the gear reducer. LL° d. Rotary Limit Switches and variable frequency drives shall be used when specified. e. Actuators shall be incorporated into the Bi Folding door system when applicable for N use with the automated locking system. f. Drums and Cables: Drum sizes will be a minimum of 3"diameter to reduce the horizontal travel of the cable spooling. Cables to match the lifting capacity of the system and designed so _ that the door can support the weight of the door with a cable out of service. Cables �'- shall be Stainless Steel. c44 g. Cam followers: E Provide ball bearing cam followers for the bottom of the door system. Followers to 2 contain needle bearings sealed, affixed to cold rolled shafting. c h. Drive shaft: Drive shaft shall be a minimum of 1"cold rolled steel mounted on pillow blocks and steady ride system that is fitted with grease fittings at each location. D. Weather Stripping (Top&Bottom) 1? Provide weather stripping that is easily replaceable on the horizontal bottom and head of the CD door. Material shall be EPDM with cloth insertion and be attached 12" O.C. The installer will insure that the top weather seal is installed properly per the manufacturer's instruction. Failure to install the weather strip correctly will void all warranties. E. Primer: Red Oxide, Gray industrial primer, SSPC 25 over prepared surface by means of blasting or surface wire wheel depending on the quality of steel. F. Electric Operators of Bi Fold Hangar Doors: a. Electrical Distribution: Contractor shall supply power to the control enclosure. b. Enclosures: Control panels shall be enclosed a NEMA 4 boxes to allow for water tight enclosure; installers of the electrical connections shall note to not drill into the top of the enclosure to prevent water infiltration. All conduit runs should come from the bottom of the enclosure when practical. BIFOLD OVERHEAD DOORS 083713 - 4 Packet Pg. 3527 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual c. Contactors and Controls: Each system to be designed for the application and size of the Bi Fold hangar door system. Systems shall include reversing contactors, opera- tion control buttons that open, close and stop the system. System will allow for con- tactors to be interlocked with limit switches for opening limits and closing limits. In- terlocks for personnel door when applicable. d. Motors: Electric Motors will be sized according, and power systems requirements shall match the architects phasing of the electrical system. 2.3 MANUFACTURING& ASSEMBLY A. Bi Folding Hangar Door Panels: a. Door Panel to be manufacture from square and rectangular tubing.Panel framing shall be shop welded and assembled fully in the shop to insure the door can be as- sembled in the field. Door panel shall be designed to have exterior panel connection 0 no less than 5 feet from any horizontal member. Bi fold Door systems that require splicing shall be field welded per the standards set for in the shop drawings and meet AWS specifications. ' b. Exterior truss system shall be fully welded to prevent water intrusion. Truss shall be N designed as a welded member with the door panel and factory welded. c. Wind and Locking Pins Each door panel shall be fitted with a cold roll drop pins located in the door panel for securing the door to the finished floor. Depending on the size of the door system pin N placement and quantity will vary per the engineering. Pins shall be automatic self N locking. d. Hinges: Door system shall be shipped with five (5)barrel hinges with grease fittings.Pins for the door system shall be cold rolled stock with welded ends to prevent unintended �- removal or movement. cV e. Anti Sail devices: m Devices that limit the door from being moved in a upward direction caused from wind are to be fitted to each side of the door and will be constructed from cold rolled c stock. ' 2.4 OPERATION OF PANELS Bi Folding Hangar Door System operation: The doors shall be upward vertical motion doors pivoting on hinges at the head of the door system and intermediately at the center of the panel. Door to contain a wedge that maintains the door from deflecting or folding on to itself. Doors are actuated by means C of multiple drums with cable driven by a drive shaft working in sequence. E A. Motor operation of Bi Folding Hangar Doors: a. Electric motors: BIFOLD OVERHEAD DOORS 083713 - 5 Packet Pg. 3528 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual Motors shall be sized in accordance and configuration of the power supply from 120v, 208v, 230, or 460v in single and 3-phase. Coordinate with applicable power supply. b. Controls: Hangar doors shall be controlled by means of constant pressure push buttons mount- ed on the interior of the door panel or remotely. Push buttons shall stop the move- ment of the door when pressure is release. The Control Boxes shall be NEMA ICS 6 type 4 boxes in the interior. Operation may be automatic or remotely actuated de- pending upon the owner's requirements. B. Accessories a. Warning Devices: Warning devices such as bells,horns and strobes may be added to the operation of c the controls to notify the area of the movement of the Door Panel. Devices are to be located on the operation hangar wall. N 2.5 DOOR PANELS A. Concealed-Fastener, Door Panels. N r9 N 1. Material: Zinc-coated (galvanized) or aluminum-zinc alloy-coated steel sheet. Prepainted by the coil-coating process to comply with ASTM A 755/A 755M. e( a. Exterior Finish: Three-coat fluoropolymer. b. Color: As selected by Architect from manufacturer's full range. N m B. Finishes: 6 1. Exposed Coil-Coated Finish: a. Three-Coat Fluoropolymer: AAMA 621. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in both color coat and clear topcoat. w Prepare, pretreat, and apply coating to exposed metal surfaces to comply with y coating and resin manufacturers'written instructions. 2. Concealed Finish: Apply pretreatment and manufacturer's standard white or light-colored acrylic or polyester backer finish, consisting of prime coat and wash coat with a minimum total dry film thickness of 0.5 mil. 2.6 PERSONNEL DOORS AND FRAMES A. Swinging Personnel Doors and Frames: Bifold overhead door system manufacturer's standard < doors and frames; prepared and reinforced at strike and at hinges to receive factory- and field- applied hardware according to BHMA A156 Series. BIFOLD OVERHEAD DOORS 083713 - 6 Packet Pg. 3529 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Steel Doors: 1-3/4 inches thick; fabricated from metallic-coated steel face sheets, 0.036- inch nominal uncoated steel thickness, of seamless, hollow-metal construction; with 0.060-inch nominal uncoated steel thickness, inverted metallic-coated steel channels welded to face sheets at top and bottom of door. a. Design: As indicated on Drawings Shall bear a Miami-Dade Notice of Acceptance Product Approval. b. Core: Kraft honeycomb with U-factor rating of at least 0.47 Btu/sq. ft.x h x deg F 2. Steel Frames: Fabricate 2-inch- wide face frames from zinc-coated (galvanized) or aluminum-zinc alloy-coated steel sheet, 0.060-inch nominal uncoated steel thickness. .� a. Type: Factory welded. 3. Fabricate concealed stiffeners, reinforcement, edge channels, and moldings from either c cold-or hot-rolled steel sheet. 4. Hardware: a. Provide hardware for each door leaf, as follows: 1) Hinges: BHMA A156.1. Three plain bearing, standard-weight, full-mortise, stainless-steel or bronze, template-type hinges; 4-1/2 by 4-1/2 inches, with non-removable pin. 2) Lockset: BHMA A156.2. Key-in-lever cylindrical type. 3) Exit Device: BHMA A156.3. Touch-or push-bar type. 4) Threshold: BHMA A156.21. Extruded aluminum. 5) Silencers: Pneumatic rubber; three silencers on strike jambs of single door frames and two silencers on heads of double door frames. 6) Closer: BHMA A156.4. Surface-applied, standard-duty hydraulic type. N 7) Weather Stripping: Vinyl applied to head and jambs, with vinyl sweep at sill. :5 6 B. Materials: 1. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B, w suitable for exposed applications. y C. Finishes for Personnel Doors and Frames: 1. Prime Finish: Factory-apply manufacturer's standard primer immediately after cleaning and pretreating. a. Shop Primer: Manufacturer's standard, fast-curing, lead- and chromate-free primer complying with SDI A250.10 acceptance criteria; recommended by primer manufacturer for substrate; compatible with substrate and field-applied coatings despite prolonged exposure. e( 2. Factory-Applied Paint Finish: Manufacturer's standard, complying with SDI A250.3 for performance and acceptance criteria. BIFOLD OVERHEAD DOORS 083713 - 7 Packet Pg. 3530 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual a. Color and Gloss: As selected by Architect from manufacturer's full range. PART 3 - EXECUTION 3.1 ERECTION& INSTALLATION A. Inspection of the existing conditions prior to installation of the door system. Installer should review the structure insuring the header supporting frame is installed in accordance with the design. The opening shall be square and plumb. The door should not be installed until the .� primary structure is correctly installed and all trades have completed the sequences of work. B. Bi Folding door system shall be installed in a workman like manner and assembly shall be in accordance with the shop drawings and installation manuals. Door systems that require a 0 splice due to the size of the door system shall be placed upon cribbage or blocking that com- pletely levels the door panel prior to splice. Slices that are welded are to be welded per the AWS specifications for field welding. cv C. Clean any surfaces abraded,bolts and field welds and field coat surfaces with primer. w 3.2 PREINSTALLATION MEETINGS `CD " cv M A. Preinstallation Conference: Conduct conference at Project site. `44 i 1. Review methods and procedures related to bifold overhead door system including, but not limited to, the following: a. Condition of foundations and other preparatory work performed by other trades. W b. Structural load limitations. C. Construction schedule. Verify availability of materials and erector's personnel 6 equipment, and facilities needed to make progress and avoid delays. d. Required tests,inspections, and certifications. e. Unfavorable weather and forecasted weather conditions and impact on construction schedule. 3.3 QUALITY CONTROL FIELD TESTING A. Test the Bi Fold door upon completion to insure proper operation. Owner's representative shall be present to approve the installation of door systems. Adjust door as required to pro- vide the correct operation if necessary. Provide written report to Owner and door manufac- ture stating door was successfully operational. B. Manufacture Representative Commissioning. BIFOLD OVERHEAD DOORS 083713 - 8 Packet Pg. 3531 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual At the Owners discretion additional commissioning inspection may be performed by manufacturer to inspect the overall operation and installation of the door system. The commissioning shall include a written report as well as photographic evidence of the correct installation. C. Warranty: Owner shall be provided a Standard one-year warranty for the door system manufacturer. Warranty shall be warranting the hangar door free from defects of materials and labor for a s period of one year. Warranty shall be transferable for up to one year. Installation not s conforming to the installation manual will void warranty and all liability of door system. 3.4 EXAMINATION 0 A. Examine substrates for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. `44 3.5 INSTALLATION cv CD A. Comply with manufacturer's written instructions for installing the overhead bi-fold doors and M frames. i 3.6 ADJUSTING A. Adjust doors and hardware, after installation, for proper operation. m E 0 END OF SECTION 083713 , BIFOLD OVERHEAD DOORS 083713 - 9 Packet Pg. 3532 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 087111 - DOOR HARDWARE(DESCRIPTIVE SPECIFICATION) PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes: 1. Mechanical door hardware for the following: N r a. Swinging doors. 2. Cylinders for door hardware specified in other Sections. cv B. Related Sections: cv r9 cv i 1. Section 083713 "Bi-fold Overhead Doors" for door hardware provided as part of bi-fold overhead door assemblies. cv 1.3 DOOR HARDWARE ALLOWANCE WE A. Furnish door hardware as part of Door Hardware Allowance. c 1.4 ACTION SUBMITTALS A. Product Data: For each type of product indicated. Include construction and installation details, material descriptions, dimensions of individual components and profiles, and finishes. B. Samples for Initial Selection: For plastic protective trim units in each finish, color, and texture required for each type of trim unit indicated. C. Samples for Verification: For exposed door hardware of each type required, in each finish m specified, prepared on Samples of size indicated below. Tag Samples with full description for coordination with the door hardware schedule. Submit Samples before, or concurrent with, submission of door hardware schedule. 1. Sample Size: Full-size units or minimum 2-by-4-inch Samples for sheet and 4-inch long Samples for other products. DOOR HARDWARE (DESCRIPTIVE SPECIFICATION) 087111 - 1 Packet Pg. 3533 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual a. Full-size Samples will be returned to Contractor. Units that are acceptable and remain undamaged through submittal, review, and field comparison process may, after final check of operation, be incorporated into the Work, within limitations of keying requirements. D. Other Action Submittals: 1. Door Hardware Schedule: Prepared by or under the supervision of Installer, detailing fabrication and assembly of door hardware, as well as installation procedures and diagrams. Coordinate final door hardware schedule with doors, frames, and related work to ensure proper size,thickness,hand, function, and finish of door hardware. .� a. Submittal Sequence: Submit door hardware schedule concurrent with submissions of Product Data, Samples, and Shop Drawings. Coordinate submission of door hardware schedule with scheduling requirements of other work to facilitate the 0 fabrication of other work that is critical in Project construction schedule. b. Format: Comply with scheduling sequence and vertical format in DHI's "Sequence and Format for the Hardware Schedule." Double space entries, and number and date each page. T_ C. Format: Use same scheduling sequence and format and use same door numbers as in the Contract Documents. _ d. Content: Include the following information: N 1) Identification number, location, hand, fire rating, size, and material of each door and frame. 2) Locations of each door hardware set, cross-referenced to Drawings on floor plans and to door and frame schedule. 3) Complete designations, including name and manufacturer, type, style, function, size, quantity, function, and finish of each door hardware product. N 4) Description of electrified door hardware sequences of operation and interfaces with other building control systems. M 5) Fastenings and other pertinent information. c 6) Explanation of abbreviations, symbols, and codes contained in schedule. 7) Mounting locations for door hardware. 8) List of related door devices specified in other Sections for each door and frame. In 2. Keying Schedule: Prepared by or under the supervision of Installer, detailing Owner's final keying instructions for locks. Include schematic keying diagram and index each key set to unique door designations that are coordinated with the Contract Documents. 1.5 INFORMATIONAL SUBMITTALS A. Qualification Data: For Installer. B. Product Certificates: For electrified door hardware, from the manufacturer. DOOR HARDWARE (DESCRIPTIVE SPECIFICATION) 087111 - 2 Packet Pg. 3534 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Certify that door hardware approved for use on types and sizes of labeled fire-rated doors complies with listed fire-rated door assemblies. C. Product Test Reports: For compliance with accessibility requirements, based on evaluation of comprehensive tests performed by manufacturer and witnessed by a qualified testing agency, for door hardware on doors located in accessible routes. D. Warranty: Special warranty specified in this Section. 1.6 CLOSEOUT SUBMITTALS ' A. Maintenance Data: For each type of door hardware to include in maintenance manuals. Include final hardware and keying schedule. a Z 0 1.7 QUALITY ASSURANCE A. Installer Qualifications: Supplier of products and an employer of workers trained and approved N by product manufacturers and an Architectural Hardware Consultant who is available during the course of the Work to consult with Contractor, Architect, and Owner about door hardware and keying. cv CD 1. Warehousing Facilities: In Pro*ect's vicinity. � 2. Scheduling Responsibility: Preparation of door hardware and keying schedules. 3. Engineering Responsibility: Preparation of data for electrified door hardware, including Shop Drawings, based on testing and engineering analysis of manufacturer's standard units in assemblies similar to those indicated for this Project. B. Architectural Hardware Consultant Qualifications: A person who is experienced in providing consulting services for door hardware installations that are comparable in material, design, and E extent to that indicated for this Project and who is currently certified by DHI as follows: 6 1. For door hardware, an Architectural Hardware Consultant(AHC) C. Source Limitations: Obtain each type of door hardware from a single manufacturer. 1. Provide electrified door hardware from same manufacturer as mechanical door hardware, unless otherwise indicated. Manufacturers that perform electrical modifications and that s are listed by a testing and inspecting agency acceptable to authorities having jurisdiction s are acceptable. D. Means of Egress Doors: Latches do not require more than 15 lbf to release the latch. Locks do not require use of a key,tool, or special knowledge for operation. E. Accessibility Requirements: Comply with applicable provisions in Florida Building Code Standards for Accessible Design for door hardware on doors in an accessible route. DOOR HARDWARE (DESCRIPTIVE SPECIFICATION) 087111 - 3 Packet Pg. 3535 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Provide operating devices that do not require tight grasping, pinching, or twisting of the wrist and that operate with a force of not more than 5 lbf. 2. Comply with the following maximum opening-force requirements: a. Interior,Non-Fire-Rated Hinged Doors: 5 lbf applied perpendicular to door. b. Sliding or Folding Doors: 5 lbf applied parallel to door at latch. C. Fire Doors: Minimum opening force allowable by authorities having jurisdiction. 3. Bevel raised thresholds with a slope of not more than 1:2. Provide thresholds not more than 1/2 inch high. 4. Closers: Adjust door and gate closer sweep periods so that, from an open position of 90 .� degrees, the time required to move the door to a position of 12 degrees from the latch is 5 seconds minimum. 5. Spring Hinges: Adjust door and gate spring hinges so that, from an open position of 70 :2 degrees, the time required to move the door to the closed position is 1.5 seconds 0 minimum. .� F. Keying Conference: Conduct conference at Project site to comply with requirements in Section 013100 "Project Management and Coordination." In addition to Owner, Contractor, and Architect, conference participants shall also include Installer's Architectural Hardware Consultant. Incorporate keying conference decisions into final keying schedule after reviewing uo door hardware keying system including,but not limited to,the following: N 1. Function of building, flow of traffic, purpose of each area, degree of security required, and plans for future expansion. 2. Preliminary key system schematic diagram. 3. Requirements for key control system. 4. Requirements for access control. 5. Address for delivery of keys. N G. Preinstallation Conference: Conduct conference at Project site. :5 6 1. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. 2. Inspect and discuss preparatory work performed by other trades. 3. Inspect and discuss electrical roughing-in for electrified door hardware. 4. Review sequence of operation for each type of electrified door hardware. 5. Review required testing,inspecting, and certifying procedures. 1.8 DELIVERY, STORAGE, AND HANDLING A. Inventory door hardware on receipt and provide secure lock-up for door hardware delivered to Project site. B. Tag each item or package separately with identification coordinated with the final door hardware schedule, and include installation instructions, templates, and necessary fasteners with each item or package. DOOR HARDWARE (DESCRIPTIVE SPECIFICATION) 087111 - 4 Packet Pg. 3536 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual C. Deliver keys to manufacturer of key control system for subsequent delivery to Owner. D. Deliver keys and permanent cores to Owner by registered mail or overnight package service. 1.9 COORDINATION A. Coordinate layout and installation of floor-recessed door hardware with floor construction. Cast anchoring inserts into concrete. Concrete, reinforcement, and formwork requirements are = specified elsewhere. B. Installation Templates: Distribute for doors, frames, and other work specified to be factory prepared. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing door hardware to comply with indicated requirements. a Z C. Security: Coordinate installation of door hardware, keying, and access control with Owner's security consultant. D. Existing Openings: Where hardware components are scheduled for application to existing N construction or where modifications to existing door hardware are required, field verify existing conditions and coordinate installation of door hardware to suit opening conditions and to provide proper door operation. cv cv r9 1.10 WARRANTY i A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of door hardware that fail in materials or workmanship within specified z U_ warranty period. cv 1. Failures include,but are not limited to, the following: E 6 a. Structural failures including excessive deflection, cracking, or breakage. , b. Faulty operation of doors and door hardware. C. Deterioration of metals, metal finishes, and other materials beyond normal weathering and use. 2. Warranty Period: Three years from date of Substantial Completion, unless otherwise indicated. _ a. Exit Devices: Two years from date of Substantial Completion. b. Manual Closers: 10 years from date of Substantial Completion. 1.11 MAINTENANCE SERVICE A. Maintenance Tools and Instructions: Furnish a complete set of specialized tools and maintenance instructions for Owner's continued adjustment, maintenance, and removal and replacement of door hardware. DOOR HARDWARE (DESCRIPTIVE SPECIFICATION) 087111 - 5 Packet Pg. 3537 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual B. Maintenance Service: Beginning at Substantial Completion, provide six months' full maintenance by skilled employees of door hardware Installer. Include quarterly preventive maintenance, repair or replacement of worn or defective components, lubrication, cleaning, and adjusting as required for proper door and door hardware operation. Provide parts and supplies that are the same as those used in the manufacture and installation of original products. PART 2 - PRODUCTS 2.1 SCHEDULED DOOR HARDWARE ' A. Provide door hardware for each door as scheduled on Drawings to comply with requirements in this Section. Z 0 1. Door Hardware Sets: Provide quantity,item, size,finish or color indicated. 2. Sequence of Operation: Provide electrified door hardware function, sequence of operation, and interface with other building control systems indicated. N r B. Designations: Requirements for design, grade, function, finish, size, and other distinctive qualities of each type of door hardware are indicated in Part 3 "Door Hardware Schedule" Article. Products are identified by descriptive titles corresponding to requirements specified in Part 2. � cv M cv 2.2 HINGES A. Hinges: BHMA A156.1.Provide template-produced hinges for hinges installed on hollow-metal doors and hollow-metal frames. ' cv m 1. Hager Companies E 0 2. Stanley Commercial Hardware , 3. Baldwin Hardware Corporation B. Plain-Bearing Hinges: Grade 3 (standard weight). 1. Mounting: Full mortise butts. 2. Base and Pin Metal: Brass with stainless-steel pin body and brass protruding heads. _ 3. Pins:Non-rising loose unless otherwise indicated Nonremovable. a. Outswinging Corridor Doors with Locks:Nonremovable. 4. Tips: Flat button. 5. Corners: Square 6. Reverse safety studs and safety studs are only available on full-mortise hinges. DOOR HARDWARE (DESCRIPTIVE SPECIFICATION) 087111 - 6 Packet Pg. 3538 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2.3 MECHANICAL LOCKS AND LATCHES A. Lock Functions: As indicated in door hardware schedule. B. Lock Throw: Comply with testing requirements for length of bolts required for labeled fire doors, and as follows: 1. Bored Locks: Minimum 1/2-inch latch bolt throw. 2. Mortise Locks: Minimum 3/4-inch latchbolt throw. 3. Deadbolts: Minimum 1.25-inch bolt throw. C. Lock Backset: 2-3/4 inches,unless otherwise indicated. D. Lock Trim: 0 1. Description: As indicated on Drawings. 2. Levers: Wrought. 3. Escutcheons (Roses): Wrought. 4. Operating Device: Lever with escutcheons (roses). E. Strikes: Provide manufacturer's standard strike for each lock bolt or latchbolt complying with requirements indicated for applicable lock or latch and with strike box and curved lip extended to protect frame; finished to match lock or latch. cv M 1. Flat-Lip Strikes: For locks with three-piece antifriction latchbolts, as recommended by `44 manufacturer. 2. Extra-Long-Lip Strikes: For locks used on frames with applied wood casing trim. 3. Aluminum-Frame Strike Box: Manufacturer's special strike box fabricated for aluminum framing. ' cv 4. Rabbet Front and Strike: Provide on locksets for rabbeted meeting stiles. m F. Bored Locks: BHMA A156.2; Grade 1; Series 4000. I. Medeco Security Locks 2. Yale Security Inc. y 3. Schlage G. Mortise Locks: BHMA A156.13; Operational Grade 1; stamped steel case with steel or brass parts; Series 1000. 1. SARGENT Manufacturing Company 2. Yale Security Inc. 3. Schlage DOOR HARDWARE (DESCRIPTIVE SPECIFICATION) 087111 - 7 Packet Pg. 3539 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2.4 AUXILIARY LOCKS A. Bored Auxiliary Locks: BHMA A156.5: Grade 1;with strike that suits frame. Manufacturers: Medeco Security Locks Yale Security Inc. Schlage I. Backset: 2-3/8 inches. _ 2. Material: Brass. 0 3. Deadlatches: Deadlocking latchbolt operated by key outside and turn inside. 4. Deadlocks: Deadbolt operated by key outside and turn inside. B. Mortise Auxiliary Locks: BHMA A156.5; Grade 1;with strike that suits frame. Manufacturers: >- SARGENT Manufacturing Company N CD M Yale Security Inc. `V i Schlage I. Backset: 2-3/4 inches. `V 2. Material: Brass. 3. Deadlocks: Deadbolt operated by key outside and turn inside. 4. Deadlatches: Latchbolt and auxiliary deadlatch operated by key outside and turn inside. , 5. Deadlocks for Sliding Doors: Expanding- or interlocking-type deadbolt operated by key outside and turn inside. 2.5 EXIT DEVICES AND AUXILIARY ITEMS A. Exit Devices and Auxiliary Items: BHMA A156.3. 1. Donna Architectural Hardware 2. SARGENT Manufacturing Company 3. Yale Security, Inc. B. Panic Exit Devices: Listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for panic protection,based on testing according to UL 305. DOOR HARDWARE (DESCRIPTIVE SPECIFICATION) 087111 - 8 Packet Pg. 3540 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual C. Fire Exit Devices: Devices complying with NFPA 80 that are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire and panic protection, based on testing according to UL 305 and NFPA 252. D. Rim Exit Devices: Grade 1. 1. Type: Type 28,incorporating a deadbolt. 2. Grade: Grade 1. 3. Actuating Bar: Cross bar]. 4. Material: Aluminum. 2.6 LOCK CYLINDERS A. Lock Cylinders: Tumbler type, constructed from brass or bronze, stainless steel, or nickel silver. c I. Medeco Security Locks 2. Yale Security Inc. 3. Schlage B. Standard Lock Cylinders: BHMA A156.5; Grade 1; permanent cores that are interchangeable face finished to match lockset. N M cv 1. Number of Pins: Five 2. Type: Rim Bored-lock type. C. Construction Master Keys: Provide cylinders with feature that permits voiding of construction keys without cylinder removal. Provide 10 construction master keys. D. Construction Cores: Provide construction cores that are replaceable by permanent cores. 0 Provide 10 construction master keys. 2.7 KEYING A. Keying System: Factory registered, complying with guidelines in BHMA A156.28, Appendix A. Incorporate decisions made in keying conference. _ 1. Existing System: a. Master key or grand master key locks to Owner's existing system. b. Re-key Owner's existing master key system into new keying system. 2. Keyed Alike: Key all cylinders to same change key. B. Keys: [Nickel silver 1. Stamping: Permanently inscribe each key with a visual key control number and include the following notation: DOOR HARDWARE (DESCRIPTIVE SPECIFICATION) 087111 - 9 Packet Pg. 3541 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual a. Notation: "DO NOT DUPLICATE." 2. Quantity: In addition to one extra key blank for each lock,provide the following: a. Cylinder Change Keys: Three. b. Master Keys: Five. C. Grand Master Keys: Five. d. Great-Grand Master Keys: Five. 2.8 OPERATING TRIM ' A. Operating Trim: BHMA A156.6; stainless steel,unless otherwise indicated. B. Flat Push Plates: 0.050 inch thick, 4 inches wide by 16 inches high with square corners and beveled edges; secured with exposed screws. c 2.9 SURFACE CLOSERS A. Surface Closers: BHMA A156.4; rack-and-pinion hydraulic type with adjustable sweep and latch speeds controlled by key-operated valves and forged-steel main arm. Comply with manufacturer's written recommendations for size of door closers depending on size of door, exposure to weather, and anticipated frequency of use. Provide factory-sized closers, adjustable to meet field conditions and requirements for opening force. `~ i 1. DORMA Architectural Hardware z 2. Yale Security Inc. cv 3. SARGENT Manufacturing, Company 0 B. Surface Closer with Cover: Grade 1; Modern Type with mechanism enclosed in cover. , 1. Mounting: Parallel arm Hinge side, top jamb. 2. Type: Regular arm Backcheck in first subparagraph below is not available with delayed action closing option in subparagraph above. 3. Backcheck Adjustable, effective between 60 and 85 degrees of door opening. 4. Cover Material: Aluminum. 5. Closing Power Adjustment: At least 35 percent more than minimum tested value. 2.10 MECHANICAL STOPS AND HOLDERS E A. Wall- and Floor-Mounted Stops: BHMA A156.16; polished cast brass, bronze, or aluminum base metal. 1. Ives 2. Stanley Commercial Hardware DOOR HARDWARE (DESCRIPTIVE SPECIFICATION) 087111 - 10 Packet Pg. 3542 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3. Hager Companies B. Dome-Type Floor Stop: Grade 1; with minimum I-inch- high bumper for doors without threshold and 1-3/8-inch high bumper for doors with threshold. 2.11 DOOR GASKETING A. Door Gasketing: BHMA A156.22; air leakage not to exceed 0.50 cfm per foot of crack length for gasketing other than for smoke control, as tested according to ASTM E 283; with resilient or flexible seal strips that are easily replaceable and readily available from stocks maintained by ' manufacturer. 1. Hager Companies a 2. Pemko Manufacturing Company 3. Reese Enterprises, Inc. , cv B. Rigid, Housed, Perimeter Gasketing: gasket material held in place by aluminum brass or bronze stainless steel housing; fastened to frame stop with screws. C. Door Sweeps: Silicone gasket material held in place by flat aluminum housing or flange; surface mounted to face of door with screws. N M cv i 2.12 THRESHOLDS A. Thresholds: BHMA A156.21; fabricated to full width of opening indicated. N 0) 1. Hager Companies 0 2. Pemko Manufacturing Company , 3. Reese Enterprises, Inc. B. Compressing-Top Thresholds: Metal member with compressible vinyl seal on top of threshold that seals against bottom of door; and base metal of aluminum. C. Saddle Thresholds: 1. Type: Thermal break and fluted top. 2. Base Metal: Aluminum. m 2.13 METAL PROTECTIVE TRIM UNITS e( A. Metal Protective Trim Units: BHMA A 156.6; fabricated from 0.050-inch- thick aluminum with manufacturer's standard machine or self-tapping screw fasteners. DOOR HARDWARE (DESCRIPTIVE SPECIFICATION) 087111 - 11 Packet Pg. 3543 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Baldwin Hardware Corporation 2. Ives 3. Trimco B. Kick Plates 12 inches high by door width with allowance for frame stops. 2.14 AUXILIARY DOOR HARDWARE A. Auxiliary Hardware: BHMA A156.16. 1. Baldwin Hardware Corporation -� 2. Hager Companies 3. Stanley Commercial Hardware , N r B. Silencers for Metal Door Frames: Grade 1; neoprene or rubber; minimum diameter 1/2 inch fabricated for drilled-in application to frame. >- N CD 2.15 FABRICATION � N A. Manufacturer's Nameplate: Do not provide products that have manufacturer's name or trade i name displayed in a visible location except in conjunction with required fire-rated labels and as otherwise approved by Architect. z U_ 1. Manufacturer's identification is permitted on rim of lock cylinders only. E B. Base Metals: Produce door hardware units of base metal indicated, fabricated by forming 2 method indicated, using manufacturer's standard metal alloy, composition, temper, and > hardness. Furnish metals of a quality equal to or greater than that of specified door hardware 0 units and BHMA A156.18. C. Fasteners: Provide door hardware manufactured to comply with published templates prepared for machine, wood, and sheet metal screws. Provide screws that comply with commercially recognized industry standards for application intended, except aluminum fasteners are not permitted. Provide Phillips flat-head screws with finished heads to match surface of door hardware,unless otherwise indicated. 1. Concealed Fasteners: For door hardware units that are exposed when door is closed, except for units already specified with concealed fasteners. Do not use through bolts for E installation where bolt head or nut on opposite face is exposed unless it is the only means of securely attaching the door hardware. Where through bolts are used on hollow door and frame construction,provide sleeves for each through bolt. 2. Spacers or Sex Bolts: For through bolting of hollow-metal doors. DOOR HARDWARE (DESCRIPTIVE SPECIFICATION) 087111 - 12 Packet Pg. 3544 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3. Gasketing Fasteners: Provide noncorrosive fasteners for exterior applications and elsewhere as indicated. 2.16 FINISHES A. Provide finishes complying with BHMA A156.18 as indicated in door hardware schedule. B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. C. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one-half of the range of approved Samples. Noticeable variations in the same piece are not acceptable. Variations in appearance of other components are a acceptable if they are within the range of approved Samples and are assembled or installed to 0 minimize contrast. PART 3 - EXECUTION 3.1 EXAMINATION cv CD A. Examine doors and frames, with Installer present, for compliance with requirements for installation tolerances, labeled fire-rated door assembly construction, wall and floor construction, and other conditions affecting performance. e( B. Examine roughing-in for electrical power systems to verify actual locations of wiring connections before electrified door hardware installation. N 0) C. Proceed with installation only after unsatisfactory conditions have been corrected. E 0 3.2 PREPARATION A. Steel Doors and Frames: For surface applied door hardware, drill and tap doors and frames according to ANSI/SDI A250.6. 3.3 INSTALLATION A. Mounting Heights: Mount door hardware units at heights to comply with the following unless otherwise indicated or required to comply with governing regulations. 1. Standard Steel Doors and Frames: ANSI/SDI A250.8. B. Install each door hardware item to comply with manufacturer's written instructions. Where cutting and fitting are required to install door hardware onto or into surfaces that are later to be painted or finished in another way, coordinate removal, storage, and reinstallation of surface DOOR HARDWARE (DESCRIPTIVE SPECIFICATION) 087111 - 13 Packet Pg. 3545 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual protective trim units with finishing work. Do not install surface-mounted items until finishes have been completed on substrates involved. 1. Set units level, plumb, and true to line and location. Adjust and reinforce attachment substrates as necessary for proper installation and operation. 2. Drill and countersink units that are not factory prepared for anchorage fasteners. Space fasteners and anchors according to industry standards. C. Hinges: Install types and in quantities indicated in door hardware schedule but not fewer than the number recommended by manufacturer for application indicated or one hinge for every 30 inches of door height, whichever is more stringent, unless other equivalent means of support for door, such as spring hinges or pivots, are provided. D. Intermediate Offset Pivots: Where offset pivots are indicated,provide intermediate offset pivots in quantities indicated in door hardware schedule but not fewer than one intermediate offset 0 pivot per door and one additional intermediate offset pivot for every 30 inches of door height greater than 90 inches E. Lock Cylinders: Install construction cores to secure building and areas during construction period. I. Replace construction cores with permanent cores as indicated in keying schedule directed W by Owner. CD "' 2. Furnish permanent cores to Owner for installation. N F. Boxed Power Supplies: Locate power supplies as indicated or, if not indicated, above accessible ceilings in equipment room. Verify location with Architect. I. Configuration: Provide one power supply for each door opening with electrified door N hardware. m G. Thresholds: Set thresholds for exterior doors and other doors indicated in full bed of sealant complying with requirements specified in Section 079200 "Joint Sealants." H. Stops: Provide floor stops for doors unless wall or other type stops are indicated in door a, hardware schedule.Do not mount floor stops where they will impede traffic. y I. Perimeter Gasketing: Apply to head and jamb, forming seal between door and frame. J. Meeting Stile Gasketing: Fasten to meeting stiles, forming seal when doors are closed. K. Door Bottoms: Apply to bottom of door, forming seal with threshold when door is closed. 3.4 FIELD QUALITY CONTROL A. Independent Architectural Hardware Consultant: Owner will engage a qualified independent Architectural Hardware Consultant to perform inspections and to prepare inspection reports. DOOR HARDWARE (DESCRIPTIVE SPECIFICATION) 087111 - 14 Packet Pg. 3546 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Independent Architectural Hardware Consultant will inspect door hardware and state in each report whether installed work complies with or deviates from requirements, including whether door hardware is properly installed and adjusted. 3.5 ADJUSTING A. Initial Adjustment: Adjust and check each operating item of door hardware and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate as intended. Adjust door control devices to compensate for final operation of heating and ventilating equipment and to comply with referenced accessibility requirements. .� 1. Spring Hinges: Adjust to achieve positive latching when door is allowed to close freely from an open position of 30 degrees. 2. Door Closers: Adjust sweep period to comply with accessibility requirements and 0 requirements of authorities having jurisdiction. B. Occupancy Adjustment: Approximately six months after date of Substantial Completion, Installer's Architectural Hardware Consultant shall examine and readjust each item of door hardware, including adjusting operating forces, as necessary to ensure function of doors, door hardware, and electrified door hardware. uo cv 3.6 CLEANING AND PROTECTION cv A. Clean adjacent surfaces soiled by door hardware installation. e( B. Clean operating items as necessary to restore proper function and finish. C. Provide final protection and maintain conditions that ensure that door hardware is without m damage or deterioration at time of Substantial Completion. E 6 3.7 DEMONSTRATION A. Engage a factory-authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain door hardware and door hardware finishes. Refer to Section 017900 "Demonstration and Training." END OF SECTION 087111 DOOR HARDWARE (DESCRIPTIVE SPECIFICATION) 087111 - 15 Packet Pg. 3547 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 089119 - FIXED LOUVERS PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Fixed, extruded-aluminum louvers. , 2. Fixed, formed-metal acoustical louvers. 1.3 DEFINITIONS cv CD A. Louver Terminology: Definitions of terms for metal louvers contained in AMCA 501 apply to N this Section unless otherwise defined in this Section or in referenced standards. C44 i B. Horizontal Louver: Louver with horizontal blades (i.e.,the axes of the blades are horizontal). z C. Drainable-Blade Louver: Louver with blades having gutters that collect water and drain it to , channels in jambs and mullions,which carry it to bottom of unit and away from opening. N m D. Wind-Driven-Rain-Resistant Louver: Louver that provides specified wind-driven rain 0 performance, as determined by testing according to AMCA 500-L. 0 1.4 ACTION SUBMITTALS A. Product Data: For each type of product. CD 1. For louvers specified to bear AMCA seal, include printed catalog pages showing specified models with appropriate AMCA Certified Ratings Seals. B. Shop Drawings: For louvers and accessories. Include plans, elevations, sections, details, and C attachments to other work. Show frame profiles and blade profiles, angles, and spacing. E 1. Show weep paths, gaskets, flashing, sealant, and other means of preventing water intrusion. 2. Show mullion profiles and locations. C. Samples: For each type of metal finish required. FIXED LOUVERS 089119 - 1 Packet Pg. 3548 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual D. Delegated-Design Submittal: For louvers indicated to comply with structural performance requirements, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. 1.5 INFORMATIONAL SUBMITTALS A. Product Test Reports: Based on evaluation of comprehensive tests performed according to AMCA 500-L by a qualified testing agency or by manufacturer and witnessed by a qualified testing agency, for each type of louver and showing compliance with performance requirements specified. ' B. Windborne-debris-impact-resistance test reports. 1.6 QUALITY ASSURANCE 0 A. Welding Qualifications: Qualify procedures and personnel according to the following: , cv 1. AWS D1.2/D1.2M, "Structural Welding Code - Aluminum." 1.7 FIELD CONDITIONS N CD A. Field Measurements: Verify actual dimensions of openings by field measurements before N fabrication. FL i PART2 - PRODUCTS cv m 2.1 MANUFACTURERS 2 A. Source Limitations: Obtain louvers from single source from a single manufacturer where .0 indicated to be of same type, design, or factory-applied color finish. 2.2 PERFORMANCE REQUIREMENTS A. Delegated Design: Design louvers, including comprehensive engineering analysis by a qualified professional engineer,using structural performance requirements and design criteria indicated. B. Structural Performance: Louvers shall withstand the effects of gravity loads and the following loads and stresses within limits and under conditions indicated without permanent deformation E of louver components, noise or metal fatigue caused by louver-blade rattle or flutter, or permanent damage to fasteners and anchors. Wind pressures shall be considered to act normal to the face of the building. 1. Wind Loads: Determine loads based on pressures as indicated on Drawings. FIXED LOUVERS 089119 - 2 Packet Pg. 3549 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual C. Windborne-Debris-Impact Resistance: Louvers located within 30 feet of grade shall pass enhanced-protection, large-missile testing requirements in ASTM E 1996 for wind zone as noted on the drawings when tested according to ASTM E 1886. Test specimens shall be no smaller in width and length than louvers indicated for use on Project. D. Louver Performance Ratings: Provide louvers complying with requirements specified, as demonstrated by testing manufacturer's stock units identical to those provided, except for length and width according to AMCA 500-L. s E. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes. ' 1. Temperature Change (Range): 120 deg F, ambient; 180 deg F,material surfaces. F. SMACNA Standard: Comply with recommendations in SMACNA's "Architectural Sheet Metal Manual" for fabrication, construction details, and installation procedures. 2.3 FIXED, EXTRUDED-ALUMINUM LOUVERS A. Horizontal, Wind-Driven-Rain-Resistant Louver: 1. Louver Depth: To match existing. 2. Frame and Blade Nominal Thickness: To match existing. 3. Louver Performance Ratings: `~ i a. Free Area: Not less than 6.0 sq. ft. for 48-inch-wide by 48-inch-high louver. b. Air Performance: Not more than 0.10-inch wg static pressure drop 7004pm free- area intake velocity. C. Wind-Driven Rain Performance: Not less than 95 percent effectiveness when subjected to a rainfall rate of 8 inches per hour and a wind speed of 50 mph at a E core-area intake velocity of 400 fpm. 4. AMCA Seal: Mark units with AMCA Certified Ratings Seal. 2.4 LOUVER SCREENS A. General: Provide screen at each exterior louver. 1. Screen Location for Fixed Louvers: Interior face. 2. Screening Type: Insect screening. B. Secure screen frames to louver frames with stainless-steel machine screws, spaced a maximum of 6 inches from each corner and at 12 inches o.c. C. Louver Screen Frames: Fabricate with mitered corners to louver sizes indicated. 1. Metal: Same type and form of metal as indicated for louver to which screens are attached. FIXED LOUVERS 089119 - 3 Packet Pg. 3550 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2. Finish: Mill finish unless otherwise indicated. 3. Type: Re-wirable frames with a driven spline or insert. D. Louver Screening for Aluminum Louvers: 1. Insect Screening: Aluminum, 18-by-16 mesh, 0.012-inch wire. 2.5 MATERIALS A. Aluminum Extrusions: ASTM B 221, Alloy 6063-T5, T-52, or T6. B. Aluminum Sheet: ASTM B 209, Alloy 3003 or 5005 with temper as required for forming, or as otherwise recommended by metal producer for required finish. C. Fasteners: Use types and sizes to suit unit installation conditions. c I. Use Phillips flat-head screws for exposed fasteners unless otherwise indicated. 2. For fastening aluminum,use aluminum or 300 series stainless-steel fasteners. , cv D. Bituminous Paint: Cold-applied asphalt emulsion complying with ASTM D 1187. 2.6 FABRICATION c44 CD A. Factory assemble louvers to minimize field splicing and assembly. Disassemble units as N necessary for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation. e( B. Maintain equal louver blade spacing,including separation between blades and frames at head and sill, to produce uniform appearance. E C. Fabricate frames, including integral sills, to fit in openings of sizes indicated, with allowances 0 made for fabrication and installation tolerances, adjoining material tolerances, and perimeter > sealantjoints. D. Include supports, anchorages, and accessories required for complete assembly. E. Provide vertical mullions of type and at spacings indicated, but not more than is recommended by manufacturer, or 72 inches o.c.,whichever is less. s 1. Fully Recessed Mullions: Where indicated,provide mullions fully recessed behind louver blades. Where length of louver exceeds fabrication and handling limitations, fabricate with close-fitting blade splices designed to permit expansion and contraction. 2. Semi-recessed Mullions: Where indicated, provide mullions partly recessed behind E louver blades so louver blades appear continuous. Where length of louver exceeds fabrication and handling limitations, fabricate with interlocking split mullions and close- fitting blade splices designed to permit expansion and contraction. 3. Exposed Mullions: Where indicated, provide units with exposed mullions of same width and depth as louver frame. Where length of louver exceeds fabrication and handling FIXED LOUVERS 089119 - 4 Packet Pg. 3551 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual limitations, provide interlocking split mullions designed to permit expansion and contraction. 4. Exterior Corners: Prefabricated corner units with mitered and welded blades and with fully recessed mullions at corners. F. Provide sub-sills made of same material as louvers or extended sills for recessed louvers. G. Join frame members to each other and to fixed louver blades with fillet welds concealed from view, threaded fasteners, or both, as standard with louver manufacturer unless otherwise indicated or size of louver assembly makes bolted connections between frame members necessary. ' 2.7 ALUMINUM FINISHES 0 A. Finish louvers after assembly. B. Baked-Enamel or Powder-Coat Finish: AAMA 2603 except with a minimum dry film thickness of 1.5 mils. Comply with coating manufacturer's written instructions for cleaning, conversion coating, and applying and baking finish. 1. Color and Gloss: To match existing. N CD PART 3 - EXECUTION `V i 3.1 EXAMINATION A. Examine substrates and openings, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. E 0 B. Proceed with installation only after unsatisfactory conditions have been corrected. , 3.2 PREPARATION A. Coordinate setting drawings, diagrams, templates, instructions, and directions for installation of anchorages that are to be embedded in concrete or masonry construction. Coordinate delivery of such items to Project site. 3.3 INSTALLATION A. Locate and place louvers level,plumb, and at indicated alignment with adjacent work. B. Use concealed anchorages where possible. Provide brass or lead washers fitted to screws where required to protect metal surfaces and to make a weathertight connection. C. Form closely fitted joints with exposed connections accurately located and secured. FIXED LOUVERS 089119 - 5 Packet Pg. 3552 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual D. Provide perimeter reveals and openings of uniform width for sealants and joint fillers, as indicated. E. Protect unpainted galvanized and nonferrous-metal surfaces that are in contact with concrete, masonry, or dissimilar metals from corrosion and galvanic action by applying a heavy coating of bituminous paint or by separating surfaces with waterproof gaskets or nonmetallic flashing. F. Install concealed gaskets, flashings,joint fillers, and insulation as louver installation progresses, where weathertight louver joints are required. Comply with Section 079200 "Joint Sealants" for sealants applied during louver installation. 3.4 ADJUSTING AND CLEANING A. Clean exposed louver surfaces that are not protected by temporary covering, to remove c fingerprints and soil during construction period. Do not let soil accumulate during construction period. B. Before final inspection, clean exposed surfaces with water and a mild soap or detergent not harmful to finishes. Thoroughly rinse surfaces and dry. C. Restore louvers damaged during installation and construction so no evidence remains of corrective work. If results of restoration are unsuccessful, as determined by Architect, remove N damaged units and replace with new units. N 1. Touch up minor abrasions in finishes with air-dried coating that matches color and gloss of, and is compatible with,factory-applied finish coating. END OF SECTION 089119 W E 0 FIXED LOUVERS 089119 - 6 Packet Pg. 3553 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 089516 - WALL VENTS PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes wall vents. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product. B. Samples: For each type of metal finish required. c44 CD cv M cv PART 2 - PRODUCTS i 2.1 MANUFACTURERS , N A. Source Limitations: Obtain vents from single source from single manufacturer. a) 0 2.2 WALL VENTS A. Extruded-Aluminum Wall Vents: 1. Manufacturers: a) Architectural Louvers b) Dowco Products Group c) Arrow United Industries 2. Extruded-aluminum louvers and frames, not less than 0.125-inch nominal thickness, assembled by welding; with 18-by-14- mesh, aluminum insect screening on inside face; incorporating weep holes, continuous drip at sill, and integral waterstop on inside edge of sill; of load-bearing design and construction. WALL VENTS 089516 - 1 Packet Pg. 3554 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3. Dampers: Aluminum blades and frames mounted on inside of wall vents; operated from exterior with Allen wrench in socket-head cap screw. Fabricate operating mechanism from Type 304 stainless-steel components. 4. Finish: Mill. 5. ne-piece, cast-aluminum louvers and frames; with 18-by-14 mesh, aluminum insect screening on inside face; incorporating integral waterstop on inside edge of sill; of load- bearing design and construction. 6. Dampers: Aluminum blades and frames mounted on inside of wall vents; operated from = exterior with Allen wrench in socket-head cap screw. Fabricate operating mechanism from Type 304 stainless-steel components. 7. Finish: Mill. .� 2.3 MATERIALS 0 A. Aluminum Extrusions: ASTM B 221, Alloy 6063-T5, T-52, or T6. B. Aluminum Sheet: ASTM B 209, Alloy 3003 or 5005 with temper as required for forming, or as otherwise recommended by metal producer for required finish. `~ C. Aluminum Castings: ASTM B 26/13 26M, Alloy 319. D. Bituminous Paint: Cold-applied asphalt emulsion complying with ASTM D 1187. N N 2.4 FINISHES i A. Baked-Enamel or Powder-Coat Finish: AAMA 2603 except with a minimum dry film thickness of 1.5 mils. Comply with coating manufacturer's written instructions for cleaning, conversion ' coating, and applying and baking finish. E 2 1. Color and Gloss: As selected by Architect from manufacturer's full range. 0 2. Retain one of two "High-Performance Organic Finish" paragraphs below; if both are required, indicate location of each system on Drawings, in schedules, or by inserts. Retain AAMA 2604 or AAMA 2605 for high- or superior-performance organic coatings, respectively, on extrusions and panels. If specific products are required, name coating manufacturers and products. PART 3 - EXECUTION 3.1 INSTALLATION A. Locate and place vents level,plumb, and at indicated alignment with adjacent work. WALL VENTS 089516 - 2 Packet Pg. 3555 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual B. Protect unpainted surfaces that are in contact with concrete, masonry, or dissimilar metals from corrosion and galvanic action by applying a heavy coating of bituminous paint or by separating surfaces with waterproof gaskets or nonmetallic flashing. C. Provide perimeter reveals of uniform width for sealants and joint fillers,where indicated. D. Use concealed anchorages. 3.2 ADJUSTING AND CLEANING A. Before final inspection, clean exposed surfaces with water and a mild soap or detergent not harmful to finishes. Thoroughly rinse surfaces and dry. B. Restore vents damaged during installation and construction so no evidence remains of corrective work. If results of restoration are unsuccessful, as determined by Architect, remove damaged units and replace with new units. cv END OF SECTION 089516 cv CD cv M cv FL cv m 0 WALL VENTS 089516 - 3 Packet Pg. 3556 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 092216 -NON-STRUCTURAL METAL FRAMING PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Non-load-bearing steel framing systems for interior partitions. N r 1.3 ACTION SUBMITTALS A. Product Data: For each type of product. N cv 1. Studs and Runners: Provide documentation that framing members' certification is C44 according to SIFA's "Code Compliance Certification Program for Cold-Formed Steel i Structural and Non-Structural Framing Members." 1.4 INFORMATIONAL SUBMITTALS N A. Evaluation Reports: For embossed steel studs and runners, from ICC-ES or other qualified 2 0 testing agency acceptable to authorities having jurisdiction. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Fire-Test-Response Characteristics: For fire-resistance-rated assemblies that incorporate non- load-bearing steel framing, provide materials and construction identical to those tested in assembly indicated, according to ASTM E 119 by an independent testing agency. E B. STC-Rated Assemblies: For STC-rated assemblies, provide materials and construction identical to those tested in assembly indicated, according to ASTM E 90 and classified according to ASTM E 413 by an independent testing agency. C. Horizontal Deflection: For wall assemblies, limited to 1/240 of the wall height based on horizontal loading of 10 lbf/sq. ft. NON-STRUCTURAL METAL FRAMING 092216 - 1 Packet Pg. 3557 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2.2 FRAMING SYSTEMS A. Framing Members, General: Comply with ASTM C 754 for conditions indicated. 1. Steel Sheet Components: Comply with ASTM C 645 requirements for metal unless otherwise indicated. 2. Protective Coating: Coating with equivalent corrosion resistance of ASTM A 653/A 653M, G40,hot-dip galvanized unless otherwise indicated. s B. Studs and Runners: ASTM C 645.Use either steel studs and runners or embossed steel studs and runners. ' 1. Steel Studs and Runners: a. Minimum Base-Metal Thickness: As required by performance requirements for horizontal deflection. 0 b. Depth: As indicated on Drawings 2. Embossed Steel Studs and Runners: a. Minimum Base-Metal Thickness: As required by horizontal deflection performance requirements. b. Depth: As indicated on Drawings. C. Slip-Type Head Joints: Where indicated,provide one of the following: CD N N M 1. Clip System: Clips designed for use in head-of-wall deflection conditions that provide a `CD D positive attachment of studs to runners while allowing 1-1/2-inch minimum vertical movement. 2. Single Long-Leg Runner System: ASTM C 645 top runner with 2-inch-deep flanges in N thickness not less than indicated for studs, installed with studs friction fit into top runner a, and with continuous bridging located within 12 inches of the top of studs to provide :5 lateral bracing. 6 3. Double-Runner System: ASTM C 645 top runners, inside runner with 2-inch-deep flanges in thickness not less than indicated for studs and fastened to studs, and outer runner sized to friction fit inside runner. 4. Deflection Track: Steel sheet top runner manufactured to prevent cracking of finishes applied to interior partition framing resulting from deflection of structure above; in thickness not less than indicated for studs and in width to accommodate depth of studs. D. Firestop Tracks: Top runner manufactured to allow partition heads to expand and contract with movement of structure while maintaining continuity of fire-resistance-rated assembly indicated; in thickness not less than indicated for studs and in width to accommodate depth of studs. m E. Flat Strap and Backing Plate: Steel sheet for blocking and bracing in length and width indicated. I. Minimum Base-Metal Thickness: As indicated on Drawings. F. Cold-Rolled Channel Bridging: Steel, 0.0538-inch minimum base-metal thickness, with minimum 1/2-inch-wide flanges. 1. Depth: As indicated on Drawings. NON-STRUCTURAL METAL FRAMING 092216 - 2 Packet Pg. 3558 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2. Clip Angle:Not less than 1-1/2 by 1-1/2 inches, 0.068-inch-thick,galvanized steel. G. Hat-Shaped, Rigid Furring Channels: ASTM C 645. 1. Minimum Base-Metal Thickness: As indicated on Drawings. 2. Depth: As indicated on Drawings. H. Resilient Furring Channels: 1/2-inch-deep, steel sheet members designed to reduce sound transmission. 1. Configuration: Asymmetrical or hat shaped. I. Cold-Rolled Furring Channels: 0.053-inch uncoated-steel thickness, with minimum 1/2-inch- .� wide flanges. 1. Depth: As indicated on Drawings. 2. Furring Brackets: Adjustable, corrugated-edge-type steel sheet with minimum uncoated- 0 steel thickness of 0.0329 inch. 3. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.062-inch- diameter wire, or double strand of 0.048-inch-diameter wire. cv J. Z-Shaped Furring: With slotted or non-slotted web, face flange of 1-1/4 inches, wall attachment flange of 7/8 inch, minimum uncoated-metal thickness of 0.0179 inch, and depth required to fit insulation thickness indicated. cv CD cv M 2.3 AUXILIARY MATERIALS `V i A. General: Provide auxiliary materials that comply with referenced installation standards. M 1. Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding power, and other properties required to fasten steel members to substrates. m E B. Isolation Strip at Exterior Walls: Provide one of the following: 1. Asphalt-Saturated Organic Felt: ASTM D 226/1) 226M, Type I (No. 15 asphalt felt), nonperforated. 2. Foam Gasket: Adhesive-backed, closed-cell vinyl foam strips that allow fastener y penetration without foam displacement, 1/8 inch thick,in width to suit steel stud size. PART 3 - EXECUTION 3.1 EXAMINATION E A. Examine areas and substrates,with Installer present, and including welded hollow-metal frames, cast-in anchors, and structural framing, for compliance with requirements and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. NON-STRUCTURAL METAL FRAMING 092216 - 3 Packet Pg. 3559 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3.2 INSTALLATION, GENERAL A. Installation Standard: ASTM C 754. 1. Gypsum Board Assemblies: Also comply with requirements in ASTM C 840 that apply to framing installation. B. Install framing and accessories plumb, square, and true to line, with connections securely fastened. _ C. Install supplementary framing, and blocking to support fixtures, equipment services,heavy trim grab bars, toilet accessories, furnishings, or similar construction. .� D. Install bracing at terminations in assemblies. E. Do not bridge building control and expansion joints with non-load-bearing steel framing c members. Frame both sides of joints independently. 3.3 INSTALLING FRAMED ASSEMBLIES A. Install framing system components according to spacings indicated, but not greater than spacings required by referenced installation standards for assembly types. cv I. Single-Layer Application: As required by horizontal deflection performance requirements unless otherwise indicated. `~ 2. Multilayer Application: As required by horizontal deflection performance requirements i unless otherwise indicated. B. Where studs are installed directly against exterior masonry walls or dissimilar metals at exterior walls,install isolation strip between studs and exterior wall. W E C. Install studs so flanges within framing system point in same direction. 0 D. Install tracks (runners) at floors and overhead supports. Extend framing full height to structural supports or substrates above suspended ceilings except where partitions are indicated to terminate at suspended ceilings. Continue framing around ducts that penetrate partitions above ceiling. 1. Slip-Type Head Joints: Where framing extends to overhead structural supports, install to produce joints at tops of framing systems that prevent axial loading of finished = assemblies. 2. Door Openings: Screw vertical studs at jambs to jamb anchor clips on door frames; install runner track section(for cripple studs) at head and secure to jamb studs. ai a. Install two studs at each jamb unless otherwise indicated. b. Install cripple studs at head adjacent to each jamb stud, with a minimum 1/2-inch clearance from jamb stud to allow for installation of control joint in finished assembly. NON-STRUCTURAL METAL FRAMING 092216 - 4 Packet Pg. 3560 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual C. Extend jamb studs through suspended ceilings and attach to underside of overhead structure. 3. Other Framed Openings: Frame openings other than door openings the same as required for door openings unless otherwise indicated. Install framing below sills of openings to match framing required above door heads. 4. Fire-Resistance-Rated Partitions: Install framing to comply with fire-resistance-rated assembly indicated and support closures and to make partitions continuous from floor to = underside of solid structure. a. Firestop Track: Where indicated, install to maintain continuity of fire-resistance- .� rated assembly indicated. 5. Sound-Rated Partitions: Install framing to comply with sound-rated assembly indicated. 0 E. Direct Furring: I. Screw to wood framing. 2. Attach to concrete or masonry with stub nails, screws designed for masonry attachment, or powder-driven fasteners spaced 24 inches o.c. F. Z-Shaped Furring Members: '✓ cv 1. Erect insulation, specified in Section 072100 "Thermal Insulation," vertically and hold in place with Z-shaped furring members spaced 24 inches o.c. 2. Except at exterior corners, securely attach narrow flanges of furring members to wall i 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 N extending beyond corner; on adjacent wall surface, screw-attach short flange of furring m channel to web of attached channel. At interior corners, space second member no more than 12 inches from corner and cut insulation to fit. 6 G. Installation Tolerance: Install each framing member so fastening surfaces vary not more than 1/8 inch from the plane formed by faces of adjacent framing. END OF SECTION 092216 NON-STRUCTURAL METAL FRAMING 092216 - 5 Packet Pg. 3561 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 092900 - GYPSUM BOARD PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Interior gypsum board. , N r B. Related Requirements: 1. Section 092216 "Non-Structural Metal Framing" for non-structural steel framing and >- suspension systems that support gypsum board panels. N N 1.3 ACTION SUBMITTALS � N i A. Product Data: For each type of product. B. Samples: For the following products: , N 1. Trim Accessories: Full-size Sample in 12-inch-long length for each trim accessory m indicated. , C. Samples for Initial Selection: For each type of trim accessory indicated. D. Samples for Verification: For the following products: I. Trim Accessories: Full-size Sample in 12-inch-long length for each trim accessory CD indicated. 1.4 DELIVERY, STORAGE AND HANDLING A. Store materials inside under cover and keep them dry and protected against weather, m condensation, direct sunlight, construction traffic, and other potential causes of damage. Stack panels flat and supported on risers on a flat platform to prevent sagging. GYPSUM BOARD 092900 - 1 Packet Pg. 3562 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1.5 FIELD CONDITIONS A. Environmental Limitations: Comply with ASTM C 840 requirements or gypsum board manufacturer's written instructions,whichever are more stringent. B. Do not install paper-faced gypsum panels until installation areas are enclosed and conditioned. C. Do not install panels that are wet,moisture damaged, and mold damaged. 1. Indications that panels are wet or moisture damaged include, but are not limited to, discoloration, sagging, or irregular shape. ' 2. Indications that panels are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration. PART2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Fire-Resistance-Rated Assemblies: For fire-resistance-rated assemblies, provide materials and construction identical to those tested in assembly indicated according to ASTM E 119 by an independent testing agency. cv r9 B. STC-Rated Assemblies: For STC-rated assemblies, provide materials and construction identical "' to those tested in assembly indicated according to ASTM E 90 and classified according to ASTM E 413 by an independent testing agency. 2.2 GYPSUM BOARD, GENERAL m A. Size: Provide maximum lengths and widths available that will minimize joints in each area and 2 that correspond with support system indicated. > 2.3 INTERIOR GYPSUM BOARD A. Gypsum Wallboard: ASTM C 1396/C 1396M. 1. Thickness: 1/2 inch. 2. Long Edges: Tapered. B. Gypsum Board, Type X: ASTM C 1396/C 1396M. 1. Thickness: 5/8 inch. 2. Long Edges: Tapered. C. Flexible Gypsum Board: ASTM C 1396/C 1396M. Manufactured to bend to fit radii and to be more flexible than standard regular-type gypsum board of same thickness. 1. Thickness: 1/4 inch . 2. Long Edges: Tapered. GYPSUM BOARD 092900 - 2 Packet Pg. 3563 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual D. Gypsum Ceiling Board: ASTM C 1396/C 1396M. 1. Thickness: 1/2 inch. 2. Long Edges: Tapered. E. Impact-Resistant Gypsum Board: ASTM C 1629/C 1629M. 1. Core: 5/8 inch, Type X. 2. Surface Abrasion: Meets or exceeds Level 2 requirements. 3. Surface Indentation: Meets or exceeds Level 2 requirements. 4. Single-Drop Soft-Body Impact: Meets or exceeds Level 2 requirements. 5. Hard-Body Impact: Meets or exceeds Level requirements according to test in Annex Al. .� 6. Long Edges: Tapered. 7. Mold Resistance: ASTM D 3273, score of 10 as rated according to ASTM D 3274. F. Mold-Resistant Gypsum Board: ASTM C 1396/C 1396M. With moisture- and mold-resistant 0 core and paper surfaces. 1. Core: 5/8 inch, Type X. 2. Long Edges: Tapered. 3. Mold Resistance: ASTM D 3273, score of 10 as rated according to ASTM D 3274. 04 2.4 SPECIALTY GYPSUM BOARD W cv CD A. Gypsum Board, Type C: ASTM C 1396/C 1396M. Manufactured to have increased fire- N resistive capability. 1. Thickness: As required by fire-resistance-rated assembly indicated on Drawings. 2. Long Edges: Tapered. cv 2.5 TRIM ACCESSORIES W A. Interior Trim: ASTM C 1047. 0 1. Material: Plastic. 2. Shapes: a. Cornerbead. b. Bullnose bead. C. LC-Bead: J-shaped; exposed long flange receives joint compound. d. L-Bead: L-shaped; exposed long flange receives joint compound. e. U-Bead: J-shaped; exposed short flange does not receive joint compound. f. Expansion(control)joint. g. Curved-Edge Cornerbead: With notched or flexible flanges. E 2.6 JOINT TREATMENT MATERIALS A. General: Comply with ASTM C 475/C 475M. GYPSUM BOARD 092900 - 3 Packet Pg. 3564 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual B. Joint Tape: 1. Interior Gypsum Board: Paper. 2. Exterior Gypsum Soffit Board: Paper. 3. Glass-Mat Gypsum Sheathing Board: 10-by-10 glass mesh. 4. Tile Backing Panels: As recommended by panel manufacturer. C. Joint Compound for Interior Gypsum Board: 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 setting-type taping compound. 3. Fill Coat: For second coat,use setting-type, sandable topping compound. c 4. Finish Coat: For third coat,use setting-type, sandable topping compound. 5. Skim Coat: For final coat of Level 5 finish,use setting-type, sandable topping compound. D. Joint Compound for Exterior Applications: 1. Exterior Gypsum Soffit Board: Use setting-type taping compound and setting-type, sandable topping compound. cv CD E. Joint Compound for Tile Backing Panels: M 1. Cementitious Backer Units: As recommended by backer unit manufacturer. i 2.7 AUXILIARY MATERIALS A. General: Provide auxiliary materials that comply with referenced installation standards and 0) manufacturer's written instructions. E 0 B. Laminating Adhesive: Adhesive or joint compound recommended for directly adhering gypsum , panels to continuous substrate. C. Steel Drill Screws: ASTM C 1002 unless otherwise indicated. 1. Use screws complying with ASTM C 954 for fastening panels to steel members from 0.033 to 0.112 inch thick. 2. For fastening cementitious backer units, use screws of type and size recommended by panel manufacturer. D. Sound-Attenuation Blankets: ASTM C 665, Type I (blankets without membrane facing) produced by combining thermosetting resins with mineral fibers manufactured from glass, slag E wool, or rock wool. 1. Fire-Resistance-Rated Assemblies: Comply with mineral-fiber requirements of assembly. GYPSUM BOARD 092900 - 4 Packet Pg. 3565 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual E. Acoustical Sealant: Manufacturer's standard non-sag, paintable, non-staining latex sealant complying with ASTM C 834. Product effectively reduces airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies according to ASTM E 90. F. Thermal Insulation: As specified in Section 072100 "Thermal Insulation." PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas and substrates including welded hollow-metal frames and support framing, with a_ Installer present, for compliance with requirements and other conditions affecting performance of the Work. c B. Examine panels before installation. Reject panels that are wet, moisture damaged, and mold , damaged. N C. Proceed with installation only after unsatisfactory conditions have been corrected. cv CD 3.2 APPLYING AND FINISHING PANELS, GENERAL cv A. Comply with ASTM C 840. B. Install ceiling panels across framing to minimize the number of abutting end joints and to avoid abutting end joints in central area of each ceiling. Stagger abutting end joints of adjacent panels not less than one framing member. C. Install panels with face side out. Butt panels together for a light contact at edges and ends with 0 not more than 1/16 inch of open space between panels.Do not force into place. > D. Locate edge and end joints over supports, except in ceiling applications where intermediate supports or gypsum board back-blocking is provided behind end joints. Do not place tapered edges against cut edges or ends. Stagger vertical joints on opposite sides of partitions. Do not make joints other than control joints at corners of framed openings. E. Form control and expansion joints with space between edges of adjoining gypsum panels. F. Cover both faces of support framing with gypsum panels in concealed spaces (above ceilings, etc.), except in chases braced internally. E 1. Unless concealed application is indicated or required for sound, fire, air, or smoke ratings, coverage may be accomplished with scraps of not less than 8 sq. ft. in area. 2. Fit gypsum panels around ducts,pipes, and conduits. GYPSUM BOARD 092900 - 5 Packet Pg. 3566 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3. Where partitions intersect structural members projecting below underside of floor/roof slabs and decks, cut gypsum panels to fit profile formed by structural members; allow 1/4- to 3/8-inch-wide joints to install sealant. G. Isolate perimeter of gypsum board applied to non-load-bearing partitions at structural abutments. Provide 1/4- to 1/2-inch-wide spaces at these locations and trim edges with edge trim where edges of panels are exposed. Seal joints between edges and abutting structural surfaces with acoustical sealant. s H. Attachment to Steel Framing: Attach panels so leading edge or end of each panel is attached to open (unsupported) edges of stud flanges first. .� I. STC-Rated Assemblies: Seal construction at perimeters, behind control joints, and at openings and penetrations with a continuous bead of acoustical sealant. Install acoustical sealant at both :g faces of partitions at perimeters and through penetrations. Comply with ASTM C 919 and with 0 manufacturer's written instructions for locating edge trim and closing off sound-flanking paths around or through assemblies, including sealing partitions above acoustical ceilings. J. Install sound attenuation blankets before installing gypsum panels unless blankets are readily `44 installed after panels have been installed on one side. w 3.3 APPLYING INTERIOR GYPSUM BOARD CD N cv M A. Install interior gypsum board in the following locations: `44 i 1. Wallboard Type: Vertical surfaces unless otherwise indicated. 2. Type X: Where required for fire-resistance-rated assembly. 3. Flexible Type: Apply in double layer at curved assemblies. N 4. Impact-Resistant Type: As indicated on Drawings. m B. Single-Layer Application: 1. On ceilings, apply gypsum panels before wall/partition board application to greatest extent possible and at right angles to framing unless otherwise indicated. 2. On partitions/walls, apply gypsum panels horizontally (perpendicular to framing) unless otherwise indicated or required by fire-resistance-rated assembly, and minimize end joints. a. Stagger abutting end joints not less than one framing member in alternate courses of panels. b. At stairwells and other high walls, install panels horizontally unless otherwise indicated or required by fire-resistance-rated assembly. 3. On Z-shaped furring members, apply gypsum panels vertically (parallel to framing) with no end joints. Locate edge joints over furring members. et 4. Fastening Methods: Apply gypsum panels to supports with steel drill screws. C. Multilayer Application: GYPSUM BOARD 092900 - 6 Packet Pg. 3567 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. On ceilings, apply gypsum board indicated for base layers before applying base layers on walls/partitions; apply face layers in same sequence. Apply base layers at right angles to framing members and offset face-layer joints one framing member, 16 inches minimum, from parallel base-layer joints, unless otherwise indicated or required by fire-resistance- rated assembly. 2. On partitions/walls, apply gypsum board indicated for base layers and face layers vertically (parallel to framing) with joints of base layers located over stud or furring member and face-layer joints offset at least one stud or furring member with base-layer = joints unless otherwise indicated or required by fire-resistance-rated assembly. Stagger joints on opposite sides of partitions. 3. On Z-shaped furring members, apply base layer vertically (parallel to framing) and face .� layer either vertically(parallel to framing) or horizontally (perpendicular to framing)with vertical joints offset at least one furring member. Locate edge joints of base layer over furring members. 4. Fastening Methods: Fasten base layers and face layers separately to supports with screws. D. Laminating to Substrate: Where gypsum panels are indicated as directly adhered to a substrate (other than studs,joists, furring members, or base layer of gypsum board), comply with gypsum ' board manufacturer's written instructions and temporarily brace or fasten gypsum panels until N fastening adhesive has set. 3.4 INSTALLING TRIM ACCESSORIES cv r9 cv A. General: For trim with back flanges intended for fasteners, attach to framing with same fasteners used for panels. Otherwise, attach trim according to manufacturer's written instructions. B. Control Joints: Install control joints according to ASTM C 840 and in specific locations N approved by Architect for visual effect. W C. Interior Trim: Install in the following locations: c 1. Cornerbead: Use at outside corners unless otherwise indicated. 2. Bullnose Bead: Use at outside corners. 3. LC-Bead: Use at exposed panel edges. 4. L-Bead: Use where indicated. 5. U-Bead: Use at exposed panel edges. 6. Curved-Edge Cornerbead: Use at curved openings. D. Exterior Trim: Install in the following locations: 1. Cornerbead: Use at outside corners. 2. LC-Bead: Use at exposed panel edges. GYPSUM BOARD 092900 - 7 Packet Pg. 3568 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3.5 FINISHING GYPSUM BOARD A. General: Treat gypsum board joints, interior angles, edge trim, control joints, penetrations, fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for decoration. Promptly remove residual joint compound from adjacent surfaces. B. Prefill open joints and damaged surface areas. C. Apply joint tape over gypsum board joints, except for trim products specifically indicated as not intended to receive tape. D. Gypsum Board Finish Levels: Finish panels to levels indicated below and according to ASTM C 840: 1. Level 1: Ceiling plenum areas, concealed areas, and where indicated. c 2. Level 2: Panels that are substrate for tile. 3. Level 3: Where indicated on Drawings. 4. Level 4: At panel surfaces that will be exposed to view unless otherwise indicated. N r a. Primer and its application to surfaces are specified in Section 099123 "Interior Painting." 5. Level 5: Where indicated on Drawings. N N M a. Primer and its application to surfaces are specified in Section 099123 "Interior `44 Painting." E. Glass-Mat Gypsum Sheathing Board: Finish according to manufacturer's written instructions for FL use as exposed soffit board. ' N F. Glass-Mat Faced Panels: Finish according to manufacturer's written instructions. E 6 3.6 PROTECTION A. Protect adjacent surfaces from drywall compound and promptly remove from floors and other non-drywall surfaces. Repair surfaces stained, marred, or otherwise damaged during drywall application. B. Protect installed products from damage from weather, condensation, direct sunlight, construction, and other causes during remainder of the construction period. C. Remove and replace panels that are wet, moisture damaged, and mold damaged. E 1. Indications that panels are wet or moisture damaged include, but are not limited to, discoloration, sagging, or irregular shape. 2. Indications that panels are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration. GYPSUM BOARD 092900 - 8 Packet Pg. 3569 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual END OF SECTION 092900 0 cv cv CD cv M cv i cv m 0 U GYPSUM BOARD 092900 - 9 Packet Pg. 3570 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 096513 - RESILIENT BASE AND ACCESSORIES PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Resilient base. , N r 1.3 ACTION SUBMITTALS A. Product Data: For each type of product. N cv B. Samples: For each exposed product and for each color and texture specified, not less than 12 N incheslong. C. Samples for Initial Selection: For each type of product indicated. D. Samples for Verification: For each type of product indicated and for each color, texture, and pattern required in manufacturer's standard-size Samples,but not less than 12 inches long. E 0 E. Product Schedule: For resilient base and accessory products. 1.4 DELIVERY, STORAGE, AND HANDLING A. Store resilient products and installation materials in dry spaces protected from the weather,with ambient temperatures maintained within range recommended by manufacturer, but not less than 50 deg F or more than 90 deg F. _ 1.5 FIELD CONDITIONS m A. Maintain ambient temperatures within range recommended by manufacturer, but not less than 70 deg F or more than 95 deg F,in spaces to receive resilient products during the following time periods: 1. 48 hours before installation. 2. During installation. RESILIENT BASE AND ACCESSORIES 096513 - 1 Packet Pg. 3571 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3. 48 hours after installation. B. After installation and until Substantial Completion, maintain ambient temperatures within range recommended by manufacturer,but not less than 55 deg F or more than 95 deg F. C. Install resilient products after other finishing operations, including painting, have been completed. PART2 - PRODUCTS 2.1 VINYL BASE A. Product Standard: ASTM F 1861, Type TV(vinyl, thermoplastic). c 1. Group: I(solid,homogeneous). 2. Style and Location: , N r a. Style A, Straight: Provide in areas with carpet. b. Style B, Cove: Provide in areas with resilient flooring. B. Minimum Thickness: 0.125 inch. CD M C. Height: 4 inches. N i D. Lengths: Coils in manufacturer's standard length. z FL E. Outside Corners: Job formed. N m F. Inside Corners: Job formed. 0 G. Colors and Patterns: As selected by Architect from full range of industry colors. a 2.2 VINYL MOLDING ACCESSORY A. Description: Vinyl reducer strip for resilient flooring, joiner for tile and carpet and transition strips. B. Profile and Dimensions: As indicated. C. Locations: Provide vinyl molding accessories in areas indicated. E D. Colors and Patterns: As selected by Architect from full range of industry colors. RESILIENT BASE AND ACCESSORIES 096513 - 2 Packet Pg. 3572 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2.3 INSTALLATION MATERIALS A. Trowelable Leveling and Patching Compounds: Latex-modified, portland cement based or blended hydraulic-cement-based formulation provided or approved by resilient-product manufacturer for applications indicated. B. Adhesives: Water-resistant type recommended by resilient-product manufacturer for resilient products and substrate conditions indicated. _ C. Floor Polish: Provide protective, liquid floor-polish products recommended by resilient stair- tread manufacturer. .� PART 3 - EXECUTION 0 3.1 EXAMINATION A. Examine substrates, with Installer present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work. 1. Verify that finishes of substrates comply with tolerances and other requirements specified in other Sections and that substrates are free of cracks, ridges, depressions, scale, and foreign deposits that might interfere with adhesion of resilient products. � cv B. Proceed with installation only after unsatisfactory conditions have been corrected. e( 1. Installation of resilient products indicates acceptance of surfaces and conditions. N 3.2 PREPARATION E 0 A. Prepare substrates according to manufacturer's written instructions to ensure adhesion of resilient products. B. Fill cracks, holes, and depressions in substrates with trowelable leveling and patching compound; remove bumps and ridges to produce a uniform and smooth substrate. C. Do not install resilient products until they are the same temperature as the space where they are to be installed. 1. At least 48 hours in advance of installation, move resilient products and installation materials into spaces where they will be installed. D. Immediately before installation, sweep and vacuum clean substrates to be covered by resilient products. RESILIENT BASE AND ACCESSORIES 096513 - 3 Packet Pg. 3573 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3.3 RESILIENT BASE INSTALLATION A. Comply with manufacturer's written instructions for installing resilient base. B. Apply resilient base to walls, columns,pilasters, casework and cabinets in toe spaces, and other permanent fixtures in rooms and areas where base is required. C. Install resilient base in lengths as long as practical without gaps at seams and with tops of adjacent pieces aligned. D. Tightly adhere resilient base to substrate throughout length of each piece, with base in ' continuous contact with horizontal and vertical substrates. E. Do not stretch resilient base during installation. a F. On masonry surfaces or other similar irregular substrates, fill voids along top edge of resilient base with manufacturer's recommended adhesive filler material. G. Preformed Corners: Install preformed corners before installing straight pieces. N H. Job-Formed Corners: 1. Outside Corners: Use straight pieces of maximum lengths possible and form with returns N CD not less than 3 inches in length. C44 N a. Form without producing discoloration (whitening) at bends. e( 2. Inside Corners: Use straight pieces of maximum lengths possible and form with returns not less than 3 inches in length. N a. Miter or cope corners to minimize open joints. 0 3.4 RESILIENT ACCESSORY INSTALLATION A. Comply with manufacturer's written instructions for installing resilient accessories. B. Resilient Molding Accessories: Butt to adjacent materials and tightly adhere to substrates throughout length of each piece. Install reducer strips at edges of floor covering that would otherwise be exposed. 3.5 CLEANING AND PROTECTION A. Comply with manufacturer's written instructions for cleaning and protecting resilient products. B. Perform the following operations immediately after completing resilient-product installation: I. Remove adhesive and other blemishes from exposed surfaces. 2. Sweep and vacuum horizontal surfaces thoroughly. RESILIENT BASE AND ACCESSORIES 096513 - 4 Packet Pg. 3574 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3. Damp-mop horizontal surfaces to remove marks and soil. C. Protect resilient products from mars, marks, indentations, and other damage from construction operations and placement of equipment and fixtures during remainder of construction period. D. Floor Polish: Remove soil, visible adhesive, and surface blemishes from resilient stair treads before applying liquid floor polish. 1. Apply two coat(s). E. Cover resilient products subject to wear and foot traffic until Substantial Completion. END OF SECTION 096513 a 0 cv cv CD cv M cv i cv m 0 CD RESILIENT BASE AND ACCESSORIES 096513 - 5 Packet Pg. 3575 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 096813 - TILE CARPETING PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes modular carpet tile. B. Related Requirements: , N 1. Section 024119 "Selective Demolition" for removing existing floor coverings. 2. Section 096513 "Resilient Base and Accessories" for resilient wall base and accessories installed with carpet tile. N N 1.3 ACTION SUBMITTALS M N i A. Product Data: For each type of product. 1. Include manufacturer's written data on physical characteristics, durability, and fade , N resistance. � 2. Include manufacturer's written installation recommendations for each type of substrate. 0 B. Shop Drawings: For carpet tile installation,plans showing the following: 1. Columns, doorways, enclosing walls or partitions, built-in cabinets, and locations where cutouts are required in carpet tiles. 2. Carpet tile type, color, and dye lot. 3. Type of subfloor. 4. Type of installation. 5. Pattern of installation. 6. Pattern type, location, and direction. 7. Pile direction. 8. Type, color, and location of insets and borders. 9. Type, color, and location of edge, transition, and other accessory strips. E 10. Transition details to other flooring materials. C. Samples: For each of the following products and for each color and texture required. Label each Sample with manufacturer's name, material description, color,pattern, and designation indicated on Drawings and in schedules. TILE CARPETING 096813 - 1 Packet Pg. 3576 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Carpet Tile: Full-size Sample. 2. Exposed Edge, Transition, and Other Accessory Stripping: 12-inch-long Samples. D. Samples for Initial Selection: For each type of carpet tile. 1. Include Samples of exposed edge, transition, and other accessory stripping involving color or finish selection. E. Samples for Verification: For each of the following products and for each color and texture required. Label each Sample with manufacturer's name, material description, color,pattern, and designation indicated on Drawings and in schedules. .� 1. Carpet Tile: Full-size Sample. 2. Exposed Edge, Transition, and Other Accessory Stripping: 12-inch-long Samples. ;2 .0 0 F. Product Schedule: For carpet tile.Use same designations indicated on Drawings. G. Sustainable Product Certification: Provide ANSI/NSF 140 certification for carpet products. N r 1.4 IINFORMATIONAL SUBMITTALS A. Qualification Data: For Installer. N cv r9 B. Product Test Reports: For carpet tile, for tests performed by a qualified testing agency. i C. Sample Warranty: For special warranty. z 1.5 CLOSEOUT SUBMITTALS 44 E A. Maintenance Data: For carpet tiles to include in maintenance manuals. Include the following: 2 1. Methods for maintaining carpet tile, including cleaning and stain-removal products and 0 procedures and manufacturer's recommended maintenance schedule. 2. Precautions for cleaning materials and methods that could be detrimental to carpet tile. 1.6 MAINTENANCE MATERIAL SUBMITTALS A. Furnish extra materials, from the same product run, that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Carpet Tile: Full-size units equal to 5 percent of amount installed for each type indicated, but not less than 10 sq.yd. TILE CARPETING 096813 - 2 Packet Pg. 3577 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1.7 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who is certified by the International Certified Floorcovering Installers Association at the Commercial II certification level. 1.8 DELIVERY, STORAGE, AND HANDLING A. Comply with CRI's "CRI Carpet Installation Standard." 1.9 FIELD CONDITIONS A. Comply with CRI's "CRI Carpet Installation Standard" for temperature, humidity, and ventilation limitations. 0 B. Environmental Limitations: Do not deliver or install carpet tiles until spaces are enclosed and M weathertight, wet-work in spaces is complete and dry, and ambient temperature and humidity , conditions are maintained at levels planned for building occupants during the remainder of the N construction period. C. Do not install carpet tiles over concrete slabs until slabs have cured and are sufficiently dry to bond with adhesive and concrete slabs have pH range recommended by carpet tile � manufacturer. cvM N D. Where demountable partitions or other items are indicated for installation on top of carpet tiles, install carpet tiles before installing these items. et z FL 1.10 WARRANTY W E 2 A. Special Warranty for Carpet Tiles: Manufacturer agrees to repair or replace components of 0 carpet tle installation that fail in materials or workmanship within specified warranty period. 1. Warranty does not include deterioration or failure of carpet tile due to unusual traffic, failure of substrate,vandalism, or abuse. 2. Failures include,but are not limited to, the following: � a. More than 10 percent edge raveling, snags, and runs. b. Dimensional instability. C. Excess static discharge. d. Loss of tuft-bind strength. e. Loss of face fiber. f. Delamination. 3. Warranty Period: 10 years from date of Substantial Completion. TILE CARPETING 096813 - 3 Packet Pg. 3578 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual PART2 - PRODUCTS 2.1 CARPET TILE A. Color: As selected by Architect from manufacturer's full range. B. Pattern: To match existing. C. Primary Backing/Backcoating: Manufacturer's standard composite materials. D. Size: 24 by 24 inches. E. Applied Treatments: 1. Soil-Resistance Treatment: Manufacturer's standard treatment. 2. Antimicrobial Treatment: Manufacturer's standard treatment that protects carpet tiles as follows: , cv a. Antimicrobial Activity: Not less than 2-mm halo of inhibition for gram-positive bacteria, not less than 1-mm halo of inhibition for gram-negative bacteria, and no fungal growth, according to AATCC 174. cv F. Performance Characteristics: r9 cv 1. Appearance Retention Rating: Heavy traffic, 3.0 minimum according to ASTM D 7330. 2. Critical Radiant Flux Classification: Not less than 0.45 W/sq. cm according to NFPA 253. z 3. Dry Breaking Strength:Not less than 100 lbf according to ASTM D 2646. 4. Tuft Bind:Not less than 8 lbf according to ASTM D 1335. 5. Delamination: Not less than 4 lbf/in. according to ASTM D 3936. E 6. Dimensional Tolerance: Within 1/32 inch of specified size dimensions, as determined by 0 physical measurement. , 7. Dimensional Stability: 0.2 percent or less according to ISO 2551 (Aachen Test). 8. Colorfastness to Crocking:Not less than 4,wet and dry, according to AATCC 165. 9. Colorfastness to Light: Not less than 4 after 40 AFU (AATCC fading units) according to AATCC 16, Option E. 10. Electrostatic Propensity: Less than 2 kV according to AATCC 134. 2.2 INSTALLATION ACCESSORIES A. Trowelable Leveling and Patching Compounds: Latex-modified, hydraulic-cement-based formulation provided or recommended by carpet tile manufacturer. B. Adhesives: Water-resistant, mildew-resistant, nonstaining, pressure-sensitive type to suit products and subfloor conditions indicated, that comply with flammability requirements for installed carpet tile, and are recommended by carpet tile manufacturer for releasable installation. TILE CARPETING 096813 - 4 Packet Pg. 3579 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for maximum moisture content, alkalinity range, installation tolerances, and other conditions affecting carpet tile performance. s B. Examine carpet tile for type, color,pattern, and potential defects. C. Concrete Slabs: Verify that finishes comply with requirements specified in Section 033000 "Cast-in-Place Concrete" and that surfaces are free of cracks, ridges, depressions, scale, and foreign deposits. Z 1. Moisture Testing: Perform tests so that each test area does not exceed 200 sq. ft., and perform no fewer than three tests in each installation area and with test areas evenly spaced in installation areas. N r a. Anhydrous Calcium Chloride Test: ASTM F 1869. Proceed with installation only after substrates have maximum moisture-vapor-emission rate of 3 lb of water/1000 sq. ft. in 24 hours. `✓ b. Relative Humidity Test: Using in situ probes, ASTM F 2170. Proceed with N installation only after substrates have a maximum 75 percent relative humidity level measurement. C. Perform additional moisture tests recommended in writing by adhesive and carpet i tile manufacturers.Proceed with installation only after substrates pass testing. M D. Painted Subfloors: Perform bond test recommended in writing by adhesive manufacturer. N 1. Underlayment surface is flat, smooth, evenly planed, tightly jointed, and free of a, irregularities, gaps greater than 1/8 inch,protrusions more than 1/32 inch, and substances :5 that may interfere with adhesive bond or show through surface. E. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. General: Comply with CRI's "Carpet Installation Standards" and with carpet tile manufacturer's written installation instructions for preparing substrates indicated to receive carpet tile. s B. Use trowelable leveling and patching compounds, according to manufacturer's written instructions, to fill cracks, holes, depressions, and protrusions in substrates. Fill or level cracks, ai holes and depressions 1/8 inch-wide or wider, and protrusions more than 1/32 inch unless more stringent requirements are required by manufacturer's written instructions. C. Concrete Substrates: Remove coatings, including curing compounds, and other substances that are incompatible with adhesives and that contain soap, wax, oil, or silicone, without using TILE CARPETING 096813 - 5 Packet Pg. 3580 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual solvents. Use mechanical methods recommended in writing by adhesive and carpet tile manufacturers. D. Metal Substrates: Clean grease, oil, soil and rust, and prime if recommended in writing by adhesive manufacturer. Rough sand painted metal surfaces and remove loose paint. Sand aluminum surfaces,to remove metal oxides, immediately before applying adhesive. E. Broom and vacuum clean substrates to be covered immediately before installing carpet tile. 3.3 INSTALLATION ' A. General: Comply with CRI's "CRI Carpet Installation Standard," Section 18, "Modular Carpet" and with carpet tile manufacturer's written installation instructions. a Z 0 B. Installation Method: As recommended in writing by carpet tile manufacturer. C. Maintain dye-lot integrity. Do not mix dye lots in same area. , N r D. Maintain pile-direction patterns recommended in writing by carpet tile manufacturer. E. Cut and fit carpet tile to butt tightly to vertical surfaces, permanent fixtures, and built-in furniture including cabinets, pipes, outlets, edgings, thresholds, and nosings. Bind or seal cut N edges as recommended by carpet tile manufacturer. N F. Extend carpet tile into toe spaces, door reveals, closets, open-bottomed obstructions, removable flanges, alcoves, and similar openings. et z G. Maintain reference markers, holes, and openings that are in place or marked for future cutting by repeating on carpet tile as marked on subfloor. Use nonpermanent, nonstaining marking device. E 0 H. Install pattern parallel to walls and borders. , I. Access Flooring: Stagger joints of carpet tiles so carpet tile grid is offset from access flooring panel grid. Do not fill seams of access flooring panels with carpet adhesive; keep seams free of adhesive. 3.4 CLEANING AND PROTECTION A. Perform the following operations immediately after installing carpet tile: 1. Remove excess adhesive and other surface blemishes using cleaner recommended by carpet the manufacturer. 2. Remove yarns that protrude from carpet tile surface. 3. Vacuum carpet tile using commercial machine with face-beater element. TILE CARPETING 096813 - 6 Packet Pg. 3581 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual B. Protect installed carpet tile to comply with CRI's "Carpet Installation Standard," Section 20, "Protecting Indoor Installations." C. Protect carpet tile against damage from construction operations and placement of equipment and fixtures during the remainder of construction period. Use protection methods indicated or recommended in writing by carpet tile manufacturer. END OF SECTION 096813 0 cv cv CD cv M cv FL cv m 0 CD TILE CARPETING 096813 - 7 Packet Pg. 3582 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 099113 - EXTERIOR PAINTING PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes surface preparation and the application of paint systems on the following exterior substrates: 1. Steel and iron. , N r 1.3 DEFINITIONS A. MPI Gloss Level 1: Not more than five units at 60 degrees and 10 units at 85 degrees, according N CD to ASTM D 523. cv B. MPI Gloss Level 3: 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees, according to i ASTM D 523. FL C. MPI Gloss Level 4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees, according to ASTM D 523. "' m D. MPI Gloss Level 5: 35 to 70 units at 60 degrees, according to ASTM D 523. g g E. MPI Gloss Level 6: 70 to 85 units at 60 degrees, according to ASTM D 523. F. MPI Gloss Level 7: More than 85 units at 60 degrees, according to ASTM D 523. 1.4 ACTION SUBMITTALS A. Product Data: For each type of product. Include preparation requirements and application instructions. 1. Include printout of current "MPI Approved Products List" for each product category m specified,with the proposed product highlighted. 2. Indicate VOC content. e( B. Samples for Initial Selection: For each type of topcoat product. C. Samples for Verification: For each type of paint system and each color and gloss of topcoat. EXTERIOR PAINTING 099113 - 1 Packet Pg. 3583 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Submit Samples on rigid backing, 8 inches square. 2. Apply coats on Samples in steps to show each coat required for system. 3. Label each coat of each Sample. 4. Label each Sample for location and application area. D. Product List: Cross-reference to paint system and locations of application areas. Use same designations indicated on Drawings and in schedules. Include color designations. 1.5 MAINTENANCE MATERIAL SUBMITTALS A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Paint: 5 percent,but not less than 1 gal. of each material and color applied. c 1.6 DELIVERY, STORAGE, AND HANDLING , N r A. Store materials not in use in tightly covered containers in well-ventilated areas with ambient temperatures continuously maintained at not less than 45 deg F. 1. Maintain containers in clean condition, free of foreign materials and residue. CD 2. Remove rags and waste from storage areas daily. � cv i 1.7 FIELD CONDITIONS z A. Apply paints only when temperature of surfaces to be painted and ambient air temperatures are between 50 and 95 deg F. m 2 B. Do not apply paints in rain, fog, or mist; when relative humidity exceeds 85 percent; at 0 temperatures less than 5 deg F above the dew point; or to damp or wet surfaces. > EXTERIOR PAINTING 099113 - 2 Packet Pg. 3584 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual PART2 - PRODUCTS 2.1 MANUFACTURERS Benjamin Moore & Co. Sherwin Williams Glidden Professional Lanco Manufacturing Corp. 2.2 PAINT, GENERAL N A. MPI Standards: Products shall comply with MPI standards indicated and shall be listed in its >- "MPI Approved Products Lists." -� N B. Material Compatibility: N 1. Materials for use within each paint system shall be compatible with one another and i substrates indicated, under conditions of service and application as demonstrated by e( manufacturer,based on testing and field experience. 2. For each coat in a paint system, products shall be recommended in writing by topcoat manufacturers for use in paint system and on substrate indicated. N C. Colors: As selected by Architect from manufacturer's full range. 2 2.3 SOURCE QUALITY CONTROL A. Testing of Paint Materials: Owner reserves the right to invoke the following procedure: 1. Owner will engage the services of a qualified testing agency to sample paint materials. Contractor will be notified in advance and may be present when samples are taken. If paint materials have already been delivered to Project site, samples may be taken at Project site. Samples will be identified, sealed, and certified by testing agency. 2. Testing agency will perform tests for compliance with product requirements. 3. Owner may direct Contractor to stop applying paints if test results show materials being used do not comply with product requirements. Contractor shall remove noncomplying U paint materials from Project site, pay for testing, and repaint surfaces painted with rejected materials. Contractor will be required to remove rejected materials from previously painted surfaces if, on repainting with complying materials, the two paints are incompatible. EXTERIOR PAINTING 099113 - 3 Packet Pg. 3585 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work. B. Verify suitability of substrates, including surface conditions and compatibility, with existing finishes and primers. C. Proceed with coating application only after unsatisfactory conditions have been corrected. 1. Application of coating indicates acceptance of surfaces and conditions. a 0 3.2 PREPARATION A. Comply with manufacturer's written instructions and recommendations in "MPI Architectural N Painting Specification Manual" applicable to substrates and paint systems indicated. B. Remove hardware, covers,plates, and similar items already in place that are removable and are not to be painted. If removal is impractical or impossible because of size or weight of item, provide surface-applied protection before surface preparation and painting. cv 1. After completing painting operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface-applied protection. C. Clean substrates of substances that could impair bond of paints, including dust, dirt, oil, grease, and incompatible paints and encapsulants. E 1. Remove incompatible primers and re-prime substrate with compatible primers or apply tie coat as required to produce paint systems indicated. , D. Steel Substrates: Remove rust, loose mill scale, and shop primer if any. Clean using methods recommended in writing by paint manufacturer. 1. SSPC-SP 2. 2. SSPC-SP 3. _ 3. SSPC-SP 7/NACE No. 4. 4. SSPC-SP 11. E. Shop-Primed Steel Substrates: Clean field welds, bolted connections, and areas where shop paint is abraded. Paint exposed areas with the same material as used for shop priming to comply E with SSPC-PA I for touching up shop-primed surfaces. EXTERIOR PAINTING 099113 - 4 Packet Pg. 3586 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3.3 APPLICATION A. Apply paints according to manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual." 1. Use applicators and techniques suited for paint and substrate indicated. 2. Paint surfaces behind movable items same as similar exposed surfaces. Before final installation,paint surfaces behind permanently fixed items with prime coat only. 3. Paint both sides and edges of exterior doors and entire exposed surface of exterior door frames. 4. Paint entire exposed surface of window frames and sashes. 5. Do not paint over labels of independent testing agencies or equipment name, identification,performance rating, or nomenclature plates. 6. Primers specified in painting schedules may be omitted on items that are factory primed :g or factory finished if acceptable to topcoat manufacturers. 0 B. Tint undercoats same color as topcoat but tint each undercoat a lighter shade to facilitate identification of each coat if multiple coats of same material are to be applied.Provide sufficient difference in shade of undercoats to distinguish each separate coat. C. If undercoats or other conditions show through topcoat, apply additional coats until cured film W has a uniform paint finish, color, and appearance. N D. Apply paints to produce surface films without cloudiness, spotting, holidays, laps,brush marks, N roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks. 3.4 FIELD QUALITY CONTROL A. Dry Film Thickness Testing: Owner may engage the services of a qualified testing and inspecting agency to inspect and test paint for dry film thickness. 6 1. Contractor shall touch up and restore painted surfaces damaged by testing. 2. If test results show that dry film thickness of applied paint does not comply with paint manufacturer's written recommendations, Contractor shall pay for testing and apply y additional coats as needed to provide dry film thickness that complies with paint manufacturer's written recommendations. 3.5 CLEANING AND PROTECTION A. At end of each workday, remove rubbish, empty cans, rags, and other discarded materials from W Project site. B. After completing paint application, clean spattered surfaces. Remove spattered paints by washing, scraping, or other methods.Do not scratch or damage adjacent finished surfaces. EXTERIOR PAINTING 099113 - 5 Packet Pg. 3587 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual C. Protect work of other trades against damage from paint application. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and leave in an undamaged condition. D. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. 3.6 EXTERIOR PAINTING SCHEDULE A. Steel and Iron Substrates: ' 1. Water-Based Light Industrial Coating System: a. Prime Coat: Shop primer specified in Section where substrate is specified. b. Intermediate Coat: Light industrial coating, exterior, water based, matching topcoat. C. Topcoat: Light industrial coating, exterior, water based, semi-gloss (MPI Gloss N Level 5). B. Galvanized-Metal Substrates: cv CD 1. Latex System: � N a. Prime Coat: Primer, galvanized,water based. e( b. Intermediate Coat: Latex, exterior, matching topcoat. C. Topcoat: Latex, exterior, semi-gloss (MPI Gloss Level 5). W E 0 END OF SECTION 099113 EXTERIOR PAINTING 099113 - 6 Packet Pg. 3588 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 099123 - INTERIOR PAINTING PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes surface preparation and the application of paint systems on interior substrates, the following interior substrates: 1. Gypsum board. , 2. Steel and Iron. N 1.3 DEFINITIONS cv CD A. MPI Gloss Level 1: Not more than five units at 60 degrees and 10 units at 85 degrees, according � to ASTM D 523. C44 i B. MPI Gloss Level 2: Not more than 10 units at 60 degrees and 10 to 35 units at 85 degrees, according to ASTM D 523. z C. MPI Gloss Level 3: 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees, according to `44 m ASTM D 523. 0 D. MPI Gloss Level 4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees, according to ASTM D 523. E. MPI Gloss Level 5: 35 to 70 units at 60 degrees, according to ASTM D 523. F. MPI Gloss Level 6: 70 to 85 units at 60 degrees, according to ASTM D 523. G. MPI Gloss Level 7: More than 85 units at 60 degrees, according to ASTM D 523. 1.4 ACTION SUBMITTALS E A. Product Data: For each type of product. Include preparation requirements and application instructions. 1. Include Printout of current "MPI Approved Products List" for each product category specified,with the proposed product highlighted. 2. Indicate VOC content. INTERIOR PAINTING 099123 - 1 Packet Pg. 3589 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual B. Samples for Initial Selection: For each type of topcoat product. C. Samples for Verification: For each type of paint system and in each color and gloss of topcoat. 1. Submit Samples on rigid backing, 8 inches square. 2. Apply coats on Samples in steps to show each coat required for system. 3. Label each coat of each Sample. 4. Label each Sample for location and application area. D. Product List: Cross-reference to paint system and locations of application areas. Use same designations indicated on Drawings and in schedules. Include color designations. 1.5 MAINTENANCE MATERIAL SUBMITTALS A. Furnish extra materials, from the same product run, that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Paint: 5 percent,but not less than 1 gal. of each material and color applied. N 1.6 QUALITY ASSURANCE cv CD A. Mockups: Apply mockups of each paint system indicated and each color and finish selected to verify preliminary selections made under Sample submittals and to demonstrate aesthetic effects "' and set quality standards for materials and execution. e( 1. Architect will select one surface to represent surfaces and conditions for application of each paint system. cv a. Vertical and Horizontal Surfaces: Provide samples of at least 100 sq. ft. b. Other Items: Architect will designate items or areas required. 0 2. Final approval of color selections will be based on mockups. a. If preliminary color selections are not approved, apply additional mockups of additional colors selected by Architect at no added cost to Owner. 3. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Architect specifically approves such deviations in writing. 4. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. E 1.7 DELIVERY, STORAGE, AND HANDLING A. Store materials not in use in tightly covered containers in well-ventilated areas with ambient temperatures continuously maintained at not less than 45 deg F. INTERIOR PAINTING 099123 - 2 Packet Pg. 3590 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Maintain containers in clean condition,free of foreign materials and residue. 2. Remove rags and waste from storage areas daily. 1.8 FIELD CONDITIONS A. Apply paints only when temperature of surfaces to be painted and ambient air temperatures are between 50 and 95 deg F. B. Do not apply paints when relative humidity exceeds 85 percent; at temperatures less than 5 deg F above the dew point; or to damp or wet surfaces. ' PART2 - PRODUCTS 0 2.1 MANUFACTURERS Benjamin Moore & Co. N Sherwin Williams >' Glidden Professional cv CD cv M Lanco Manufacturing Corp. N i A. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include but are not limited to products listed in the Interior Painting Schedule for z the paint category indicated. u_ v c m 2.2 PAINT, GENERAL A. MPI Standards: Products shall comply with MPI standards indicated and shall be listed in its "MPI Approved Products Lists." B. Material Compatibility: 1. Materials for use within each paint system shall be compatible with one another and substrates indicated, under conditions of service and application as demonstrated by = manufacturer,based on testing and field experience. 2. For each coat in a paint system, products shall be recommended in writing by topcoat manufacturers for use in paint system and on substrate indicated. C. Colors: As selected by Architect from manufacturer's full range. 1. Ten percent of surface area will be painted with deep tones. INTERIOR PAINTING 099123 - 3 Packet Pg. 3591 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2.3 SOURCE QUALITY CONTROL A. Testing of Paint Materials: Owner reserves the right to invoke the following procedure: 1. Owner will engage the services of a qualified testing agency to sample paint materials. Contractor will be notified in advance and may be present when samples are taken. If paint materials have already been delivered to Project site, samples may be taken at Project site. Samples will be identified, sealed, and certified by testing agency. s 2. Testing agency will perform tests for compliance with product requirements. 3. Owner may direct Contractor to stop applying paints if test results show materials being used do not comply with product requirements. Contractor shall remove noncomplying .� paint materials from Project site, pay for testing, and repaint surfaces painted with rejected materials. Contractor will be required to remove rejected materials from previously painted surfaces if, on repainting with complying materials, the two paints are incompatible. c PART 3 - EXECUTION cv 3.1 EXAMINATION A. Examine substrates and conditions, with Applicator present, for compliance with requirements CD N for maximum moisture content and other conditions affecting performance of the Work. M cv B. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows: et 1. Gypsum Board: 12 percent. C. Gypsum Board Substrates: Verify that finishing compound is sanded smooth. E D. Verify suitability of substrates, including surface conditions and compatibility, with existing 0 finishes and primers. E. Proceed with coating application only after unsatisfactory conditions have been corrected. 1. Application of coating indicates acceptance of surfaces and conditions. � 3.2 PREPARATION A. Comply with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual" applicable to substrates and paint systems indicated. E B. Remove hardware, covers,plates, and similar items already in place that are removable and are not to be painted. If removal is impractical or impossible because of size or weight of item, provide surface-applied protection before surface preparation and painting. INTERIOR PAINTING 099123 - 4 Packet Pg. 3592 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. After completing painting operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface-applied protection if any. C. Clean substrates of substances that could impair bond of paints, including dust, dirt, oil, grease, and incompatible paints and encapsulants. 1. Remove incompatible primers and reprime substrate with compatible primers or apply tie coat as required to produce paint systems indicated. 3.3 APPLICATION ' A. Apply paints according to manufacturer's written instructions and to recommendations in "MPI Manual." -a Z 0 1. Use applicators and techniques suited for paint and substrate indicated. 2. Paint surfaces behind movable equipment and furniture same as similar exposed surfaces. Before final installation, paint surfaces behind permanently fixed equipment or furniture with prime coat only. N 3. Paint front and backsides of access panels, removable or hinged covers, and similar hinged items to match exposed surfaces. 4. Do not paint over labels of independent testing agencies or equipment name, W identification,performance rating, or nomenclature plates. 5. Primers specified in painting schedules may be omitted on items that are factory primed or factory finished if acceptable to topcoat manufacturers. i B. Tint each undercoat a lighter shade to facilitate identification of each coat if multiple coats of same material are to be applied. Tint undercoats to match color of topcoat but provide sufficient difference in shade of undercoats to distinguish each separate coat. N C. If undercoats or other conditions show through topcoat, apply additional coats until cured film :5 has a uniform paint finish, color, and appearance. D. Apply paints to produce surface films without cloudiness, spotting, holidays, laps,brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks. 3.4 FIELD QUALITY CONTROL A. Dry Film Thickness Testing: Owner may engage the services of a qualified testing and inspecting agency to inspect and test paint for dry film thickness. 1. Contractor shall touch up and restore painted surfaces damaged by testing. 2. If test results show that dry film thickness of applied paint does not comply with paint manufacturer's written recommendations, Contractor shall pay for testing and apply additional coats as needed to provide dry film thickness that complies with paint manufacturer's written recommendations. INTERIOR PAINTING 099123 - 5 Packet Pg. 3593 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3.5 CLEANING AND PROTECTION A. At end of each workday, remove rubbish, empty cans, rags, and other discarded materials from Project site. B. After completing paint application, clean spattered surfaces. Remove spattered paints by washing, scraping, or other methods.Do not scratch or damage adjacent finished surfaces. C. Protect work of other trades against damage from paint application. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and leave in an undamaged condition. .� D. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. 0 3.6 INTERIOR PAINTING SCHEDULE A. Gypsum Board Substrates: 1. Institutional Low-Odor/VOC Latex System MPI INT 9.2M: a. Prime Coat: Primer sealer,interior,institutional low odor/VOC, MPI 4149. CD b. For a Premium Grade system, "MPI Manual" requires intermediate coat; delete "' first"Intermediate Coat" Subparagraph below for a Budget Grade system. C. Intermediate Coat: Latex,interior,institutional low odor/VOC, matching topcoat. d. Topcoat: Latex, interior, institutional low odor/VOC (MPI Gloss Level 3), MPI 4145. E 0 B. Steel and Iron Substrates: , 1. Water-Based Light Industrial Coating System: a. Prime Coat: Shop primer specified in Section where substrate is specified. b. Intermediate Coat: Light industrial coating, exterior, water based, matching topcoat. _ C. Topcoat: Light industrial coating, exterior, water based, semi-gloss (MPI Gloss Level 5). END OF SECTION 099123 INTERIOR PAINTING 099123 - 6 Packet Pg. 3594 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 133419 - METAL BUILDING SYSTEMS PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Structural-steel framing. 2. Metal roof panels. 3. Metal wall panels. 4. Metal soffit panels. 5. Personnel doors and frames. 6. Horizontal sliding doors. N 7. Translucent panels. N 8. Accessories. i 1.3 DEFINITIONS A. Terminology Standard: See MBMA's "Metal Building Systems Manual" for definitions of terms 44 for metal building system construction not otherwise defined in this Section or in standards E referenced by this Section. 0 1.4 COORDINATION A. Coordinate metal panel assemblies with rain drainage work, flashing, trim, and construction of supports and other adjoining work to provide a leakproof, secure, and noncorrosive installation. 1.5 PREINSTALLATION MEETINGS A. Pre-installation Conference: Conduct conference at Project site. m 1. Review methods and procedures related to metal building systems including, but not limited to, the following: a. Condition of preparatory work performed by other trades. b. Structural load limitations. METAL BUILDING SYSTEMS 133419 - 1 Packet Pg. 3595 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual C. Construction schedule. Verify availability of materials and erector's personnel, equipment, and facilities needed to make progress and avoid delays. d. Required tests,inspections, and certifications. e. Unfavorable weather and forecasted weather conditions and impact on construction schedule. 2. Review methods and procedures related to metal roof panel assemblies including,but not limited to, the following: s a. Compliance with requirements for purlin and rafter conditions, including flatness and attachment to structural members. .� b. Structural limitations of purlins and rafters during and after roofing. C. Flashings, special roof details, roof drainage, roof penetrations, equipment curbs, and condition of other construction that will affect metal roof panels. d. Temporary protection requirements for metal roof panel assembly during and after 0 installation. .� e. Roof observation and repair after metal roof panel installation. 3. Review methods and procedures related to metal wall panel assemblies including,but not limited to, the following: w a. Compliance with requirements for support conditions, including alignment W between and attachment to structural members. b. Structural limitations of girts and columns during and after wall panel installation. C. Flashings, special siding details, wall penetrations, openings, and condition of other construction that will affect metal wall panels. d. Temporary protection requirements for metal wall panel assembly during and after installation. e. Wall observation and repair after metal wall panel installation. N m 1.6 ACTION SUBMITTALS c A. Product Data: For each type of metal building system component. 1. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for the following: a. Metal roof panels. b. Metal wall panels. C. Metal soffit panels. d. Personnel doors and frames. e. Windows. f. Translucent roof panels. g. Roof ventilators. h. Louvers. B. Shop Drawings: Indicate components by others. Include full building plan, elevations, sections, details and the following: METAL BUILDING SYSTEMS 133419 - 2 Packet Pg. 3596 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Structural-Framing Drawings: Show complete fabrication of primary and secondary framing; include provisions for openings. Indicate welds and bolted connections, distinguishing between shop and field applications. Include transverse cross-sections. a. Show provisions for attaching roof curbs. 2. Metal Roof and Wall Panel Layout Drawings: Show layouts of panels including methods of support. Include details of edge conditions, panel profiles, comers, anchorages, s clip spacing, trim, flashings, closures, and special details. Distinguish between factory- and field-assembled work; show locations of exposed fasteners. a. Show roof-mounted items including pipe supports and penetrations, lighting fixtures, and items mounted on roof curbs. b. Show wall-mounted items including personnel doors, oversized doors, windows, louvers, and lighting fixtures. 0 C. Show translucent panels. 3. Accessory Drawings: Include details of the following items, at a scale of not less than 1- 1/2 inches per 12 inches: a. Flashing and trim. b. Gutters. C. Downspouts. cv r9 C. Samples for Initial Selection: For units with factory-applied finishes. i D. Delegated-Design Submittal: For metal building systems. 1. Include analysis data indicating compliance with performance requirements and design data signed and sealed by the qualified professional engineer responsible for their W preparation. :5 6 1.7 INFORMATIONAL SUBMITTALS A. Qualification Data: For erector. y B. Welding certificates. C. Letter of Design Certification: Signed and sealed by a qualified professional engineer. Include the following: 1. Name and location of Project. 2. Order number. E 3. Name of manufacturer. 4. Name of Contractor. 5. Building dimensions including width, length,height, and roof slope. 6. Indicate compliance with AISC standards for hot-rolled steel and AISI standards for cold- rolled steel,including edition dates of each standard. METAL BUILDING SYSTEMS 133419 - 3 Packet Pg. 3597 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 7. Governing building code and year of edition. 8. Design Loads: Include dead load, roof live load, collateral loads, roof snow load, deflection, wind loads/speeds and exposure, seismic design category or effective peak i velocity-related acceleration/peak acceleration, and auxiliary loads (cranes). 9. Load Combinations: Indicate that loads were applied acting simultaneously with concentrated loads, according to governing building code. 10. Building-Use Category: Indicate category of building use and its effect on load importance factors. _ D. Erector Certificates: For qualified erector, from manufacturer. E. Material Test Reports: For each of the following products: 1. Structural steel including chemical and physical properties. 2. Bolts,nuts, and washers including mechanical properties and chemical analysis. 0 3. Tension-control,high-strength,bolt-nut-washer assemblies. 4. Shop primers. F. Source quality-control reports. G. Field quality-control reports. H. Sample Warranties: For special warranties. CD N N 1.8 CLOSEOUT SUBMITTALS e( A. Maintenance Data: For metal panel finishes to include in maintenance manuals. m 1.9 QUALITY ASSURANCE E 0 A. Manufacturer Qualifications: A qualified manufacturer. , 1. Accreditation: Manufacturer's facility accredited according to the International Accreditation Service's AC472, "Accreditation Criteria for Inspection Programs for Manufacturers of Metal Building Systems." 2. Engineering Responsibility: Preparation of comprehensive engineering analysis and Shop Drawings by a professional engineer who is legally qualified to practice in jurisdiction where Project is located. B. Erector Qualifications: An experienced erector who specializes in erecting and installing work similar in material design and extent to that indicated for this Project and who is acceptable to manufacturer. E C. Welding Qualifications: Qualify procedures and personnel according to the following: 1. AWS D1.1/D1.1M, "Structural Welding Code - Steel." 2. AWS D1.3, "Structural Welding Code - Sheet Steel." METAL BUILDING SYSTEMS 133419 - 4 Packet Pg. 3598 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1.10 DELIVERY, STORAGE, AND HANDLING A. Deliver components, sheets, panels, and other manufactured items so as not to be damaged or deformed.Package metal panels for protection during transportation and handling. B. Unload, store, and erect metal panels in a manner to prevent bending, warping, twisting, and surface damage. C. Stack metal panels horizontally on platforms or pallets, covered with suitable weathertight and ventilated covering. Store metal panels to ensure dryness, with positive slope for drainage of water. Do not store metal panels in contact with other materials that might cause staining, .� denting, or other surface damage. 1.11 FIELD CONDITIONS A. Weather Limitations: Proceed with panel installation only when weather conditions permit metal panels to be installed according to manufacturers' written instructions and warranty requirements. 1.12 WARRANTY cv A. Special Warranty on Metal Panel Finishes: Manufacturer agrees to repair finish or replace metal panels that show evidence of deterioration of factory-applied finishes within specified warranty period. 1. Exposed Panel Finish: Deterioration includes,but is not limited to, the following: a. Color fading more than 5 Hunter units when tested according to ASTM D 2244. b. Chalking in excess of a No. 8 rating when tested according to ASTM D 4214. C. Cracking, checking,peeling, or failure of paint to adhere to bare metal. 0 2. Finish Warranty Period: 10 years from date of Substantial Completion. B. Special Weathertightness Warranty for Standing-Seam Metal Roof Panels: Manufacturer agrees to repair or replace standing-seam metal roof panel assemblies that leak or otherwise fail to remain weathertight within specified warranty period. 1. Warranty Period: 20 years from date of Substantial Completion. PART2 - PRODUCTS 2.1 MANUFACTURERS A. To match existing building manufacturer. METAL BUILDING SYSTEMS 133419 - 5 Packet Pg. 3599 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual B. Source Limitations: Obtain metal building system components, including primary and secondary framing and metal panel assemblies, from single source from single manufacturer. 2.2 SYSTEM DESCRIPTION A. Provide a complete, integrated set of mutually dependent components and assemblies that form a metal building system capable of withstanding structural and other loads, thermally induced movement, and exposure to weather without failure or infiltration of water into building interior. B. Roof System: Manufacturer's standard metal roof panels to match existing. C. Exterior Wall System: Manufacturer's standard metal wall panels to match existing. a 0 2.3 PERFORMANCE REQUIREMENTS A. Delegated Design: Engage a qualified professional engineer, as defined in Section 014000 "Quality Requirements," to design metal building system. B. Structural Performance: Metal building systems shall withstand the effects of gravity loads and the following loads and stresses within limits and under conditions indicated according to C44 procedures in MBMA's "Metal Building Systems Manual." cv I. Design Loads: As indicated on Drawings. i 2. Deflection and Drift Limits: Design metal building system assemblies to withstand serviceability design loads without exceeding deflections and drift limits recommended in U_ AISC Steel Design Guide No. 3 "Serviceability Design Considerations for Steel cv Buildings." 3. Deflection and Drift Limits:No greater than the following: E 6 a. Purlins and Rafters: Vertical deflection of 1/240 of the span. , b. Girts: Horizontal deflection of 1/180 of the span. C. Metal Roof Panels: Vertical deflection of 1/240 of the span. d. Metal Wall Panels: Horizontal deflection of 1/240 of the span. e. Design secondary-framing system to accommodate deflection of primary framing and construction tolerances, and to maintain clearances at openings. C. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes by preventing buckling, opening of joints, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Base calculations on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss. 1. Temperature Change: 120 deg F, ambient; 180 deg F,material surfaces. D. Structural Performance for Metal Roof and Wall Panels: Provide metal panel systems capable of withstanding the effects of the following loads,based on testing according to ASTM E 1592: METAL BUILDING SYSTEMS 133419 - 6 Packet Pg. 3600 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Wind Loads: As indicated on Drawings. 2.4 STRUCTURAL-STEEL FRAMING A. Structural Steel: Comply with AISC 360, "Specification for Structural Steel Buildings." B. Bolted Connections: Comply with RCSC's "Specification for Structural Joints Using High- Strength Bolts." _ C. Cold-Formed Steel: Comply with AISI's "North American Specification for the Design of Cold- Formed Steel Structural Members" for design requirements and allowable stresses. D. Primary Framing: Manufacturer's standard primary-framing system, designed to withstand a required loads and specified requirements. Primary framing includes transverse and lean-to frames; rafters, rake, and canopy beams; sidewall, intermediate, end-wall, and corner columns; and wind bracing. 1. General: Provide frames with attachment plates, bearing plates, and splice members. N Factory drill for field-bolted assembly.Provide frame span and spacing indicated. a. Slight variations in span and spacing may be acceptable if necessary to comply with manufacturer's standard, as approved by Architect. N M E. Secondary Framing: Manufacturer's standard secondary framing, including purlins, girts, eave N struts, flange bracing, base members, gable angles, clips, headers, jambs, and other miscellaneous structural members. Unless otherwise indicated, fabricate framing from either et cold-formed, structural-steel sheet or roll-formed, metallic-coated steel sheet, pre-painted with coil coating, to comply with the following: N W F. Materials: 0 1. W-Shapes: ASTM A 992/A 992M; ASTM A 572/A 572M, Grade 50 or 55; or , ASTM A 529/A 529M, Grade 50 or 55. 2. Channels, Angles, M-Shapes, and S-Shapes: ASTM A 36/A 36M; ASTM A 572/A 572M, Grade 50 or 55; or ASTM A 529/A 529M, Grade 50 or 55. 3. Plate and Bar: ASTM A 36/A 36M; ASTM A 572/A 572M, Grade 50 or 55; or ASTM A 529/A 529M, Grade 50 or 55. 4. Steel Pipe: ASTM A 53/A 53M, Type E or S, Grade B. 5. Cold-Formed Hollow Structural Sections: ASTM A 500, Grade B or C, structural tubing. 6. Structural-Steel Sheet: Hot-rolled, ASTM A 1011/A 1O11M, Structural Steel (SS), Grades 30 through 55, or High-Strength Low-Alloy Steel (HSLAS) or High-Strength Low-Alloy Steel with Improved Formability (HSLAS-F), Grades 45 through 70; or cold- rolled, ASTM A 1008/A 1008M, Structural Steel (SS), Grades 25 through 80, or HSLAS, Grades 45 through 70. 7. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, SS, Grades 33 through 80, or < HSLAS or HSLAS-F, Grades 50 through 80; with G60 coating designation; mill phosphatized. METAL BUILDING SYSTEMS 133419 - 7 Packet Pg. 3601 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 8. Metallic-Coated Steel Sheet Pre-painted with Coil Coating: Steel sheet, metallic coated by the hot-dip process and pre-painted by the coil-coating process to comply with ASTM A 755/A 755M. a. Zinc-Coated (Galvanized) Steel Sheet: ASTM A 653/A 653M, SS, Grades 33 through 80, or HSLAS or HSLAS-F, Grades 50 through 80; with G90 coating designation. b. Aluminum-Zinc Alloy-Coated Steel Sheet: ASTM A 792/A 792M, SS, Grade 50 or 80;with Class AZ50 coating. 9. Structural Bolts, Nuts, and Washers: ASTM A 325, Type 1, heavy-hex steel structural .� bolts; ASTM A 563 heavy-hex carbon-steel nuts; and ASTM F 436 hardened carbon- steel washers. a. Finish: Hot-dip zinc coating, ASTM F 2329, Class C. c G. Finish: Factory primed. Apply specified primer immediately after cleaning and pretreating. 1. Clean and prepare in accordance with SSPC-SP2. `44 2. Coat with manufacturer's standard primer. Apply primer to primary and secondary framing to a minimum dry film thickness of 1 mil. w a. Prime secondary framing formed from uncoated steel sheet to a minimum dry film N thickness of 0.5 mil on each side. cv i 2.5 METAL ROOF PANELS A. Metal Roof Panels: To match existing. cv m B. Finishes: 0 1. Exposed Coil-Coated Finish: , a. Two-Coat Fluoropolymer: AAMA 621. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. 2. Concealed Finish: Apply pretreatment and manufacturer's standard white or light-colored acrylic or polyester backer finish, consisting of prime coat and wash coat with a minimum total dry film thickness of 0.5 mil. 2.6 METAL WALL PANELS A. Metal Wall Panels: To match existing. B. Finishes: METAL BUILDING SYSTEMS 133419 - 8 Packet Pg. 3602 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Exposed Coil-Coated Finish: a. Two-Coat Fluoropolymer: AAMA 621. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. 2. Concealed Finish: Apply pretreatment and manufacturer's standard white or light-colored acrylic or polyester backer finish, consisting of prime coat and wash coat with a minimum total dry film thickness of 0.5 mil. 2.7 METAL SOFFIT PANELS A. General: Provide factory-formed metal soffit panels designed to be installed by lapping and c interconnecting side edges of adjacent panels and mechanically attaching through panel to supports using concealed fasteners and factory-applied sealant in side laps. Include accessories required for weathertight installation. N B. Metal Soffit Panels: Match profile and material of metal wall panels. 1. Finish: To match existing. N CD 2.8 PERSONNEL DOORS AND FRAMES `44 i A. Swinging Personnel Doors and Frames: Metal building system manufacturer's standard doors and frames; prepared and reinforced at strike and at hinges to receive factory- and field-applied hardware according to BHMA A156 Series. N W 1. Steel Doors: 1-3/4 inches thick; fabricated from metallic-coated steel face sheets, 0.036- E inch nominal uncoated steel thickness, of seamless, hollow-metal construction; with 0 0.060-inch nominal uncoated steel thickness, inverted metallic-coated steel channels , welded to face sheets at top and bottom of door. a. Design: Flush panel. b. Core: Polystyrene foam with U-factor rating of at least 0.16 Btu/sq. ft.x h x deg F. � 2. Steel Frames: Fabricate 2-inch-wide face frames from zinc-coated (galvanized) or aluminum-zinc alloy-coated steel sheet, 0.060-inch nominal uncoated steel thickness. s a. Type: Factory welded. 3. Fabricate concealed stiffeners, reinforcement, edge channels, and moldings from either cold-or hot-rolled steel sheet. 4. Hardware: a. Provide hardware for each door leaf, as follows: METAL BUILDING SYSTEMS 133419 - 9 Packet Pg. 3603 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1) Hinges: BHMA A156.1. Three plain-bearing, standard-weight, full-mortise, stainless-steel or bronze, template-type hinges; 4-1/2 by 4-1/2 inches, with nonremovable pin. 2) Lockset: BHMA A156.2. Key-in-lever cylindrical type. 3) Exit Device: BHMA A156.3. Touch-or push-bar type. 4) Threshold: BHMA A156.21. Extruded aluminum. 5) Silencers: Pneumatic rubber; three silencers on strike jambs of single door frames and two silencers on heads of double door frames. 6) Closer: BHMA A156.4. Surface-applied, standard-duty hydraulic type. 7) Weather Stripping: Vinyl applied to head and jambs, with vinyl sweep at sill. 5. Anchors and Accessories: Manufacturer's standard units, galvanized according to ASTM A 123/A 123M. 6. Fabrication: Fabricate doors and frames to be rigid; neat in appearance; and free from 0 defects, warp, or buckle. Provide continuous welds on exposed joints; grind, dress, and make welds smooth, flush, and invisible. cv B. Materials: C~ 1. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B, LLj suitable for exposed applications. C, 2. Hot-Rolled Steel Sheet: ASTM A 1011/A 1011M, CS, Type B; free of scale, pitting, or `CD D surface defects;pickled and oiled. N C. Finishes for Personnel Doors and Frames: 1. Prime Finish: Factory-apply manufacturer's standard primer immediately after cleaning and pretreating. N m a. Shop Primer: Manufacturer's standard, fast-curing, lead- and chromate-free primer M complying with SDI A250.10 acceptance criteria; recommended by primer 6 manufacturer for substrate; compatible with substrate and field-applied coatings despite prolonged exposure. 2. Factory-Applied Paint Finish: Manufacturer's standard, complying with SDI A250.3 for performance and acceptance criteria. a. Color and Gloss: As selected by Architect from manufacturer's full range. 2.9 HORIZONTAL SLIDING DOORS A. Horizontal-Sliding Doors: Manufacturer's standard horizontal-sliding door assembly including structural frame, door panels,brackets, guides,tracks,hardware, and installation accessories. 1. Door Frames: Channels and zees; metallic-coated steel sheet or structural-steel shapes, 0.060-inch nominal uncoated steel thickness. 2. Door Panels: Same material and finish as metal wall panels. METAL BUILDING SYSTEMS 133419 - 10 Packet Pg. 3604 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3. Hardware: Manufacturer's standard metallic-coated steel track, bottom guides, lock angles for side closure, and brackets. Support each door leaf by two four-wheel trolleys. Provide metallic-coated steel handle for each leaf, and slide bolt or padlock hasp. Flash top of track with metallic-coated steel sheet hood. 2.10 TRANSLUCENT PANELS A. Uninsulated Translucent Panels: Glass-fiber-reinforced polyester, translucent plastic; complying with ASTM D 3 84 1, Type CC2 (general purpose), Grade 1 (weather resistant); smooth finish on both sides. Match profile of adjacent metal panels. .� 1. Roof Panel Weight: Not less than 8 oz./sq. ft. 2. Light Transmittance: Not less than 55 percent according to ASTM D 1494. ;2 3. Metal Edge: Fabricate full length of each side of panel with metal edge for seaming into .0 0 standing-seam roof panel joint. 4. Color: White. B. Mastic for Translucent Panels: Non-staining, saturated vinyl polymer as recommended by translucent panel manufacturer for sealing laps. C. Performance: W cv 1. Surface-Burning Characteristics: As determined by testing identical products according to ASTM E 84 by a qualified testing agency. Identify products with appropriate markings CD of applicable testing agency. i a. Flame-Spread Index: 25 or less. b. Smoke-Developed Index: 450 or less. 2.11 ACCESSORIES 0 A. General: Provide accessories as standard with metal building system manufacturer and as specified. Fabricate and finish accessories at the factory to greatest extent possible, by manufacturer's standard procedures and processes. Comply with indicated profiles and with dimensional and structural requirements. 1. Form exposed sheet metal accessories that are without excessive oil-canning, buckling, and tool marks and that are true to line and levels indicated, with exposed edges folded s back to form hems. B. Roof Panel Accessories: Provide components required for a complete metal roof panel assembly including copings, fasciae, corner units, ridge closures, clips, sealants, gaskets, fillers, closure strips, and similar items. Match material and finish of metal roof panels unless otherwise indicated. I. Closures: Provide closures at eaves and ridges, fabricated of same material as metal roof panels. METAL BUILDING SYSTEMS 133419 - 11 Packet Pg. 3605 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2. Clips: Manufacturer's standard, formed from steel sheet, designed to withstand negative- load requirements. 3. Cleats: Manufacturer's standard, mechanically seamed cleats formed from steel sheet. 4. Backing Plates: Provide metal backing plates at panel end splices, fabricated from material recommended by manufacturer. 5. Closure Strips: Closed-cell, expanded, cellular, rubber or crosslinked,polyolefin-foam or closed-cell laminated polyethylene; minimum 1-inch-thick, flexible closure strips; cut or pre-molded to match metal roof panel profile. Provide closure strips where indicated or = necessary to ensure weathertight construction. 6. Thermal Spacer Blocks: Where metal panels attach directly to purlins, provide thermal spacer blocks of thickness required to provide I-inch standoff, fabricated from extruded .� polystyrene. C. Wall Panel Accessories: Provide components required for a complete metal wall panel assembly includingfasciae mullions sills corner units clips, sealants gaskets, fillers closure 0 copings,p gs> s p > > g c strips, and similar items. Match material and finish of metal wall panels unless otherwise indicated. 1. Closures: Provide closures at eaves and rakes, fabricated of same material as metal wall panels. 2. Backing Plates: Provide metal backing plates at panel end splices, fabricated from material recommended by manufacturer. c, 3. Closure Strips: Closed-cell, expanded, cellular, rubber or crosslinked,polyolefin-foam or N closed-cell laminated polyethylene; minimum 1-inch-thick, flexible closure strips; cut or N pre-molded to match metal wall panel profile. Provide closure strips where indicated or necessary to ensure weathertight construction. D. Flashing and Trim: Zinc-coated (galvanized) or aluminum-zinc alloy-coated steel sheet, 0.018- inch nominal uncoated steel thickness, pre-painted with coil coating; finished to match adjacent N metal panels. E 1. Provide flashing and trim as required to seal against weather and to provide finished c appearance. Locations include,but are not limited to, eaves, rakes, corners,bases, framed openings,ridges,fasciae, and fillers. 2. Opening Trim: Zinc-coated (galvanized) or aluminum-zinc alloy-coated steel sheet, 0.018-inch nominal uncoated steel thickness, pre-painted with coil coating. Trim head In and jamb of door openings, and head,jamb, and sill of other openings. E. Gutters: Zinc-coated (galvanized) or aluminum-zinc alloy-coated steel sheet, 0.018-inch nominal uncoated steel thickness, pre-painted with coil coating; finished to match roof fascia s and rake trim. Match profile of gable trim, complete with end pieces, outlet tubes, and other special pieces as required. Fabricate in minimum 96-inch-long sections, sized according to SMACNA's "Architectural Sheet Metal Manual." E I. Gutter Supports: Fabricated from same material and finish as gutters. 2. Strainers: Bronze, copper, or aluminum wire ball type at outlets. METAL BUILDING SYSTEMS 133419 - 12 Packet Pg. 3606 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual F. Downspouts: Zinc-coated (galvanized) or aluminum-zinc alloy-coated steel sheet, 0.018-inch nominal uncoated steel thickness, pre-painted with coil coating; finished to match metal wall panels. Fabricate in minimum 10-foot-long sections, complete with formed elbows and offsets. 1. Mounting Straps: Fabricated from same material and finish as gutters. G. Materials: 1. Fasteners: Self-tapping screws, bolts, nuts, self-locking rivets and bolts, end-welded studs, and other suitable fasteners designed to withstand design loads. Provide fasteners with heads matching color of materials being fastened by means of plastic caps or .� factory-applied coating. a. Fasteners for Metal Roof Panels: Self-drilling or self-tapping, zinc-plated, hex- head carbon-steel screws, with a stainless-steel cap or zinc-aluminum-alloy head 0 and EPDM sealing washer. b. Fasteners for Metal Roof Panels: Self-drilling, Type 410 stainless steel or self- tapping, Type 304 stainless-steel or zinc-alloy-steel hex washer head, with EPDM washer under heads of fasteners bearing on weather side of metal panels. C. Fasteners for Metal Wall Panels: Self-drilling or self-tapping, zinc-plated, hex- head carbon-steel screws,with EPDM sealing washers bearing on weather side of ii metal panels. CD d. Fasteners for Metal Wall Panels: Self-drilling, Type 410 stainless steel or self- CD tapping, Type 304 stainless-steel or zinc-alloy-steel hex washer head,with EPDM N sealing washers bearing on weather side of metal panels. e. Fasteners for Flashing and Trim: Blind fasteners or self-drilling screws with hex washer head. f. Blind Fasteners: High-strength aluminum or stainless-steel rivets. cv 2. Corrosion-Resistant Coating: Cold-applied asphalt mastic, compounded for 15-mil dry W film thickness per coat. Provide inert-type noncorrosive compound free of asbestos :5 fibers, sulfur components, and other deleterious impurities. c 3. Nonmetallic, Shrinkage-Resistant Grout: ASTM C 1107/C 1107M, factory-packaged, nonmetallic aggregate grout, noncorrosive, non-staining, mixed with water to consistency suitable for application and a 30-minute working time. 4. Metal Panel Sealants: a. Sealant Tape: Pressure-sensitive, 100 percent solids, gray polyisobutylene- compound sealant tape with release-paper backing. Provide permanently elastic, _ non-sag,nontoxic,non-staining tape of manufacturer's standard size. _ b. Joint Sealant: ASTM C 920; one part elastomeric polyurethane or polysulfide; of type, grade, class, and use classifications required to seal joints in metal panels and remain weathertight; and as recommended by metal building system manufacturer. m E 2.12 FABRICATION A. General: Design components and field connections required for erection to permit easy assembly. METAL BUILDING SYSTEMS 133419 - 13 Packet Pg. 3607 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Mark each piece and part of the assembly to correspond with previously prepared erection drawings, diagrams, and instruction manuals. 2. Fabricate structural framing to produce clean, smooth cuts and bends. Punch holes of proper size, shape, and location. Members shall be free of cracks, tears, and ruptures. B. Tolerances: Comply with MBMA's "Metal Building Systems Manual" for fabrication and erection tolerances. C. Primary Framing: Shop fabricate framing components to indicated size and section, with baseplates, bearing plates, stiffeners, and other items required for erection welded into place. Cut, form,punch, drill, and weld framing for bolted field assembly. .� I. Make shop connections by welding or by using high-strength bolts. 2. Join flanges to webs of built-up members by a continuous, submerged arc-welding process. c 3. Brace compression flange of primary framing with steel angles or cold-formed structural tubing between frame web and purlin web or girt web, so flange compressive strength is within allowable limits for any combination of loadings. 4. Weld clips to frames for attaching secondary framing if applicable, or punch for bolts. 5. Shop Priming: Prepare surfaces for shop priming according to SSPC-SP 2. Shop prime primary framing with specified primer after fabrication. W D. Secondary Framing: Shop fabricate framing components to indicated size and section by roll `CD V forming or break forming, with baseplates, bearing plates, stiffeners, and other plates required for erection welded into place. Cut, form, punch, drill, and weld secondary framing for bolted field connections to primary framing. e( I. Make shop connections by welding or by using non-high-strength bolts. 2. Shop Priming: Prepare uncoated surfaces for shop priming according to SSPC-SP 2. N Shop prime uncoated secondary framing with specified primer after fabrication. E. Metal Panels: Fabricate and finish metal panels at the factory to greatest extent possible, by c manufacturer's standard procedures and processes, as necessary to fulfill indicated performance requirements. Comply with indicated profiles and with dimensional and structural requirements. 1. Provide panel profile,including major ribs and intermediate stiffening ribs,if any, for full length of metal panel. 2.13 SOURCE QUALITY CONTROL A. Special Inspection: Owner will engage a qualified special inspector to perform source quality control inspections and to submit reports. 1. Accredited Manufacturers: Special inspections will not be required if fabrication is M performed by an IAS AC472-accredited manufacturer approved by authorities having jurisdiction to perform such Work without special inspection. METAL BUILDING SYSTEMS 133419 - 14 Packet Pg. 3608 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual a. After fabrication, submit copy of certificate of compliance to authorities having jurisdiction, certifying that Work was performed according to Contract requirements. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with erector present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. B. Proceed with erection only after unsatisfactory conditions have been corrected. 0 3.2 PREPARATION A. Clean and prepare surfaces to be painted according to manufacturer's written instructions for N each particular substrate condition. B. Provide temporary shores, guys, braces, and other supports during erection to keep structural framing secure, plumb, and in alignment against temporary construction loads and loads equal c44 in intensity to design loads. Remove temporary supports when permanent structural framing, � connections, and bracing are in place unless otherwise indicated. i 3.3 METAL PANEL INSTALLATION, GENERAL A. Fabricate and finish metal panels and accessories at the factory, by manufacturer's standard N procedures and processes, as necessary to fulfill indicated performance requirements E demonstrated by laboratory testing. Comply with indicated profiles and with dimensional and 0 structural requirements. > B. Examination: Examine primary and secondary framing to verify that structural-panel support members and anchorages have been installed within alignment tolerances required by manufacturer. � 1. Examine roughing-in for components and systems penetrating metal panels, to verify actual locations of penetrations relative to seams before metal panel installation. s C. General: Anchor metal panels and other components of the Work securely in place, with provisions for thermal and structural movement. E 1. Field cut metal panels as required for doors, windows, and other openings. Cut openings as small as possible, neatly to size required, and without damage to adjacent metal panel finishes. METAL BUILDING SYSTEMS 133419 - 15 Packet Pg. 3609 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual a. Field cutting of metal panels by torch is not permitted unless approved in writing by manufacturer. 2. Install metal panels perpendicular to structural supports unless otherwise indicated. 3. Flash and seal metal panels with weather closures at perimeter of openings and similar elements. Fasten with self-tapping screws. 4. Locate and space fastenings in uniform vertical and horizontal alignment. 5. Locate metal panel splices over structural supports with end laps in alignment. s 6. Lap metal flashing over metal panels to allow moisture to run over and off the material. D. Lap-Seam Metal Panels: Install screw fasteners using power tools with controlled torque .� adjusted to compress EPDM washers tightly without damage to washers, screw threads, or metal panels. Install screws in predrilled holes. 1. Arrange and nest side-lap joints so prevailing winds blow over, not into, lapped joints. 0 Lap ribbed or fluted sheets one full rib corrugation. Apply metal panels and associated items for neat and weathertight enclosure. Avoid "panel creep" or application not true to line. cv E. Metal Protection: Where dissimilar metals contact each other or corrosive substrates, protect against galvanic action by painting contact surfaces with corrosion-resistant coating, by W applying rubberized-asphalt underlayment to each contact surface, or by other permanent separation as recommended by metal roof panel manufacturer. `~ cv r9 F. Joint Sealers: Install gaskets, joint fillers, and sealants where indicated and where required for weatherproof performance of metal panel assemblies. Provide types of gaskets, fillers, and sealants indicated; or, if not indicated, provide types recommended by metal panel z manufacturer. cv 1. Seal metal panel end laps with double beads of tape or sealant the full width of panel. a) Seal side joints where recommended by metal panel manufacturer. E 2. Prepare joints and apply sealants to comply with requirements in Section 079200 "Joint c Sealants." 3.4 METAL ROOF PANEL INSTALLATION A. General: Provide metal roof panels of full length from eave to ridge unless otherwise indicated or restricted by shipping limitations. 1. Install ridge and hip caps as metal roof panel work proceeds. 2. Flash and seal metal roof panels with weather closures at eaves and rakes. Fasten with self-tapping screws. E B. Standing-Seam Metal Roof Panels: Fasten metal roof panels to supports with concealed clips at M each standing-seam joint, at location and spacing and with fasteners recommended by manufacturer. 1. Install clips to supports with self-drilling or self-tapping fasteners. METAL BUILDING SYSTEMS 133419 - 16 Packet Pg. 3610 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2. Install pressure plates at locations indicated in manufacturer's written installation instructions. 3. Snap Joint: Nest standing seams and fasten together by interlocking and completely engaging factory-applied sealant. 4. Seamed Joint: Crimp standing seams with manufacturer-approved motorized seamer tool so that clip, metal roof panel, and factory-applied sealant are completely engaged. 5. Rigidly fasten eave end of metal roof panels and allow ridge end free movement for thermal expansion and contraction.Predrill panels for fasteners. 6. Provide metal closures at rake walls and each side of ridge caps. _ C. Lap-Seam Metal Roof Panels: Fasten metal roof panels to supports with exposed fasteners at .� each lapped joint, at location and spacing recommended by manufacturer. 1. Provide metal-backed sealing washers under heads of exposed fasteners bearing on weather side of metal roof panels. 2. Provide sealant tape at lapped joints of metal roof panels and between panels and protruding equipment,vents, and accessories. 3. Apply a continuous ribbon of sealant tape to weather-side surface of fastenings on end laps and on side laps of nesting-type metal panels, on side laps of ribbed or fluted metal panels, and elsewhere as needed to make metal panels weatherproof to driving rains. 4. At metal panel splices, nest panels with minimum 6-inch end lap, sealed with butyl- uo rubber sealant and fastened together by interlocking clamping plates. c, N D. Metal Fascia Panels: Align bottom of metal panels and fasten with blind rivets, bolts, or self- drilling or self-tapping screws. Flash and seal metal panels with weather closures where fasciae meet soffits, along lower panel edges, and at perimeter of all openings. e( E. Metal Roof Panel Installation Tolerances: Shim and align metal roof panels within installed tolerance of 1/4 inch in 20 feet on slope and location lines and within 1/8-inch offset of N adjoining faces and of alignment of matching profiles. E 0 3.5 METAL WALL PANEL INSTALLATION A. General: Install metal wall panels in orientation, sizes, and locations indicated on Drawings. w Install panels perpendicular to girts, extending full height of building, unless otherwise indicated. Anchor metal wall panels and other components of the Work securely in place, with provisions for thermal and structural movement. 1. Unless otherwise indicated, begin metal panel installation at corners with center of rib lined up with line of framing. 2. Shim or otherwise plumb substrates receiving metal wall panels. 3. When two rows of metal panels are required, lap panels 4 inches minimum. 4. When building height requires two rows of metal panels at gable ends, align lap of gable panels over metal wall panels at eave height. 5. Rigidly fasten base end of metal wall panels and allow eave end free movement for thermal expansion and contraction.Predrill panels. 6. Flash and seal metal wall panels with weather closures at eaves and rakes, and at perimeter of all openings. Fasten with self-tapping screws. METAL BUILDING SYSTEMS 133419 - 17 Packet Pg. 3611 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 7. Install screw fasteners in predrilled holes. 8. Install flashing and trim as metal wall panel work proceeds. 9. Apply elastomeric sealant continuously between metal base channel (sill angle) and concrete, and elsewhere as indicated on Drawings; if not indicated, as necessary for waterproofing. 10. Align bottom of metal wall panels and fasten with blind rivets, bolts, or self-drilling or self-tapping screws. 11. Provide weatherproof escutcheons for pipe and conduit penetrating exterior walls. B. Metal Wall Panels: Install metal wall panels on exterior side of girts. Attach metal wall panels to supports with fasteners as recommended by manufacturer. .� C. Installation Tolerances: Shim and align metal wall panels within installed tolerance of 1/4 inch in 20 feet, noncumulative; level, plumb, and on location lines; and within 1/8-inch offset of :2 adjoining faces and of alignment of matching profiles. 0 3.6 TRANSLUCENT PANEL INSTALLATION cv A. Translucent Panels: Attach translucent panels to structural framing with fasteners according to manufacturer's written instructions. Install panels perpendicular to supports unless otherwise u�o indicated. Anchor translucent panels securely in place, with provisions for thermal and structural movement. CD cv M 1. Provide end laps of not less than 6 inches and side laps of not less than 1-1/2-inch `44 corrugations for metal roof panels. 2. Provide end laps of not less than 4 inches and side laps of not less than 1-1/2-inch corrugations for metal wall panels. 3. Align horizontal laps with adjacent metal panels. N 4. Seal intermediate end laps and side laps of translucent panels with translucent mastic. W 0 3.7 METAL SOFFIT PANEL INSTALLATION A. Provide metal soffit panels the full width of soffits. Install panels perpendicular to support a, framing. y B. Flash and seal metal soffit panels with weather closures where panels meet walls and at perimeter of all openings. _ 3.8 DOOR AND FRAME INSTALLATION A. General: Install doors and frames plumb, rigid, properly aligned, and securely fastened in place according to manufacturers' written instructions. Coordinate installation with wall flashings and other components. Seal perimeter of each door frame with elastomeric sealant used for metal wall panels. METAL BUILDING SYSTEMS 133419 - 18 Packet Pg. 3612 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual B. Personnel Doors and Frames: Install doors and frames according to NAAMM-HMMA 840. Fit non-fire-rated doors accurately in their respective frames,with the following clearances: 1. Between Doors and Frames at Jambs and Head: 1/8 inch. 2. At Door Sills with Threshold: 3/8 inch. 3. At Door Sills without Threshold: 3/4 inch. 4. At fire-rated openings,install frames according to, and doors with clearances specified in, NFPA 80. _ C. Door Hardware: 1. Install surface-mounted items after finishes have been completed at heights indicated in DHI's "Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames." 2. Set units level plumb, and true to line and location. Adjust and reinforce attachment � p J c substrates as necessary for proper installation and operation. 3. Drill and countersink units that are not factory prepared for anchorage fasteners. Space fasteners and anchors according to industry standards. 4. Set thresholds for exterior doors in full bed of sealant complying with requirements for concealed mastics specified in Section 079200 "Joint Sealants." w 3.9 ACCESSORY INSTALLATION cv r9 A. General: Install accessories with positive anchorage to building and weathertight mounting and provide for thermal expansion. Coordinate installation with flashings and other components. e( 1. Install components required for a complete metal roof panel assembly, including trim, copings, ridge closures, seam covers, flashings, sealants, gaskets, fillers, closure strips, N and similar items. a� 2. Install components for a complete metal wall panel assembly, including trim, copings, � corners, seam covers, flashings, sealants, gaskets,fillers, closure strips, and similar items. 6 3. Where dissimilar metals contact each other or corrosive substrates, protect against galvanic action by painting contact surfaces with corrosion-resistant coating, by applying rubberized-asphalt underlayment to each contact surface, or by other permanent W separation as recommended by manufacturer. B. Flashing and Trim: Comply with performance requirements, manufacturer's written installation instructions, and SMACNA's "Architectural Sheet Metal Manual." Provide concealed fasteners s where possible and set units true to line and level. Install work with laps,joints, and seams that will be permanently watertight and weather resistant. 1. Install exposed flashing and trim that is without excessive oil-canning,buckling, and tool marks and that is true to line and levels indicated, with exposed edges folded back to form hems. Install sheet metal flashing and trim to fit substrates and to result in waterproof and weather-resistant performance. C 2. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space movement joints at a maximum of 10 feet with no joints allowed within 24 inches of corner or intersection. Where lapped or bayonet-type expansion provisions cannot be METAL BUILDING SYSTEMS 133419 - 19 Packet Pg. 3613 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual used or would not be sufficiently weather resistant and waterproof, form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with mastic sealant (concealed within joints). C. Gutters: Join sections with riveted-and-soldered or lapped-and-sealed joints. Attach gutters to eave with gutter hangers spaced as required for gutter size, but not more than 36 inches o.c. using manufacturer's standard fasteners. Provide end closures and seal watertight with sealant. Provide for thermal expansion. _ D. Downspouts: Join sections with 1-1/2-inch telescoping joints. Provide fasteners designed to hold downspouts securely 1 inch away from walls; locate fasteners at top and bottom and at .� approximately 60 inches o.c. in between. I. Provide elbows at base of downspouts to direct water away from building. 2. Tie downspouts to underground drainage system indicated. E. Louvers: Locate and place louver units level, plumb, and at indicated alignment with adjacent work. cv I. Use concealed anchorages where possible. Provide brass or lead washers fitted to screws where required to protect metal surfaces and to make a weathertight connection. 2. Provide perimeter reveals and openings of uniform width for sealants and joint fillers. 3. Protect galvanized- and nonferrous-metal surfaces from corrosion or galvanic action by applying a heavy coating of corrosion-resistant paint on surfaces that will be in contact with concrete, masonry, or dissimilar metals. 4. Install concealed gaskets, flashings, joint fillers, and insulation as louver installation progresses, where weathertight louver joints are required. Comply with Section 079200 z "Joint Sealants" for sealants applied during louver installation. N 3.10 FIELD QUALITY CONTROL M A. Special Inspections: Owner will engage a qualified special inspector to perform field quality control special inspections and to submit reports. B. Product will be considered defective if it does not pass tests and inspections. C. Prepare test and inspection reports. 3.11 ADJUSTING A. Doors: After completing installation, test and adjust doors to operate easily, free of warp, twist, ai or distortion. B. Door Hardware: Adjust and check each operating item of door hardware and each door to ensure proper operation and function of every unit. Replace units that cannot be adjusted to operate as intended. METAL BUILDING SYSTEMS 133419 - 20 Packet Pg. 3614 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3.12 CLEANING AND PROTECTION A. Repair damaged galvanized coatings on galvanized items with galvanized repair paint according to ASTM A 780/A 780M and manufacturer's written instructions. B. Remove and replace glass that has been broken, chipped, cracked, abraded, or damaged during construction period. C. Touchup Painting: After erection, promptly clean, prepare, and prime or re-prime field connections, rust spots, and abraded surfaces of prime-painted structural framing and accessories. ' 1. Clean and prepare surfaces by SSPC-SP 2, "Hand Tool Cleaning," or by SSPC-SP 3, "Power Tool Cleaning." 2. Apply a compatible primer of same type as shop primer used on adjacent surfaces. 0 D. Touchup Painting: Cleaning and touchup painting are specified in Section 099113 "Exterior Painting" and Section 099123 "Interior Painting." N r E. Metal Panels: Remove temporary protective coverings and strippable films, if any, as metal panels are installed. On completion of metal panel installation, clean finished surfaces as recommended by metal panel manufacturer. Maintain in a clean condition during construction. N I. Replace metal panels that have been damaged or have deteriorated beyond successful repair by finish touchup or similar minor repair procedures. i F. Doors and Frames: Immediately after installation, sand rusted or damaged areas of prime coat until smooth and apply touchup of compatible air-drying primer. 1. Immediately before final inspection, remove protective wrappings from doors and frames. E 0 G. Louvers: Clean exposed surfaces that are not protected by temporary covering, to remove fingerprints and soil during construction period. Do not let soil accumulate until final cleaning. I. Restore louvers damaged during installation and construction period so no evidence y remains of corrective work. If results of restoration are unsuccessful, as determined by Architect,remove damaged units and replace with new units. a. Touch up minor abrasions in finishes with air-dried coating that matches color and gloss of, and is compatible with, factory-applied finish coating. END OF SECTION 133419 METAL BUILDING SYSTEMS 133419 - 21 Packet Pg. 3615 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 224713 - DRINKING FOUNTAINS PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes drinking fountains and related components. 1.3 ACTION SUBMITTALS A. Product Data: For each type of drinking fountain. 1. Include construction details, material descriptions, dimensions of individual components ci and profiles, and finishes. 2. Include operating characteristics, and furnished specialties and accessories. C14 i 1.4 CLOSEOUT SUBMITTALS A. Maintenance Data: For drinking fountains to include in maintenance manuals. N m PART2 - PRODUCTS c 2.1 DRINKING FOUNTAINS A. Drinking Fountains: Stainless steel,wheelchair accessible,wall mounted. 1. Stainless-Steel Drinking Fountains: a. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1) Elkay Manufacturing Co. 2) Halsey Taylor. 3) Haws Corporation. 4) Oasis International. 2. Standards: DRINKING FOUNTAINS 224713 - 1 Packet Pg. 3616 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual a. Comply with ASME AI12.19.3/CSA B45.4. b. Comply with NSF 61 and NSF 372. C. Comply with ICC A 117.1. .0 3. Type Receptor: With back. 4. Receptor Shape: Round. 5. Back Panel: Stainless-steel wall plate behind drinking fountain. 6. Bubblers: Two,with adjustable stream regulator, located on deck. _ 7. Maximum Water Flow: 0.5 gpm. 8. Control: Push button. 9. Drain: Grid type with NPS 1-1/4 tailpiece. .� 10. Supply: NPS 3/8 with shutoff valve. 11. Waste Fitting: ASME AI12.18.2/CSA B125.2,NPS 1-1/4 chrome-plated brass P-trap and waste. 12. Drinking Fountain Mounting Height: Handicapped/elderly according to ICC A117.1. 0 2.2 SUPPORTS cv A. Type II Water Cooler Carrier: 1. Standard: ASME A112.6.1M. cv CD PART 3 - EXECUTION cv i 3.1 EXAMINATION A. Examine roughing-in for water-supply and sanitary drainage and vent piping systems to verify ' actual locations of piping connections before fixture installation. E B. Examine walls and floors for suitable conditions where fixtures will be installed. 0 C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Install fixtures level and plumb according to roughing-in drawings. For fixtures indicated for children,install at height required by authorities having jurisdiction. s B. Install off-the-floor carrier supports, affixed to building substrate,for wall-mounted fixtures. C. Install water-supply piping with shutoff valve on supply to each fixture to be connected to domestic-water distribution piping.Use ball or gate valve. Install valves in locations where they can be easily reached for operation. D. Install trap and waste piping on drain outlet of each fixture to be connected to sanitary drainage system. DRINKING FOUNTAINS 224713 - 2 Packet Pg. 3617 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual E. Install wall flanges or escutcheons at piping wall penetrations in exposed, finished locations. Use deep-pattern escutcheons where required to conceal protruding fittings. F. Seal joints between fixtures and walls using sanitary-type, one-part, mildew-resistant, silicone sealant. Match sealant color to fixture color. 3.3 CONNECTIONS A. Connect fixtures with water supplies, stops, and risers, and with traps, soil, waste, and vent piping.Use size fittings required to match fixtures. ' B. Install ball or gate shutoff valve on water supply to each fixture. 3.4 ADJUSTING A. Adjust fixture flow regulators for proper flow and stream height. , cv 3.5 CLEANING >' A. After installing fixtures, inspect unit. Remove paint splatters and other spots, dirt, and debris. c44 Repair damaged finish to match original finish. cv B. Clean fixtures, on completion of installation, according to manufacturer's written instructions. i C. Provide protective covering for installed fixtures. D. Do not allow use of fixtures for temporary facilities unless approved in writing by Owner. 0 END OF SECTION 224713 DRINKING FOUNTAINS 224713 - 3 Packet Pg. 3618 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 230513 - COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes general requirements for single-phase and polyphase, general-purpose, horizontal, small and medium, squirrel-cage induction motors for use on ac power systems up to 600 V and installed at equipment manufacturer's factory or shipped separately by equipment , manufacturer for field installation. N 1.3 COORDINATION cv CD A. Coordinate features of motors, installed units, and accessory devices to be compatible with the following: i 1. Motor controllers. 2. Torque, speed, and horsepower requirements of the load. z 3. Ratings and characteristics of supply circuit and required control sequence. u1 4. Ambient and environmental conditions of installation location. `44 m 0 PART2 - PRODUCTS 2.1 GENERAL MOTOR REQUIREMENTS A. Comply with NEMA MG 1 unless otherwise indicated. B. Comply with IEEE 841 for severe-duty motors. 2.2 MOTOR CHARACTERISTICS m A. Duty: Continuous duty at ambient temperature of 40 deg C and at altitude of 3300 feet above sea level. B. Capacity and Torque Characteristics: Sufficient to start, accelerate, and operate connected loads at designated speeds, at installed altitude and environment, with indicated operating sequence, and without exceeding nameplate ratings or considering service factor. COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT 230513 - 1 Packet Pg. 3619 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2.3 POLYPHASE MOTORS A. Description: NEMA MG 1,Design B, medium induction motor. B. Efficiency: Energy efficient, as defined in NEMA MG 1. C. Service Factor: 1.15. D. Multispeed Motors: Variable torque. 1. For motors with 2:1 speed ratio, consequent pole, single winding. 2. For motors with other than 2:1 speed ratio, separate winding for each speed. E. Multispeed Motors: Separate winding for each speed. F. Rotor: Random-wound, squirrel cage. G. Bearings: Regreasable, shielded, antifriction ball bearings suitable for radial and thrust loading. , N r H. Temperature Rise: Match insulation rating. I. Insulation: Class F. cv J. Code Letter Designation: � N 1. Motors 15 HP and Larger:NEMA starting Code F or Code G. i 2. Motors Smaller than 15 HP: Manufacturer's standard starting characteristic. z K. Enclosure Material: Cast iron for motor frame sizes 324T and larger; rolled steel for motor frame sizes smaller than 324T. `V m 0 2.4 POLYPHASE MOTORS WITH ADDITIONAL REQUIREMENTS A. Motors Used with Reduced-Voltage and Multispeed Controllers: Match wiring connection requirements for controller with required motor leads. Provide terminals in motor terminal box, suited to control method. B. Motors Used with Variable Frequency Controllers: Ratings, characteristics, and features coordinated with and approved by controller manufacturer. 1. Windings: Copper magnet wire with moisture-resistant insulation varnish, designed and tested to resist transient spikes, high frequencies, and short time rise pulses produced by m pulse-width modulated inverters. 2. Energy- and Premium-Efficient Motors: Class B temperature rise; Class F insulation. 3. Inverter-Duty Motors: Class F temperature rise; Class H insulation. 4. Thermal Protection: Comply with NEMA MG 1 requirements for thermally protected motors. C. Severe-Duty Motors: Comply with IEEE 841,with 1.15 minimum service factor. COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT 230513 - 2 Packet Pg. 3620 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2.5 SINGLE-PHASE MOTORS A. Motors larger than 1/20 hp shall be one of the following, to suit starting torque and requirements of specific motor application: 1. Permanent-split capacitor. 2. Split phase. 3. Capacitor start,inductor run. 4. Capacitor start, capacitor run. B. Multispeed Motors: Variable-torque,permanent-split-capacitor type. .� C. Bearings: Pre-lubricated, antifriction ball bearings or sleeve bearings suitable for radial and thrust loading. :2 0 D. Motors 1/20 HP and Smaller: Shaded-pole type. E. Thermal Protection: Internal protection to automatically open power supply circuit to motor when winding temperature exceeds a safe value calibrated to temperature rating of motor insulation. Thermal-protection device shall automatically reset when motor temperature returns to normal range. cv CD PART 3 - EXECUTION(Not Applicable) M cv i END OF SECTION 230513 z FL cv m 0 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT 230513 - 3 Packet Pg. 3621 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 233423 - HVAC POWER VENTILATORS PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Centrifugal wall ventilators. , 2. Propeller fans. 1.3 PERFORMANCE REQUIREMENTS N A. Project Altitude: Base fan-performance ratings on sea level. N B. Operating Limits: Classify according to AMCA 99. i 1.4 ACTION SUBMITTALS , N A. Product Data: For each type of product indicated. Include rated capacities, operating m characteristics, and furnished specialties and accessories. Also include the following: 2 0 1. Certified fan performance curves with system operating conditions indicated. 2. Certified fan sound-power ratings. 3. Motor ratings and electrical characteristics,plus motor and electrical accessories. 4. Material thickness and finishes,including color charts. 5. Dampers,including housings, linkages, and operators. 6. Roof curbs. _ 7. Fan speed controllers. B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work. 1. Detail equipment assemblies and indicate dimensions, weights, loads, required clearances, method of field assembly, components, and location and size of each field U connection. 2. Wiring Diagrams: For power, signal, and control wiring. HVAC POWER VENTILATORS 233423 - 1 Packet Pg. 3622 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1.5 CLOSEOUT SUBMITTALS A. Operation and Maintenance Data: For power ventilators to include in emergency, operation, and maintenance manuals. 1.6 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70,by a qualified testing agency, and marked for intended location and application. B. AMCA Compliance: Fans shall have AMCA-Certified performance ratings and shall bear the AMCA-Certified Ratings Seal. C. UL Standards: Power ventilators shall comply with UL 705. Power ventilators for use for c restaurant kitchen exhaust shall also comply with UL 762. 1.7 COORDINATION A. Coordinate size and location of structural-steel support members. B. Coordinate sizes and locations of concrete bases with actual equipment provided. cv r9 C. Coordinate sizes and locations of roof curbs, equipment supports, and roof penetrations with C44 actual equipment provided. FL PART2 - PRODUCTS cv m 2.1 CENTRIFUGAL WALL VENTILATORS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Acme Engineering &Manufacturing Corporation. 2. Broan-NuTone LLC. 3. Carnes Company. 4. Greenheck Fan Corporation. 5. Hartzell Fan Incorporated. 6. JencoFan. 7. Loren Cook Company. 8. PennBarry. E B. Housing: Heavy-gage, removable, spun-aluminum, dome top and outlet baffle; venturi inlet cone. C. Fan Wheel: Aluminum hub and wheel with backward-inclined blades. HVAC POWER VENTILATORS 233423 - 2 Packet Pg. 3623 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual D. Accessories: 1. Variable-Speed Controller: Solid-state control to reduce speed from 100 to less than 50 percent. 2. Disconnect Switch: Non-fusible type, with thermal-overload protection mounted inside fan housing, factory wired through internal aluminum conduit. 3. Bird Screens: Removable, 1/2-inch(13-mm) mesh, aluminum or brass wire. 4. Interior Wall Grille: Louvered,round,plastic. s 5. Exterior Wall Cap: Louvered,rectangular, aluminum or galvanized steel. 6. Dampers: Counterbalanced, backdraft dampers mounted in wall sleeve; factory set to close when fan stops. 2.2 PROPELLER FANS 0 A. Manufacturers: Subject to compliance with requirements, provide products by one of the S following: 1. Greenheck Fan Corporation. 2. Carnes Company. 3. Loren Cook Company. uo 4. PennBarry. cv B. Housing: Removable, galvanized steel, domed top; square, one-piece, aluminum base with M venturi inlet cone. i C. Steel Fan Wheels: Formed-steel blades riveted to heavy-gage steel spider bolted to cast-iron hub. cv D. Fan Drive: Motor mounted in airstream, factory wired to disconnect switch located on outside W of fan housing. :5 E. Accessories: 1. Gravity Shutters: Aluminum blades in aluminum frame; interlocked blades with nylon bearings. 2. Motor-Side Back Guard: Galvanized steel, complying with OSHA specifications, removable for maintenance. 3. Weathershield Roof Hood: Galvanized steel to match fan and accessory size. 4. Disconnect Switch: Non-fusible type, with thermal-overload protection mounted inside fan housing, factory wired through an internal aluminum conduit. 5. Bird Screens: Removable, 1/2-inch(13-mm) mesh, aluminum or brass wire. F. Roof Curbs: Galvanized steel; mitered and welded corners; 1-1/2-inch- (40-mm-) thick, rigid, fiberglass insulation adhered to inside walls; and 1-1/2-inch (40-mm) wood nailer. Size as required to suit roof opening and fan base. 1. Configuration: Self-flashing without a cant strip,with mounting flange. 2. Overall Height: 12 inches (300 mm). 3. Sound Curb: Curb with sound-absorbing insulation. HVAC POWER VENTILATORS 233423 - 3 Packet Pg. 3624 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 4. Pitch Mounting: Manufacture curb for roof slope. 5. Metal Liner: Galvanized steel. 2.3 MOTORS A. Comply with NEMA designation, temperature rating, service factor, enclosure type, and efficiency requirements for motors specified in Section 230513 "Common Motor Requirements = for HVAC Equipment." 1. Motor Sizes: Minimum size as indicated. If not indicated, large enough so driven load ' will not require motor to operate in service factor range above 1.0. 2.4 SOURCE QUALITY CONTROL 0 A. Certify sound-power level ratings according to AMCA 301, "Methods for Calculating Fan Sound Ratings from Laboratory Test Data." Factory test fans according to AMCA 300, , "Reverberant Room Method for Sound Testing of Fans." Label fans with the AMCA-Certified Ratings Seal. B. Certify fan performance ratings, including flow rate, pressure, power, air density, speed of rotation, and efficiency by factory tests according to AMCA 210 "Laboratory Methods of CD Testing Fans for Aerodynamic Performance Rating." Label fans with the AMCA-Certified � Ratings Seal. i PART 3 - EXECUTION cv m 3.1 INSTALLATION 0 A. Install power ventilators level and plumb. , B. Secure roof-mounted fans to roof curbs with cadmium-plated hardware. See Section 077200 "Roof Accessories" for installation of roof curbs. C. Install units with clearances for service and maintenance. 3.2 CONNECTIONS A. Ground equipment according to Section 260526 "Grounding and Bonding for Electrical Systems." B. Connect wiring according to Section 260519 "Low-Voltage Electrical Power Conductors and Cables." HVAC POWER VENTILATORS 233423 - 4 Packet Pg. 3625 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3.3 FIELD QUALITY CONTROL A. Perform tests and inspections. B. Tests and Inspections: 1. Verify that shipping,blocking, and bracing are removed. 2. Verify that unit is secure on mountings and supporting devices and that connections to s ducts and electrical components are complete. Verify that proper thermal-overload protection is installed in motors, starters, and disconnect switches. 3. Verify that cleaning and adjusting are complete. .� 4. Disconnect fan drive from motor, verify proper motor rotation direction, and verify fan wheel free rotation and smooth bearing operation. Reconnect fan drive system, align and adjust belts, and install belt guards. 5. Adjust belt tension. c 6. Adjust damper linkages for proper damper operation. 7. Verify lubrication for bearings and other moving parts. 8. Verify that manual and automatic volume control and fire and smoke dampers in connected ductwork systems are in fully open position. 9. Disable automatic temperature-control operators, energize motor and adjust fan to indicated rpm, and measure and record motor voltage and amperage. uo 10. Shut unit down and reconnect automatic temperature-control operators. 11. Remove and replace malfunctioning units and retest as specified above. N C. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. D. Prepare test and inspection reports. FL N END OF SECTION 233423 E HVAC POWER VENTILATORS 233423 - 5 Packet Pg. 3626 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 238113.11 -PACKAGED TERMINAL AIR-CONDITIONERS, THROUGH-WALL UNITS PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes packaged, terminal, through-the-wall air conditioners. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product. Include rated capacities, operating characteristics, electrical characteristics, and furnished specialties and accessories. cv CD B. Shop Drawings: For packaged, terminal air conditioners. cv 1. Include plans, elevations, sections, details for wall penetrations, and attachments to other i work. e( 2. Include details of equipment assemblies. Indicate dimensions, weights, loads, required clearances, method of field assembly, components, and location and size of each field U" connection. 3. Include diagrams for power, signal, and control wiring. 0 C. Color Samples: For unit cabinet, discharge grille, and exterior louver, and for each color and a texture specified. 1.4 INFORMATIONAL SUBMITTALS :n A. Product Test Reports: For packaged, terminal air conditioners, for tests performed by manufacturer and witnessed by a qualified testing agency. B. Field quality-control reports. C. Sample Warranty: For special warranty. E 1.5 CLOSEOUT SUBMITTALS A. Operation and Maintenance Data: For packaged, terminal air conditioners to include in emergency, operation, and maintenance manuals. PACKAGED TERMINAL AIR-CONDITIONERS, THROUGH-WALL UNITS 238113.11 - 1 Packet Pg. 3627 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1.6 WARRANTY A. Special Warranty: Manufacturer agrees to repair or replace components of packaged, terminal air conditioners that fail in materials or workmanship within specified warranty period. 1. Warranty Period for Sealed Refrigeration System: Manufacturer's standard, but not less than five years from date of Substantial Completion,including components and labor. 2. Warranty Period for Non-sealed System Parts: Manufacturer's standard, but not less than s five years from date of Substantial Completion, including only components and excluding labor. 3. Warranty Period for Heat Exchangers: Manufacturer's standard, but not less than five .� years from date of Substantial Completion. PART2 - PRODUCTS 2.1 MANUFACTURERS N r A. Manufacturers: Subject to compliance with requirements, provide product indicated on Drawings by one of the following: 1. Amana; a division of Whirlpool Corporation. N CD 2. Carrier Corporation; a unit of United Technologies Corp. � 3. Climate Master, Inc. 4. Comfort-Aire; a division of Heat Controller, Inc. 5. Friedrich Air Conditioning Company. 6. General Electric Company; Energy Management electrical Distribution. 7. LG Electronics ' N 8. Suburban Manufacturing Company; a division of AIRXCEL, Inc. W 0 2.2 MANUFACTURED UNITS A. Description: Factory-assembled and -tested, self-contained, packaged, terminal air conditioner with room cabinet, electric refrigeration system, and temperature controls; fully charged with refrigerant and filled with oil;with cord-connected chassis. B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70,by a qualified testing agency, and marked for intended location and application. s C. ASHRAE Compliance: Applicable requirements in ASHRAE 62.1, Section 4 - "Outdoor Air �. Quality," Section 5 - "Systems and Equipment," Section 6 - "Ventilation Rate Procedures," and Section 7 - "Construction and Startup." D. ASHRAE/IES Compliance: Applicable requirements in ASHRAE/IES 90.1. E. ASHRAE Thermal Comfort: Applicable requirements in ASHRAE 55. PACKAGED TERMINAL AIR-CONDITIONERS, THROUGH-WALL UNITS 238113.11 - 2 Packet Pg. 3628 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual F. UL listed and ETL performance certified. 2.3 CHASSIS A. Cabinet: 0.052-inch thick galvanized or powder-coated steel with removable front panel with concealed latches. 1. Mounting: Wall with wall sleeve 2. Top: Angled or Flat. 3. Discharge Grille: Punched-louver discharge grille allowing four-way discharge-air ' pattern or Extruded-aluminum discharge grille or Reversible-polycarbonate discharge grille allowing upward and horizontal airflow, tamperproof, and carrying a flame test rating in accordance with UL standard 494. 4. Louvers: Extruded aluminum with enamel finish or Stamped aluminum with clear- 0 anodized finish or Stamped steel with enamel finish;white color. 5. Finish: Epoxy coating or Baked enamel. 6. Access Door: Hinged door in top of cabinet for access to controls. 7. Cabinet Extension: Matching cabinet in construction and finish, allowing diversion of `44 airflow to adjoining room;with grille. 8. Finish of Interior Surfaces: Surfaces in contact with the airstream shall comply with W requirements in ASHRAE 62.1. CD 9. Electrical Subbase: Enameled steel with four adjustable leveling feet and adjustable end CD plates. N 10. Wall Sleeves: Molded polymer. i B. Refrigeration System: Direct-expansion indoor coil with capillary restrictor and hermetically sealed scroll compressor with vibration isolation and overload protection. N 1. Indoor and Outdoor Coils: Seamless copper tubes mechanically expanded into aluminum W fins. E 2. Accumulator. c 3. Constant-pressure expansion valve. ' 4. Reversing valve. C. Indoor Fan: Forward curved, centrifugal; with single-speed motor and positive-pressure ventilation damper with concealed manual operator. D. Filters: Washable polyurethane in molded plastic frame. E. Condensate Drain: Drain pan and piping to direct condensate to building waste and vent piping. 1. Comply with ASHRAE 62.1 for drain pan construction and connections. F. Outdoor Fan: Forward curved, centrifugal or propeller type with separate motor. 1. Indoor and Outdoor Fan Motors: Two speed; comply with NEMA designation, temperature rating, service factor, enclosure type, and efficiency requirements for motors specified in Section 23 05 13 "Common Motor Requirements for HVAC Equipment." PACKAGED TERMINAL AIR-CONDITIONERS, THROUGH-WALL UNITS 238113.11 - 3 Packet Pg. 3629 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual a. Fan Motors: Permanently lubricated split capacitor. b. Motor Sizes: Minimum size as indicated. If not indicated, large enough so driven load will not require motor to operate in service factor range above 1.0. C. Controllers, Electrical Devices, and Wiring: Comply with requirements for electrical devices and connections specified in electrical Sections. 2.4 CONTROLS A. Control Module: Unit-mounted digital panel with touchpad temperature control and with touchpad for heating, cooling, and fan operation. Include the following features: .� 1. Low-Ambient Lockout Control: Prevents cooling-cycle operation below 40 deg F outdoor air temperature. _ 2. Heat-Pump Ambient Control: Field-adjustable switch changes to heat-pump heating c operation above 40 deg F and to supplemental heating below plus 25 deg F. 3. Temperature-Limit Control: Prevents occupant from exceeding preset setup temperature. 4. Building Automation System Interface: Allows remote on-off control with setback temperature control. N B. Outdoor Air: Motorized intake damper. Open intake when unit indoor-air fan runs. cv CD 2.5 SOURCE QUALITY CONTROL cv A. Sound-Power Level Ratings: Factory test to comply with AHRI 300, "Sound Rating and Sound i Transmission Loss of Packaged Terminal Equipment." B. Unit Performance Ratings: Factory test to comply with AHRI 310/380/CSA C744, "Packaged ' Terminal Air-Conditioners and Heat Pumps." W E 0 PART 3 - EXECUTION , 3.1 INSTALLATION A. Install units level and plumb, maintaining manufacturer's recommended clearances and tolerances. B. Install wall sleeves in finished wall assembly; seal and weatherproof. C. Install and anchor wall sleeves to withstand, without damage to equipment and structure, seismic forces required by building code. E 3.2 FIELD QUALITY CONTROL A. Testing Agency: Owner will engage a qualified testing agency to perform tests and inspections. PACKAGED TERMINAL AIR-CONDITIONERS, THROUGH-WALL UNITS 238113.11 - 4 Packet Pg. 3630 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual B. Manufacturer's Field Service: Engage a factory-authorized service representative to test and inspect components, assemblies, and equipment installations,including connections. C. Perform the following tests and inspections: 1. Inspect for and remove shipping bolts,blocks, and tie-down straps. 2. After installing packaged, terminal air conditioners and after electrical circuitry has been energized, test for compliance with requirements. s 3. Unit is level on base and is flashed in exterior wall. s 4. Unit casing has no visible damage. 5. Compressor, air-cooled condenser coil, and fans have no visible damage. .� 6. Labels are clearly visible. 7. Controls are connected and operable. 8. Shipping bolts,blocks, and tie-down straps are removed. 9. Filters are installed and clean. c 10. Drain pan and drain line are installed correctly. 11. Electrical wiring installation complies with manufacturer's submittal and installation requirements in electrical Sections. 12. Installation: Perform startup checks according to manufacturer's written instructions, including the following: a. Lubricate bearings on fan. W b. Check fan-wheel rotation for correct direction without vibration and binding. `CD V cv M cv 13. Operational Test: After electrical circuitry has been energized, start units to confirm proper motor rotation and unit operation. 14. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and z equipment. cv D. After operational test, change filters. E. Packaged, terminal air conditioners will be considered defective if they do not pass tests and c inspections. F. Prepare test and inspection reports. cu 3.3 ADJUSTING A. Adjust initial temperature set points. B. Set field-adjustable switches and circuit-breaker trip ranges as indicated. END OF SECTION 238113.11 PACKAGED TERMINAL AIR-CONDITIONERS, THROUGH-WALL UNITS 238113.11 - 5 Packet Pg. 3631 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 260519 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Building wires and cables rated 600 V and less. , 2. Connectors, splices, and terminations rated 600 V and less. 3. Sleeves and sleeve seals for cables. 1.3 SUBMITTALS ci cv r9 A. Product Data: For each type of product indicated. i B. Qualification Data: For testing agency. C. Field quality-control test reports. , N W 1.4 QUALITY ASSURANCE 2 A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100 by a testing agency acceptable to authorities having jurisdiction and marked for intended use. B. Comply with NFPA 70. CD C 1.5 COORDINATION A. Set sleeves in cast-in-place concrete, masonry walls, and other structural components as they are constructed. E LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 260519 - 1 Packet Pg. 3632 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual PART2 - PRODUCTS 2.1 CONDUCTORS AND CABLES 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: B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. American Insulated Wire Corp.; a Leviton Company. -a 2. General Cable Corporation. 3. Senator Wire & Cable Company. 4. Southwire Company. p Y. .� 0 C. Copper Conductors: Comply with NEMA WC 70. D. Conductor Insulation: Comply with NEMA WC 70 for Types THHN-THWN and XHHW. N E. Multiconductor Cable: Comply with NEMA WC 70 for metal-clad cable, Type MC with >_ ground wire. w CD cv CD cv 2.2 CONNECTORS AND SPLICES N A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. AFC Cable Systems, Inc. ci 2. Hubbell Power Systems, Inc. m 3. O-Z/Gedney; EGS Electrical Group LLC. 2 4. 3M; Electrical Products Division. c 5. Tyco Electronics Corp. B. Description: Factory-fabricated connectors and splices of size, ampacity rating, material, type, and class for application and service indicated. In PART 3 - EXECUTION 3.1 CONDUCTOR MATERIAL APPLICATIONS m A. Feeders: Copper. Solid for No. 10 AWG and smaller; stranded for No. 8 AWG and larger. B. Branch Circuits: Copper. Solid for No. 10 AWG and smaller; stranded for No. 8 AWG and larger. LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 260519 - 2 Packet Pg. 3633 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3.2 CONDUCTOR INSULATION AND MULTICONDUCTOR CABLE APPLICATIONS AND WIRING METHODS A. Service Entrance: Type XHHW, single conductors in raceway. B. Exposed Feeders: Type THHN-THWN, single conductors in raceway. C. Feeders Concealed in Concrete, below Slabs-on-Grade, and Underground: Type THHN- THWN, single conductors in raceway. D. Branch Circuits Concealed in Ceilings, Walls, and Partitions: Type THHN-THWN, single ' conductors in raceway or Metal-clad cable, Type. E. Branch Circuits Concealed in Concrete, below Slabs-on-Grade, and Underground: a Type THHN-THWN, single conductors in raceway. 0 F. Class 1 Control Circuits: Type THHN-THWN, in raceway. 3.3 INSTALLATION OF CONDUCTORS AND CABLES A. Conceal cables in finished walls, ceilings, and floors,unless otherwise indicated. N CD B. Use manufacturer-approved pulling compound or lubricant where necessary; compound used must not deteriorate conductor or insulation. Do not exceed manufacturer's recommended `V maximum pulling tensions and sidewall pressure values. e( C. Use pulling means, including fish tape, cable,rope, and basket-weave wire/cable grips, that will not damage cables or raceway. cv D. Install exposed cables parallel and perpendicular to surfaces of exposed structural members, and E follow surface contours where possible. 0 E. Identify and color-code conductors and cables according to Division 26 Section "Identification for Electrical Systems." 3.4 CONNECTIONS A. Tighten electrical connectors and terminals according to manufacturer's published torque- tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A and UL 486B. B. Make splices and taps that are compatible with conductor material and that possess equivalent or better mechanical strength and insulation ratings than un-spliced conductors. LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 260519 - 3 Packet Pg. 3634 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3.5 SLEEVE INSTALLATION FOR ELECTRICAL PENETRATIONS A. Concrete Slabs and Walls: Install sleeves for penetrations unless core-drilled holes or formed openings are used. Install sleeves during erection of slabs and walls. B. Use pipe sleeves unless penetration arrangement requires rectangular sleeved opening. C. Fire-Rated Assemblies: Install sleeves for penetrations of fire-rated floor and wall assemblies unless openings compatible with firestop system used are fabricated during construction of floor or wall. D. Cut sleeves to length for mounting flush with both wall surfaces. E. Size pipe sleeves to provide 1/4-inch annular clear space between sleeve and cable unless sleeve a seal is to be installed. 0 F. Seal space outside of sleeves with grout for penetrations of concrete and masonry. G. Interior Penetrations of Non-Fire-Rated Walls and Floors: Seal annular space between sleeve and cable,using joint sealant appropriate for size, depth, and location of joint. H. Fire-Rated-Assembly Penetrations: Maintain indicated fire rating of walls, partitions, ceilings, and floors at cable penetrations. cv M I. Aboveground Exterior-Wall Penetrations: Seal penetrations using sleeves and mechanical `V sleeve seals. Size sleeves to allow for 1-inch annular clear space between pipe and sleeve for installing mechanical sleeve seals. M J. Underground Exterior-Wall Penetrations: Install cast-iron "wall pipes" for sleeves. Size sleeves to allow for 1-inch annular clear space between cable and sleeve for installing W mechanical sleeve seals. E 0 3.6 SLEEVE-SEAL INSTALLATION A. Install to seal underground exterior-wall penetrations. B. Use type and number of sealing elements recommended by manufacturer for cable material and size. Position cable in center of sleeve. Assemble mechanical sleeve seals and install in annular space between cable and sleeve. Tighten bolts against pressure plates that cause sealing elements to expand and make watertight seal. 3.7 FIRESTOPPING A. Apply firestopping to electrical penetrations of fire-rated floor and wall assemblies to restore original fire-resistance rating of assembly according to Division 07 Section "Penetration Firestopping." LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 260519 - 4 Packet Pg. 3635 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3.8 FIELD QUALITY CONTROL A. Perform tests and inspections and prepare test reports. B. Tests and Inspections: 1. After installing conductors and cables and before electrical circuitry has been energized, test feeder conductors for compliance with requirements. _ 2. Perform each visual and mechanical inspection and electrical test stated in NETA Acceptance Testing Specification. Certify compliance with test parameters. C. Test Reports: Prepare a written report to record the following: 1. Test procedures used. 2. Test results that comply with requirements. c 3. Test results that do not comply with requirements and corrective action taken to achieve compliance with requirements. N r D. Remove and replace malfunctioning units and retest as specified above. END OF SECTION 260519 N CD M N i N m 0 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 260519 - 5 Packet Pg. 3636 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 260526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes methods and materials for grounding systems and equipment. 1. Underground distribution grounding. 2. Common ground bonding with lightning protection system. N 1.3 SUBMITTALS A. Product Data: For each type of product indicated. `CD V cv M cv B. Other Informational Submittals: Plans showing dimensioned as-built locations of grounding features specified in Part 3 "Field Quality Control" Article,including the following: e( 1. Ground rods. C. Qualification Data: For testing agency and testing agency's field supervisor. E D. Field quality-control test reports. 0 E. Operation and Maintenance Data: For grounding to include the following in emergency, operation, and maintenance manuals: 1. Instructions for periodic testing and inspection of grounding features at grounding 1? connections based on NFPA 70B. a. Tests shall be to determine if ground resistance or impedance values remain within specified maximums, and instructions shall recommend corrective action if they do not. b. Include recommended testing intervals. 1.4 QUALITY ASSURANCE e( A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 260526 - 1 Packet Pg. 3637 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual B. Comply with UL 467 for grounding and bonding materials and equipment. PART2 - PRODUCTS 2.1 CONDUCTORS A. Insulated Conductors: Copper or tinned-copper wire or cable insulated for 600 V unless otherwise required by applicable Code or authorities having jurisdiction. B. Bare Copper Conductors: 1. Solid Conductors: ASTM B 3. 2. Stranded Conductors: ASTM B 8. 3. Tinned Conductors: ASTM B 33. 4. Bonding Cable: 28 kcmil, 14 strands of No. 17 AWG conductor, 1/4 inch in diameter. 5. Bonding Conductor: No. 4 or No. 6 AWG, stranded conductor. , cv C. Bare Grounding Conductor and Conductor Protector for Wood Poles: I. No. 4 AWG minimum, soft-drawn copper. 2. Conductor Protector: Half-round PVC or wood molding. If wood, use pressure-treated fir or cypress or cedar. cv i 2.2 CONNECTORS A. Listed and labeled by a nationally recognized testing laboratory acceptable to authorities having jurisdiction for applications in which used, and for specific types, sizes, and combinations of conductors and other items connected. E 0 B. Bolted Connectors for Conductors and Pipes: Copper or copper alloy, bolted pressure-type, , with at least two bolts. 1. Pipe Connectors: Clamp type, sized for pipe. C. Welded Connectors: Exothermic-welding kits of types recommended by kit manufacturer for materials being joined and installation conditions. 2.3 GROUNDING ELECTRODES A. Ground Rods: Copper-clad; 3/4-inch by 10 feet in diameter. GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 260526 - 2 Packet Pg. 3638 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual PART 3 - EXECUTION 3.1 APPLICATIONS A. Conductors: Install solid conductor for No. 8 AWG and smaller, and stranded conductors for No. 6 AWG and larger,unless otherwise indicated. B. Underground Grounding Conductors: Install bare tinned-copper conductor, No. 2/0 AWG minimum. , 1. Bury at least 24 inches below grade. 2. Duct-Bank Grounding Conductor: Bury 12 inches above duct bank when indicated as part of duct-bank installation. a Z 0 C. Conductor Terminations and Connections: 1. Pipe and Equipment Grounding Conductor Terminations: Bolted connectors. , 2. Underground Connections: Welded connectors, except as otherwise indicated. 3. Connections to Ground Rods: Bolted connectors. 4. Connections to Structural Steel: Welded connectors. cv 3.2 GROUNDING UNDERGROUND DISTRIBUTION SYSTEM COMPONENTS cv A. Comply with IEEE C2 grounding requirements. e( B. Grounding Manholes and Handholes: Install a driven ground rod through manhole or handhole floor, close to wall, and set rod depth so 4 inches will extend above finished floor. If necessary, install ground rod before manhole is placed and provide No. 1/0 AWG bare, tinned-copper W conductor from ground rod into manhole through a waterproof sleeve in manhole wall. Protect E ground rods passing through concrete floor with a double wrapping of pressure-sensitive insulating tape or heat-shrunk insulating sleeve from 2 inches above to 6 inches below concrete. , Seal floor opening with waterproof,non-shrink grout. 3.3 EQUIPMENT GROUNDING A. Install insulated equipment grounding conductors with all feeders and branch circuits. B. Install insulated equipment grounding conductors with the following items, in addition to those required by NFPA 70: 1. Feeders and branch circuits. 2. Lighting circuits. 3. Flexible raceway runs. 4. Armored and metal-clad cable runs. GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 260526 - 3 Packet Pg. 3639 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual C. Isolated Equipment Enclosure Circuits: For designated equipment supplied by a branch circuit or feeder, isolate equipment enclosure from supply circuit raceway with a nonmetallic raceway fitting listed for the purpose. Install fitting where raceway enters enclosure and install a separate insulated equipment grounding conductor. Isolate conductor from raceway and from panelboard grounding terminals. Terminate at equipment grounding conductor terminal of the applicable derived system or service,unless otherwise indicated. D. Metal and Wood Poles Supporting Outdoor Lighting Fixtures: Install grounding electrode and a separate insulated equipment grounding conductor in addition to grounding conductor installed with branch-circuit conductors. 3.4 INSTALLATION A. Grounding Conductors: Route along shortest and straightest paths possible, unless otherwise 0 indicated or required by Code. Avoid obstructing access or placing conductors where they may S be subjected to strain,impact, or damage. B. Ground Rods: Drive rods until tops are 2 inches below finished floor or final grade, unless otherwise indicated. 1. Interconnect ground rods with grounding electrode conductor below grade and as W otherwise indicated. Make connections without exposing steel or damaging coating, if CD N any. M 2. For grounding electrode system, install at least three rods spaced at least one-rod length `~ from each other and located at least the same distance from other grounding electrodes, and connect to the service grounding electrode conductor. C. Bonding Jumpers: Install in locations accessible for inspection and maintenance, except where N routed through short lengths of conduit. W 1. Bonding to Structure: Bond straps directly to basic structure, taking care not to penetrate 0 any adjacent parts. 2. Bonding to Equipment Mounted on Vibration Isolation Hangers and Supports: Install so vibration is not transmitted to rigidly mounted equipment. 3. Use exothermic-welded connectors for outdoor locations, but if a disconnect-type y connection is required,use a bolted clamp. 3.5 FIELD QUALITY CONTROL A. Perform the following tests and inspections and prepare test reports: m 1. After installing grounding system but before permanent electrical circuits have been energized, test for compliance with requirements. 2. Test completed grounding system at each location where a maximum ground-resistance < level is specified, at service disconnect enclosure grounding terminal, at individual ground rods. Make tests at ground rods before any conductors are connected. GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 260526 - 4 Packet Pg. 3640 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual a. Measure ground resistance not less than two full days after last trace of precipitation and without soil being moistened by any means other than natural drainage or seepage and without chemical treatment or other artificial means of reducing natural ground resistance. b. Perform tests by fall-of-potential method according to IEEE 81. 3. Prepare dimensioned drawings locating each test well, ground rod and ground rod assembly, and other grounding electrodes. Identify each by letter in alphabetical order, and key to the record of tests and observations. Include the number of rods driven and their depth at each location and include observations of weather and other phenomena that may affect test results. Describe measures taken to improve test results. B. Report measured ground resistances that exceed the following values: 1. Power and Lighting Equipment or System with Capacity 500 kVA and Less: 10 ohms. 2. Power and Lighting Equipment or System with Capacity 500 to 1000 kVA: 5 ohms. 3. Power and Lighting Equipment or System with Capacity More Than 1000 kVA 3 ohms. 4. Manhole Grounds: 10 ohms. cv C. Excessive Ground Resistance: If resistance to ground exceeds specified values,notify Architect promptly and include recommendations to reduce ground resistance. cv CD END OF SECTION 260526 cv i cv m 0 U GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 260526 - 5 Packet Pg. 3641 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 260533 - RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes raceways, fittings,boxes, enclosures, and cabinets for electrical wiring. 1.3 DEFINITIONS A. EMT: Electrical metallic tubing. B. FMC: Flexible metal conduit. ci CD cv C. LFNC: Liquid tight flexible nonmetallic conduit. i D. RNC: Rigid nonmetallic conduit. z 1.4 SUBMITTALS m A. Product Data: For surface raceways, wireways and fittings, floor boxes, hinged-cover enclosures, and cabinets. c B. Shop Drawings: For the following raceway components. Include plans, elevations, sections, details, and attachments to other work. 1. Custom enclosures and cabinets. 2. For handholes and boxes for underground wiring,including the following: a. Duct entry provisions,including locations and duct sizes. b. Frame and cover design. C. Grounding details. d. Dimensioned locations of cable rack inserts, and pulling-in and lifting irons. e. Joint details. C. Manufacturer Seismic Qualification Certification: Submit certification that enclosures and cabinets and their mounting provisions, including those for internal components include the following: RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 260533 - 1 Packet Pg. 3642 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Basis for Certification: Indicate whether withstand certification is based on actual test of assembled components or on calculation. a. The term "withstand" means "the cabinet or enclosure will remain in place without separation of any parts when subjected to the seismic forces and the unit will retain its enclosure characteristics, including its interior accessibility, after the seismic event. 2. Dimensioned Outline Drawings of Equipment Unit: Identify center of gravity and locate and describe mounting and anchorage provisions. 3. Detailed description of equipment anchorage devices on which the certification is based and their installation requirements. D. Source quality-control test reports. 0 1.5 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. LLJ CD B. Comply with NFPA 70. N CD N PART 2 - PRODUCTS 2.1 METAL CONDUIT AND TUBING N W A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering E products that may be incorporated into the Work include,but are not limited to, the following: 0 B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. AFC Cable Systems, Inc. 2. Alflex Inc. 3. Allied Tube & Conduit; a Tyco International Ltd. Co. 4. Anamet Electrical, Inc.; Anaconda Metal Hose. _ 5. Electri-Flex Co. 6. O-Z Gedney; a unit of General Signal. 7. Wheatland Tube Company. C. Rigid Steel Conduit: ANSI C80.1. D. EMT: ANSI C80.3. E. FMC: Zinc-coated steel or aluminum. RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 260533 - 2 Packet Pg. 3643 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual F. LFMC: Flexible steel conduit with PVC jacket. G. Fittings for Conduit (Including all Types and Flexible and Liquidtight), EMT, and Cable: NEMA FB 1; listed for type and size raceway with which used, and for application and environment in which installed. 1. Fittings for EMT: Steel, set-screw type. H. Joint Compound for Rigid Steel Conduit: Listed for use in cable connector assemblies, and compounded for use to lubricate and protect threaded raceway joints from corrosion and enhance their conductivity. 2.2 NONMETALLIC CONDUIT AND TUBING A. Manufacturers: Subject to compliance with requirements, provide products by one of the 0 following: 1. AFC Cable Systems, Inc. N 2. CANTEX Inc. 3. CertainTeed Corp.; Pipe &Plastics Group. 4. Condux International, Inc. �-- 5. Lamson& Sessions; Carlon Electrical Products. N CD cv B. RNC: NEMA TC 2, Type EPC-40-PVC,unless otherwise indicated. N C. LFNC: UL 1660. z D. Fittings for ENT and RNC: NEMA TC 3; match to conduit or tubing type and material. N E. Fittings for LFNC: UL 514B. W 0 2.3 BOXES, ENCLOSURES, AND CABINETS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Cooper Crouse-Hinds; Div. of Cooper Industries, Inc. 2. EGS/Appleton Electric. _ 3. Erickson Electrical Equipment Company. 4. Hoffman. 5. Hubbell Incorporated; Killark Electric Manufacturing Co. Division. 6. Spring City Electrical Manufacturing Company. E B. Sheet Metal Outlet and Device Boxes: NEMA OS 1. C. Cast-Metal Outlet and Device Boxes: NEMA FB 1, ferrous alloy, Type FD, with gasketed cover. RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 260533 - 3 Packet Pg. 3644 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual D. Small Sheet Metal Pull and Junction Boxes: NEMA OS 1. E. Cast-Metal Access,Pull, and Junction Boxes: NEMA FB 1, galvanized, cast iron with gasketed cover. F. Hinged-Cover Enclosures: NEMA 250, Type 1, with continuous-hinge cover with flush latch unless otherwise indicated. 1. Metal Enclosures: Steel,finished inside and out with manufacturer's standard enamel. G. Cabinets: ' 1. NEMA 250, Type 1, galvanized-steel box with removable interior panel and removable front, finished inside and out with manufacturer's standard enamel. a 2. Hinged door in front cover with flush latch and concealed hinge. Z 0 3. Key latch to match panelboards. 4. Metal barriers to separate wiring of different systems and voltage. 5. Accessory feet where required for freestanding equipment. cv 2.4 SLEEVES FOR RACEWAYS A. Steel Pipe Sleeves: ASTM A 53/A 53M, Type E, Grade B, Schedule 40, galvanized steel,plain N CD ends. M cv B. Cast-Iron Pipe Sleeves: Cast or fabricated "wall pipe," equivalent to ductile-iron pressure pipe, with plain ends and integral water-stop,unless otherwise indicated. M C. Sleeves for Rectangular Openings: Galvanized sheet steel with minimum 0.052- or 0.138-inch thickness as indicated and of length to suit application. W E 0 2.5 SOURCE QUALITY CONTROL FOR UNDERGROUND ENCLOSURES , A. Handhole and Pull-Box Prototype Test: Test prototypes of handholes and boxes for compliance with SCTE 77. Strength tests shall be for specified tier ratings of products supplied. I. Tests of materials shall be performed by an independent testing agency. 2. Strength tests of complete boxes and covers shall be by either an independent testing agency or manufacturer. A qualified registered professional engineer shall certify tests by manufacturer. 3. Testing machine pressure gages shall have current calibration certification complying with ISO 9000 and ISO 10012, and traceable to NIST standards. E RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 260533 - 4 Packet Pg. 3645 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual PART 3 - EXECUTION 3.1 RACEWAY APPLICATION A. Outdoors: Apply raceway products as specified below,unless otherwise indicated: 1. Exposed Conduit: Rigid steel conduit. 2. Concealed Conduit, Aboveground: EMT. s 3. Underground Conduit: RNC, Type EPC-40-PVC, direct buried. 4. Connection to Vibrating Equipment (Including Transformers and Hydraulic, Pneumatic, ' Electric Solenoid, or Motor-Driven Equipment): LFNC. 5. Boxes and Enclosures, Aboveground: NEMA 250, Type 3R. 6. Application of Handholes and Boxes for Underground Wiring: 0 a. Handholes and Pull Boxes in Driveway, Parking Lot, and Off-Roadway Locations, Subject to Occasional, Nondeliberate Loading by Heavy Vehicles: Polymer concrete with polymer-concrete frame and cover, SCTE 77, Tier 15 structural load rating. b. Handholes and Pull Boxes in Sidewalk and Similar Applications with a Safety Factor for Nondeliberate Loading by Vehicles: Polymer-concrete units polymer- u�o concrete frame and cover, SCTE 77, Tier 8 structural load rating. c. Handholes and Pull Boxes Subject to Light-Duty Pedestrian Traffic Only: Fiberglass-reinforced polyester resin, structurally tested according to SCTE 77 with 3000-lbf vertical loading. i B. Comply with the following indoor applications,unless otherwise indicated: 1. Exposed,Not Subject to Physical Damage: EMT. N 2. Exposed,Not Subject to Severe Physical Damage: EMT. 3. Exposed and Subject to Severe Physical Damage: Rigid steel conduit. Includes M raceways in the following locations: a. Corridors used for traffic of mechanized carts, forklifts, and pallet-handling units. b. Mechanical rooms. 4. Concealed in Ceilings and Interior Walls and Partitions: EMT. 1? 5. Connection to Vibrating Equipment (Including Transformers and Hydraulic, Pneumatic, Electric Solenoid, or Motor-Driven Equipment): FMC, except use LFMC in damp or wet s locations. 6. Damp or Wet Locations: Rigid steel conduit. 7. Boxes and Enclosures: NEMA 250, Type 1, except use NEMA 250, Type 4, stainless steel or nonmetallic in damp or wet locations. C. Minimum Raceway Size: 3/4-inch trade size. D. Raceway Fittings: Compatible with raceways and suitable for use and location. 1. Rigid Steel Conduit: Use threaded rigid steel conduit fittings,unless otherwise indicated. RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 260533 - 5 Packet Pg. 3646 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual E. Install nonferrous conduit or tubing for circuits operating above 60 Hz. Where aluminum raceways are installed for such circuits and pass through concrete,install in nonmetallic sleeve. 3.2 INSTALLATION A. Comply with NECA 1 for installation requirements applicable to products specified in Part 2 except where requirements on Drawings or in this Article are stricter. _ B. Keep raceways at least 6 inches away from parallel runs of flues and steam or hot-water pipes. Install horizontal raceway runs above water and steam piping. ' C. Complete raceway installation before starting conductor installation. D. Arrange stub-ups so curved portions of bends are not visible above the finished slab. 0 E. Install no more than the equivalent of three 90-degree bends in any conduit run except for communications conduits, for which fewer bends are allowed. , cv F. Conceal conduit and EMT within finished walls, ceilings, and floors, unless otherwise indicated. w G. Raceways Embedded in Slabs: cv M 1. Run conduit larger than 1-inch trade size, parallel or at right angles to main "4 reinforcement. Where at right angles to reinforcement, place conduit close to slab support. et 2. Arrange raceways to cross building expansion joints at right angles with expansion fittings. ' 3. Change from ENT to RNC, Type EPC-40-PVC, rigid steel conduit, or IMC before rising above the floor. E 0 H. Threaded Conduit Joints, Exposed to Wet, Damp, Corrosive, or Outdoor Conditions: Apply , listed compound to threads of raceway and fittings before making up joints. Follow compound manufacturer's written instructions. I. Raceway Terminations at Locations Subject to Moisture or Vibration: Use insulating bushings to protect conductors, including conductors smaller than No. 4 AWG. J. Install pull wires in empty raceways. Use polypropylene or monofilament plastic line with not less than 200-lb tensile strength. Leave at least 12 inches of slack at each end of pull wire. K. Raceways for Optical Fiber and Communications Cable: Install raceways, metallic and nonmetallic,rigid and flexible, as follows: E 1. 3/4-Inch Trade Size and Smaller: Install raceways in maximum lengths of 50 feet. 2. 1-Inch Trade Size and Larger: Install raceways in maximum lengths of 75 feet. 3. Install with a maximum of two 90-degree bends or equivalent for each length of raceway unless Drawings show stricter requirements. Separate lengths with pull or junction boxes RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 260533 - 6 Packet Pg. 3647 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual or terminations at distribution frames or cabinets where necessary to comply with these requirements. L. Install raceway sealing fittings at suitable, approved, and accessible locations and fill them with listed sealing compound. For concealed raceways, install each fitting in a flush steel box with a blank cover plate having a finish similar to that of adjacent plates or surfaces. Install raceway sealing fittings at the following points: 1. Where conduits pass from warm to cold locations, such as boundaries of refrigerated spaces. 2. Where otherwise required by NFPA 70. M. Expansion-Joint Fittings for RNC: Install in each run of aboveground conduit that is located where environmental temperature change may exceed 30 deg F, and that has straight-run length that exceeds 25 fee. 0 1. Install expansion-joint fittings for each of the following locations, and provide type and quantity of fittings that accommodate temperature change listed for location: N r a. Outdoor Locations Not Exposed to Direct Sunlight: 125 deg F temperature change. b. Outdoor Locations Exposed to Direct Sunlight: 155 deg F temperature change. C. Indoor Spaces: Connected with the Outdoors without Physical Separation: 125 deg F temperature change. N 2. Install fitting(s) that provide expansion and contraction for at least 0.00041 inch per foot of length of straight run per deg F of temperature change. 3. Install each expansion-joint fitting with position, mounting, and piston setting selected according to manufacturer's written instructions for conditions at specific location at the N time of installation. m N. Flexible Conduit Connections: Use maximum of 72 inches of flexible conduit for recessed and 0 semi-recessed lighting fixtures, equipment subject to vibration, noise transmission, or movement; and for transformers and motors. 1. Use LFMC in damp or wet locations subject to severe physical damage. 2. Use LFMC or LFNC in damp or wet locations not subject to severe physical damage. O. Recessed Boxes in Masonry Walls: Saw-cut opening for box in center of cell of masonry block and install box flush with surface of wall. 3.3 INSTALLATION OF UNDERGROUND CONDUIT A. Direct-Buried Conduit: 1. Excavate trench bottom to provide firm and uniform support for conduit. Prepare trench bottom as specified in Division 31 Section "Earth Moving" for pipe less than 6 inches in nominal diameter. RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 260533 - 7 Packet Pg. 3648 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2. After installing conduit, backfill and compact. Start at tie-in point, and work toward end of conduit run, leaving conduit at end of run free to move with expansion and contraction as temperature changes during this process. Firmly hand tamp backfill around conduit to provide maximum supporting strength. After placing controlled backfill to within 12 inches of finished grade, make final conduit connection at end of run and complete backfilling with normal compaction as specified in Division 31 Section "Earth Moving." 3. Install manufactured duct elbows for stub-ups at poles and equipment and at building entrances through the floor, unless otherwise indicated. Encase elbows for stub-up ducts = throughout the length of the elbow. 4. Install manufactured rigid steel conduit elbows for stub-ups at poles and equipment and at building entrances through the floor. .� a. Couple steel conduits to ducts with adapters designed for this purpose and encase coupling with 3 inches of concrete. b. For stub-ups at equipment mounted on outdoor concrete bases, extend steel conduit horizontally a minimum of 60 inches from edge of equipment pad or foundation. Install insulated grounding bushings on terminations at equipment. cv 3.4 SLEEVE INSTALLATION FOR ELECTRICAL PENETRATIONS A. Concrete Slabs and Walls: Install sleeves for penetrations unless core-drilled holes or formed W openings are used. Install sleeves during erection of slabs and walls. N M cv B. Use pipe sleeves unless penetration arrangement requires rectangular sleeved opening. i C. Fire-Rated Assemblies: Install sleeves for penetrations of fire-rated floor and wall assemblies unless openings compatible with firestop system used are fabricated during construction of floor FL or wall. ' cv m D. Cut sleeves to length for mounting flush with both surfaces of walls. E. Extend sleeves installed in floors 2 inches above finished floor level. F. Size pipe sleeves to provide 1/4-inch annular clear space between sleeve and raceway unless a, sleeve seal is to be installed. y G. Seal space outside of sleeves with grout for penetrations of concrete and masonry. H. Interior Penetrations of Non-Fire-Rated Walls and Floors: Seal annular space between sleeve and raceway, using joint sealant appropriate for size, depth, and location of joint. Refer to Division 07 Section "Joint Sealants" for materials and installation. I. Fire-Rated-Assembly Penetrations: Maintain indicated fire rating of walls, partitions, ceilings, and floors at raceway penetrations. Install sleeves and seal with firestop materials. Comply with Division 07 Section "Penetration Firestopping." et RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 260533 - 8 Packet Pg. 3649 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual J. Aboveground, Exterior-Wall Penetrations: Seal penetrations using sleeves and mechanical sleeve seals. Select sleeve size to allow for 1-inch annular clear space between pipe and sleeve for installing mechanical sleeve seals. K. Underground, Exterior-Wall Penetrations: Install cast-iron "wall pipes" for sleeves. Size sleeves to allow for 1-inch annular clear space between raceway and sleeve for installing mechanical sleeve seals. 3.5 SLEEVE-SEAL INSTALLATION A. Install to seal underground, exterior wall penetrations. B. Use type and number of sealing elements recommended by manufacturer for raceway material _ and size. Position raceway in center of sleeve. Assemble mechanical sleeve seals and install in c annular space between raceway and sleeve. Tighten bolts against pressure plates that cause sealing elements to expand and make watertight seal. 3.6 FIRESTOPPING A. Apply firestopping to electrical penetrations of fire-rated floor and wall assemblies to restore original fire-resistance rating of assembly. Firestopping materials and installation requirements are specified in Division 07 Section "Penetration Firestopping." N r I 3.7 PROTECTION z A. Provide final protection and maintain conditions that ensure coatings, finishes, and cabinets are without damage or deterioration at time of Substantial Completion. W E 1. Repair damage to galvanized finishes with zinc-rich paint recommended by 0 manufacturer. , END OF SECTION 260533 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 260533 - 9 Packet Pg. 3650 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 260553 - IDENTIFICATION FOR ELECTRICAL SYSTEMS PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Identification of power and control cables. 2. Identification for conductors. N 3. Underground-line warning tape. 4. Warning labels and signs. 5. Instruction signs. 6. Equipment identification labels. N 7. Miscellaneous identification products. CD N M cv 1.3 SUBMITTALS e( A. Product Data: For each electrical identification product indicated. cv B. Samples: For each type of label and sign to illustrate size, colors, lettering style, mounting W provisions, and graphic features of identification products. :5 6 C. Identification Schedule: An index of nomenclature of electrical equipment and system components used in identification signs and labels. 1.4 QUALITY ASSURANCE A. Comply with ANSI A13.1 and IEEE C. B. Comply with NFPA 70. C. Comply with 29 CFR 1910.144 and 29 CFR 1910.145. D. Comply with ANSI Z535.4 for safety signs and labels. E. Adhesive-attached labeling materials, including label stocks, laminating adhesives, and inks used by label printers, shall comply with UL 969. IDENTIFICATION FOR ELECTRICAL SYSTEMS 260553 - 1 Packet Pg. 3651 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1.5 COORDINATION A. Coordinate identification names, abbreviations, colors, and other features with requirements in other Sections requiring identification applications, Drawings, Shop Drawings, manufacturer's wiring diagrams, and the Operation and Maintenance Manual; and with those required by codes, standards, and 29 CFR 1910.145. Use consistent designations throughout Project. B. Coordinate installation of identifying devices with completion of covering and painting of surfaces where devices are to be applied. C. Coordinate installation of identifying devices with location of access panels and doors. .� D. Install identifying devices before installing acoustical ceilings and similar concealment. PART2 - PRODUCTS 2.1 CONDUCTOR IDENTIFICATION MATERIALS A. Color-Coding Conductor Tape: Colored, self-adhesive vinyl tape not less than 3 mils thick by 1 to 2 inches wide. cv B. Self-Adhesive Vinyl Labels: Preprinted, flexible label laminated with a clear, weather- and chemical-resistant coating and matching wraparound adhesive tape for securing ends of legend label. C. Marker Tapes: Vinyl or vinyl-cloth, self-adhesive wraparound type, with circuit identification legend machine printed by thermal transfer or equivalent process. cv m D. Write-On Tags: Polyester tag, 0.0 1 0-inch-thick, with corrosion-resistant grommet and cable tie E for attachment to conductor or cable. 0 1. Marker for Tags: Permanent, waterproof, black ink marker recommended by tag manufacturer. � 2.2 UNDERGROUND-LINE WARNING TAPE A. Tape: 1. Recommended by manufacturer for the method of installation and suitable to identify and locate underground electrical lines. 2. Printing on tape shall be permanent and shall not be damaged by burial operations. 3. Tape material and ink shall be chemically inert, and not subject to degrading when exposed to acids, alkalis, and other destructive substances commonly found in soils. B. Color and Printing: 1. Comply with ANSI Z535.1 through ANSI Z535.5. IDENTIFICATION FOR ELECTRICAL SYSTEMS 260553 - 2 Packet Pg. 3652 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2. Inscriptions for Red-Colored Tapes: ELECTRIC LINE, HIGH VOLTAGE,. C. Tag: Type ID: 1. Detectable three-layer laminate, consisting of a printed pigmented polyolefin film, a solid aluminum-foil core, and a clear protective film that allows inspection of the continuity of the conductive core, bright-colored, continuous-printed on one side with the inscription of the utility, compounded for direct-burial service. s 2. Overall Thickness: 5 mils. _ 3. Foil Core Thickness: 0.35 mil. 4. Weight: 28 lb/1000 sq. ft. .� 5. 3-InchTensile According to ASTM D 882: 70 lbf, and 4600 psi. 2.3 WARNING LABELS AND SIGNS A. Comply with NFPA 70 and 29 CFR 1910.145. B. Self-Adhesive Warning Labels: Factory-printed, multicolor,pressure-sensitive adhesive labels, configured for display on front cover, door, or other access to equipment unless otherwise indicated. C. Baked-Enamel Warning Signs: N CD 1. Pre-printed aluminum signs, punched or drilled for fasteners, with colors, legend, and `44 size required for application. 2. 1/4-inch grommets in corners for mounting. 3. Nominal size, 7 by 10 inches. D. Warning label and sign shall include,but are not limited to, the following legends: E 1. Multiple Power Source Warning: "DANGER - ELECTRICAL SHOCK HAZARD - 0 EQUIPMENT HAS MULTIPLE POWER SOURCES." 2. Workspace Clearance Warning: "WARNING - OSHA REGULATION - AREA IN FRONT OF ELECTRICAL EQUIPMENT MUST BE KEPT CLEAR FOR 36 INCHES". y 2.4 INSTRUCTION SIGNS A. Engraved, laminated acrylic or melamine plastic, minimum 1/16-inch-thick for signs up to 20 sq.inches and 1/8 inch-thick for larger sizes. 1. Engraved legend with black letters on white face. 2. Punched or drilled for mechanical fasteners. 3. Framed with mitered acrylic molding and arranged for attachment at applicable equipment. IDENTIFICATION FOR ELECTRICAL SYSTEMS 260553 - 3 Packet Pg. 3653 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual B. Adhesive Film Label with Clear Protective Overlay: Machine printed, in black, by thermal transfer or equivalent process. Minimum letter height shall be 3/8 inch. Overlay shall provide a weatherproof and UV-resistant seal for label. 2.5 EQUIPMENT IDENTIFICATION LABELS A. Adhesive Film Label with Clear Protective Overlay: Machine printed, in black, by thermal transfer or equivalent process. Minimum letter height shall be 3/8 inch. Overlay shall provide a weatherproof and UV-resistant seal for label. B. Self-Adhesive, Engraved, Laminated Acrylic or Melamine Label: Adhesive backed, with white letters on a dark-gray background. Minimum letter height shall be 3/8 inch. C. Engraved, Laminated Acrylic or Melamine Label: Punched or drilled for screw mounting. 0 White letters on a dark-gray background. Minimum letter height shall be 3/8 inch. 2.6 CABLE TIES A. UV-Stabilized Cable Ties: Fungus inert, designed for continuous exposure to exterior sunlight, self extinguishing, one piece, self locking, Type 6/6 nylon. N 1. Minimum Width: 3/16 inch. N M 2. Tensile Strength at 73 deg F, According to ASTM D 638: 12,000 psi. `14 3. Temperature Range: Minus 40 to plus 185 deg F. 4. Color: Black. z 2.7 MISCELLANEOUS IDENTIFICATION PRODUCTS E A. Paint: Comply with requirements in Division 09 painting Sections for paint materials and 0 application requirements. Select paint system applicable for surface material and location (exterior or interior). B. Fasteners for Labels and Signs: Self-tapping, stainless-steel screws or stainless-steel machine screws with nuts and flat and lock washers. PART 3 - EXECUTION 3.1 INSTALLATION E A. Verify identity of each item before installing identification products. B. Location: Install identification materials and devices at locations for most convenient viewing without interference with operation and maintenance of equipment. C. Apply identification devices to surfaces that require finish after completing finish work. IDENTIFICATION FOR ELECTRICAL SYSTEMS 260553 - 4 Packet Pg. 3654 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual D. Self-Adhesive Identification Products: Clean surfaces before application, using materials and methods recommended by manufacturer of identification device. E. Attach signs and plastic labels that are not self-adhesive type with mechanical fasteners appropriate to the location and substrate. F. Cable Ties: For attaching tags. Use general-purpose type, except as listed below: 1. Outdoors: UV-stabilized nylon. 2. In Spaces Handling Environmental Air: Plenum rated. G. Underground-Line Warning Tape: During backfilling of trenches install continuous underground-line warning tape directly above line at 6 to 8 inches below finished grade. Use multiple tapes where width of multiple lines installed in a common trench or concrete _ envelope exceeds 16 inches overall. 0 3.2 IDENTIFICATION SCHEDULE N r A. Power-Circuit Conductor Identification, 600 V or Less: For conductors in vaults, pull and junction boxes,manholes, and handholes,use color-coding conductor tape to identify the phase. 1. Color-Coding for Phase and Voltage Level Identification, 600 V or Less: Use colors N listed below for ungrounded service feeder and branch-circuit conductors. N a. Color shall be factory applied or field applied for sizes larger than No. 8 AWG, if authorities having jurisdiction permission]. b. Colors for 208/120-V Circuits: N 1) Phase A: Black. W 2) Phase B: Red. E 3) Phase C: Blue. 0 C. Colors for 480/277-V Circuits: 1) Phase A: Brown. 2) Phase B: Orange. 3) Phase C: Yellow. d. Field-Applied, Color-Coding Conductor Tape: Apply in half-lapped turns for a minimum distance of 6 inches from terminal points and in boxes where splices or taps are made. Apply last two turns of tape with no tension to prevent possible �. unwinding. Locate bands to avoid obscuring factory cable markings. B. Power-Circuit Conductor Identification, More than 600 V: For conductors in vaults, pull and junction boxes,manholes, and handholes,use write-on tags with the circuit designation. C. Install instructional sign including the color-code for grounded and ungrounded conductors using adhesive-film-type labels. IDENTIFICATION FOR ELECTRICAL SYSTEMS 260553 - 5 Packet Pg. 3655 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual D. Conductors to Be Extended in the Future: Attach write-on tags to conductors and list source. E. Auxiliary Electrical Systems Conductor Identification: Identify field-installed alarm, control, and signal connections. 1. Identify conductors, cables, and terminals in enclosures and at junctions, terminals, and pull points. Identify by system and circuit designation. 2. Use system of marker tape designations that is uniform and consistent with system used s by manufacturer for factory-installed connections. 3. Coordinate identification with Project Drawings, manufacturer's wiring diagrams, and the Operation and Maintenance Manual. .� F. Locations of Underground Lines: Identify with underground-line warning tape for power, lighting, communication, and control wiring and optical fiber cable. 0 1. Limit use of underground-line warning tape to direct-buried cables. 2. Install underground-line warning tape for both direct-buried cables and cables in raceway. cv G. Workspace Indication: Install floor marking tape to show working clearances in the direction of access to live parts. Workspace shall be as required by NFPA 70 and 29 CFR 1926.403 unless otherwise indicated. Do not install at flush-mounted panelboards and similar equipment in finished spaces. CD cv M H. Warning Labels for Indoor Cabinets, Boxes, and Enclosures for Power and Lighting: Self- `44 adhesive warning labels and Metal-backed,butyrate warning signs. e( 1. Comply with 29 CFR 1910.145. 2. Identify system voltage with black letters on an orange background. N 3. Apply to exterior of door, cover, or other access. I. Operating Instruction Signs: Install instruction signs to facilitate proper operation and 0 maintenance of electrical systems and items to which they connect. Install instruction signs with approved legend where instructions are needed for system or equipment operation. J. Equipment Identification Labels: On each unit of equipment, install unique designation label that is consistent with wiring diagrams, schedules, and the Operation and Maintenance Manual. Apply labels to disconnect switches and protection equipment, central or master units, control r_ panels, control stations, terminal cabinets, and racks of each system. Systems include power, s lighting, control, communication, signal, monitoring, and alarm systems unless equipment is provided with its own identification. 1. Labeling Instructions: a. Indoor Equipment: Adhesive film label with clear protective overlay. Unless M otherwise indicated, provide a single line of text with 1/2-inch-high letters on 1- < 1/2-inch-high label;where two lines of text are required,use labels 2 inches high. b. Outdoor Equipment: Engraved, laminated acrylic or melamine label. IDENTIFICATION FOR ELECTRICAL SYSTEMS 260553 - 6 Packet Pg. 3656 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual C. Elevated Components: Increase sizes of labels and letters to those appropriate for viewing from the floor. d. Unless provided with self-adhesive means of attachment, fasten labels with appropriate mechanical fasteners that do not change the NEMA or NRTL rating of the enclosure. 2. Equipment to Be Labeled: a. Panelboards: Typewritten directory of circuits in the location provided by panelboard manufacturer. Panelboard identification shall be self-adhesive, engraved, laminated acrylic or melamine label. .� b. Enclosures and electrical cabinets. C. Access doors and panels for concealed electrical items. d. Enclosed switches. e. Enclosed circuit breakers. 0 c f. Enclosed controllers. S END OF SECTION 260553 cv cv r9 cv i cv 0 IDENTIFICATION FOR ELECTRICAL SYSTEMS 260553 - 7 Packet Pg. 3657 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 265119 - LED INTERIOR LIGHTING PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes the following types of LED luminaires: 1. Cylinder. 2. Downlight. 3. Recessed, linear. 4. Surface mount, linear. >' w 5. Surface mount,nonlinear. N N M 1.3 DEFINITIONS N i A. CCT: Correlated color temperature. z B. CRI: Color Rendering Index. N C. Fixture: See "Luminaire." 0 D. IP: International Protection or Ingress Protection Rating. E. LED: Light-emitting diode. F. Lumen: Measured output of lamp and luminaire, or both. In G. Lummaire: Complete lighting unit, including lamp,reflector, and housing. 1.4 ACTION SUBMITTALS A. Product Data: For each type of product. 1. Arrange in order of luminaire designation. 2. Include data on features, accessories, and finishes. 3. Include physical description and dimensions of luminaires. 4. Include emergency lighting units, including batteries and chargers. 5. Include life, output(lumens, CCT, and CRI), and energy-efficiency data. LED INTERIOR LIGHTING 265119 - 1 Packet Pg. 3658 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 6. Photometric data and adjustment factors based on laboratory tests, complying with IES "Lighting Measurements Testing and Calculation Guides" for each luminaire type. The adjustment factors shall be for lamps and accessories identical to those indicated for the luminaire as applied in this Project IES LM-79 and IES LM-80. a. Manufacturers' Certified Data: Photometric data certified by manufacturer's laboratory with a current accreditation under the National Voluntary Laboratory Accreditation Program for Energy Efficient Lighting Products. _ b. Testing Agency Certified Data: For indicated luminaires, photometric data certified by a qualified independent testing agency. Photometric data for remaining luminaires shall be certified by manufacturer. .� B. Shop Drawings: For nonstandard or custom luminaires. 1. Include tans elevations sections and mounting and attachment details. p g c 2. Include details of luminaire assemblies. Indicate dimensions, weights, loads, required clearances, method of field assembly, components, and location and size of each field connection. 3. Include diagrams for power, signal, and control wiring. 1.5 INFORMATIONAL SUBMITTALS W cv A. Coordination Drawings: Reflected ceiling plan(s) and other details, drawn to scale, on which the following items are shown and coordinated with each other, using input from installers of the items involved: 1. Luminaires. 2. Suspended ceiling components. N 3. Partitions and millwork that penetrate the ceiling or extend to within 12 inches of the W plane of the luminaires. :5 4. Structural members to which luminaires will be attached. 6 5. Initial access modules for acoustical tile,including size and locations. 6. Items penetrating finished ceiling,including the following: a. Other luminaires. b. Air outlets and inlets. C. Speakers. d. Sprinklers. e. Access panels. 7. Moldings. m B. Qualification Data: For testing laboratory providing photometric data for luminaires. C. Seismic Qualification Data: For luminaires, accessories, and components,from manufacturer. 1. Basis for Certification: Indicate whether withstand certification is based on actual test of assembled components or on calculation. LED INTERIOR LIGHTING 265119 - 2 Packet Pg. 3659 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2. Dimensioned Outline Drawings of Equipment Unit: Identify center of gravity and locate and describe mounting and anchorage provisions. 3. Detailed description of equipment anchorage devices on which the certification is based and their installation requirements. D. Product Certificates: For each type of luminaire. E. Product Test Reports: For each type of luminaire, for tests performed by manufacturer and witnessed by a qualified testing agency. 1.6 QUALITY ASSURANCE A. Luminaire Photometric Data Testing Laboratory Qualifications: Luminaire manufacturer's _ laboratory that is accredited under the NVLAP for Energy Efficient Lighting Products. 0 B. Luminaire Photometric Data Testing Laboratory Qualifications: Provided by an independent agency, with the experience and capability to conduct the testing indicated, that is an NRTL as defined by OSHA in 29 CFR 1910.7, accredited under the NVLAP for Energy Efficient Lighting Products, and complying with the applicable IES testing standards. C. Provide luminaires from a single manufacturer for each luminaire type. `✓ cv CD cv r9 1.7 DELIVERY, STORAGE, AND HANDLING i A. Protect finishes of exposed surfaces by applying a strippable temporary protective covering before shipping. cv m 1.8 WARRANTY 0 A. Warranty: Manufacturer and Installer agree to repair or replace components of luminaires that , fail in materials or workmanship within specified warranty period. B. Warranty Period: Five year(s)from date of Substantial Completion. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Seismic Performance: Luminaires shall withstand the effects of earthquake motions determined according to ASCE/SEI 7. B. Seismic Performance: Luminaires and lamps shall be labeled vibration and shock resistant. LED INTERIOR LIGHTING 265119 - 3 Packet Pg. 3660 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. The term "withstand" means "the lummaire will remain in place without separation of any parts when subjected to the seismic forces specified and the lummaire will be fully operational during and after the seismic event." C. Ambient Temperature: 41 to 104 deg. 1. Relative Humidity: Zero to 95 percent. D. Altitude: Sea level to 1000 feet. 2.2 LUMINAIRE REQUIREMENTS A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70,by a a qualified testing agency, and marked for intended location and application. 0 B. Factory-Applied Labels: Comply with UL 1598. Include recommended lamps. Locate labels where they will be readily visible to service personnel,but not seen from normal viewing angles , when lamps are in place. N 1. Label shall include the following lamp characteristics: a. "USE ONLY" and include specific lamp type. b. Lamp diameter, shape, size,wattage, and coating. C. CCT and CRI. i C. Recessed luminaires shall comply with NEMA LE 4. D. NRTL Compliance: Luminaires for hazardous locations shall be listed and labeled for indicated class and division of hazard by an NRTL. W E E. FM Global Compliance: Luminaires for hazardous locations shall be listed and labeled for 0 indicated class and division of hazard by FM Global. F. California Title 24 compliant. 2.3 CYLINDER A. Nominal Operating Voltage: Universal. B. Lamp: 1. Minimum 1000 lm. 2. Minimum allowable efficacy of 80 lm/W. 3. CRI of minimum 80. CCT of 4000 K. 4. Rated lamp life of 50,000 hours to L70. 5. Dimmable from 100 percent to 0 percent of maximum light output. 6. Internal driver. LED INTERIOR LIGHTING 265119 - 4 Packet Pg. 3661 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 7. User-Replaceable Lamps: a. Bulb shape complying with ANSI C78.79. b. Lamp base complying with ANSI C81.61 or IEC 60061-1. 8. Lens Thickness: At least 0.125-inch minimum unless otherwise indicated. C. Housings: 1. Die-Cast housing and heat sink. 2. White powder-coat finish. D. Doors, Frames, and Other Internal Access: Smooth operating, free of light leakage under operating conditions, and designed to permit re-lamping without use of tools. Components are a_ designed to prevent doors, frames, lenses, diffusers, and other components from falling Z 0 accidentally during re-lamping and when secured in operating position. E. Diffusers and Globes: N I. Tempered Fresnel glass. 2. Acrylic Diffusers: One hundred percent virgin acrylic plastic, with high resistance to yellowing and other changes due to aging, exposure to heat, and UV radiation. 3. Glass: Annealed crystal glass unless otherwise indicated. 4. Lens Thickness: At least 0.125-inch minimum unless otherwise indicated. M N F. With integral mounting provisions. i G. Standards: N I. ENERGY STAR certified. 2. RoHS compliant. E 3. UL Listing: Listed for damp location. 0 2.4 DOWNLIGHT A. Nominal Operating Voltage: Universal B. Lamp: 1. Minimum 575 lm. 2. Minimum allowable efficacy of 80 lm/W. 3. CRI of minimum 80. CCT of 4100 K. m 4. Rated lamp life of 50,000 hours to L70. 5. Dimmable from 100 percent to 0 percent of maximum light output. 6. Internal driver. 7. User-Replaceable Lamps: a. Bulb shape complying with ANSI C78.79. LED INTERIOR LIGHTING 265119 - 5 Packet Pg. 3662 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual b. Lamp base complying with ANSI C81.61 or IEC 60061-1. 8. Lens Thickness: At least 0.125-inch minimum unless otherwise indicated. C. Housings: 1. Die-Cast Aluminum housing and heat sink. 2. White powder-coat finish. _ 3. Universal mounting bracket. 4. Integral junction box with conduit fittings. D. Doors, Frames, and Other Internal Access: Smooth operating, free of light leakage under operating conditions, and designed to permit re-lamping without use of tools. Designed to prevent doors, frames, lenses, diffusers, and other components from falling accidentally during re-lamping and when secured in operating position. 0 E. Diffusers and Globes: 1. Fixed lens. 2. Medium light distribution. 3. Tempered Fresnel glass. 4. Acrylic Diffusers: One hundred percent virgin acrylic plastic, with high resistance to yellowing and other changes due to aging, exposure to heat, and UV radiation. C44 5. Glass: Annealed crystal glass unless otherwise indicated. 6. Lens Thickness: At least 0.125-inch minimum unless otherwise indicated. i F. Standards: I. ENERGY STAR certified. ' cv 2. RoHS compliant. W 3. UL Listing: Listed for damp location. 4. Recessed luminaires shall comply with NEMA LE 4. 2.5 RECESSED, LINEAR A. Nominal Operating Voltage: Universal. B. Lamp: 1. Minimum 1,500 lm. 2. Minimum allowable efficacy of 85 lm/W. 3. CRI of minimum 80. CCT of 4100 K. 4. Rated lamp life of 50,000 hours to L70. 5. Dimmable from 100 percent to 0 percent of maximum light output. 6. Internal driver. 7. User-Replaceable Lamps: a. Bulb shape complying with ANSI C78.79. LED INTERIOR LIGHTING 265119 - 6 Packet Pg. 3663 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual b. Lamp base complying with ANSI C81.61 or IEC 60061-1. 8. Lens Thickness: At least 0.125-inch minimum unless otherwise indicated. C. Housings: 1. Extruded-aluminum housing and heat sink. 2. White powder-coat finish. _ 3. With integral mounting provisions. D. Doors, Frames, and Other Internal Access: Smooth operating, free of light leakage under ' operating conditions, and designed to permit re-lamping without use of tools. Components are designed to prevent doors, frames, lenses, diffusers, and other components from falling accidentally during re-lamping and when secured in operating position. 0 E. Diffusers and Globes: 1. Tempered Fresnel glass. 2. Acrylic Diffusers: One hundred percent virgin acrylic plastic, with high resistance to yellowing and other changes due to aging, exposure to heat, and UV radiation. 3. Glass: Annealed crystal glass unless otherwise indicated. 4. Lens Thickness: At least 0.125-inch minimum unless otherwise indicated. N CD F. Standards: M N I. ENERGY STAR certified. i 2. RoHS compliant. 3. UL Listing: Listed for damp location. 4. NEMA LE 4. ' cv 2.6 SURFACE MOUNT, LINEAR A. Nominal Operating Voltage: Universal. B. Lamp: 1. Minimum 750 lm. 2. Minimum allowable efficacy of 80 lm/W. _ 3. CRI of minimum 80. CCT of 4100 K. 4. Rated lamp life of 50,000 hours to L70. 5. Dimmable from 100 percent to 0 percent of maximum light output. �. 6. Internal driver. 7. User-Replaceable Lamps: a. Bulb shape complying with ANSI C78.79. b. Lamp base complying with ANSI C81.61 or IEC 60061-1. 8. Lens Thickness: At least 0.125-inch minimum unless otherwise indicated. LED INTERIOR LIGHTING 265119 - 7 Packet Pg. 3664 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual C. Housings: 1. Die Cast Aluminum housing and heat sink. 2. White powder-coat finish. 3. With integral mounting provisions. D. Doors, Frames, and Other Internal Access: Smooth operating, free of light leakage under operating conditions, and designed to permit re-lamping without use of tools. Components are = designed to prevent doors, frames, lenses, diffusers, and other components from falling accidentally during re-lamping and when secured in operating position. E. Diffusers and Globes: 1. Tempered Fresnel glass. _ 2. Acrylic Diffusers: One hundred percent virgin acrylic plastic, with high resistance to c yellowing and other changes due to aging, exposure to heat, and UV radiation. S 3. Glass: Annealed crystal glass unless otherwise indicated. 4. Lens Thickness: At least 0.125-inch minimum unless otherwise indicated. cv F. Standards: 1. ENERGY STAR certified. W 2. RoHS compliant. 3. UL Listing: Listed for damp location. M cv i 2.7 SURFACE MOUNT,NONLINEAR A. Nominal Operating Voltage: Universal. cv m B. Lamp: 0 1. Minimum 750 lm. , 2. Minimum allowable efficacy of 80 lm/W. 3. CRI of minimum 80. CCT of 4100 K. 4. Rated lamp life of 50,000 hours to L70. 5. Dimmable from 100 percent to 0 percent of maximum light output. 6. Internal driver. 7. User-Replaceable Lamps: a. Bulb shape complying with ANSI C78.79. b. Lamp base complying with ANSI C81.61 or IEC 60061-1. �. 8. Lens Thickness: At least 0.125-inch minimum unless otherwise indicated. C. Housings: 1. Die Cast Aluminum housing and heat sink. 2. White powder-coat finish. LED INTERIOR LIGHTING 265119 - 8 Packet Pg. 3665 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3. With integral mounting provisions. D. Doors, Frames, and Other Internal Access: Smooth operating, free of light leakage under operating conditions, and designed to permit re-lamping without use of tools. Components are designed to prevent doors, frames, lenses, diffusers, and other components from falling accidentally during re-lamping and when secured in operating position. E. Diffusers and Globes: 1. Tempered Fresnel glass. 2. Acrylic Diffusers: One hundred percent virgin acrylic plastic, with high resistance to .� yellowing and other changes due to aging, exposure to heat, and UV radiation. 3. Glass: Annealed crystal glass unless otherwise indicated. 4. Lens Thickness: At least 0.125-inch minimum unless otherwise indicated. 0 F. Standards: 1. ENERGY STAR certified. 2. RoHS compliant. 3. UL Listing: Listed for damp location. 2.8 MATERIALS N CD cv M cv A. Metal Parts: i 1. Free of burrs and sharp corners and edges. 2. Sheet metal components shall be steel unless otherwise indicated. 3. Form and support to prevent warping and sagging. cv m B. Steel: 0 I. ASTM A36/A36M for carbon structural steel. , 2. ASTM A568/A568M for sheet steel. C. Stainless Steel: 1. 1. Manufacturer's standard grade. 2. 2. Manufacturer's standard type, ASTM A240/240M. s D. Galvanized Steel: ASTM A653/A653M. E. Aluminum: ASTM B209. LED INTERIOR LIGHTING 265119 - 9 Packet Pg. 3666 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 2.9 METAL FINISHES A. Variations in finishes are unacceptable in the same piece. Variations in finishes of adjoining components are acceptable if they are within the range of approved Samples and if they can be and are assembled or installed to minimize contrast. 2.10 LUMINAIRE SUPPORT A. Single-Stem Hangers: '/z inch steel tubing with swivel ball fittings and ceiling canopy. Finish same as luminaire. ' B. Wires: ASTM A641/A641M, Class 3, soft temper, zinc-coated steel, 12 gauge. C. Rod Hangers: 3/16-inch minimum diameter, cadmium-plated,threaded steel rod. c D. Hook Hangers: Integrated assembly matched to luminaire, line voltage, and equipment with threaded attachment, cord, and locking-type plug. , N r PART 3 - EXECUTION cv CD 3.1 EXAMINATION � N A. Examine substrates, areas, and conditions, with Installer present, for compliance with i requirements for installation tolerances and other conditions affecting performance of the Work. z B. Examine roughing-in for luminaire to verify actual locations of luminaire and electrical connections before luminaire installation. m C. Proceed with installation only after unsatisfactory conditions have been corrected. 2 , 3.2 TEMPORARY LIGHTING A. If approved by the Architect, use selected permanent luminaires for temporary lighting. When construction is sufficiently complete, clean luminaires used for temporary lighting and install new lamps. 3.3 INSTALLATION A. Comply with NECA 1. B. Install luminaires level,plumb, and square with ceilings and walls unless otherwise indicated. e( C. Install lamps in each luminaire. D. Supports: LED INTERIOR LIGHTING 265119 - 10 Packet Pg. 3667 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Sized and rated for luminaire weight. 2. Able to maintain luminaire position after cleaning and relamping. 3. Provide support for luminaire without causing deflection of ceiling or wall. 4. Luminaire-mounting devices shall be capable of supporting a horizontal force of 100 percent of luminaire weight and a vertical force of 400 percent of luminaire weight. E. Flush-Mounted Luminaires: 1. Secured to outlet box. 2. Attached to ceiling structural members at four points equally spaced around circumference of luminaire. 3. Trim ring flush with finished surface. F. Wall-Mounted Luminaires: 0 1. Attached to structural members in walls. 2. Do not attach luminaires directly to gypsum board. G. Comply with requirements in Section 260519 "Low-Voltage Electrical Power Conductors and Cables" for wiring connections. 3.4 IDENTIFICATION N N M A. Identi system components, wiring, cabling, and terminals. Comply with requirements for CD N Identify y p � g� g� p y q identification specified in Section 260553 "Identification for Electrical Systems." 3.5 FIELD QUALITY CONTROL N m A. Perform the following tests and inspections: E 0 1. Operational Test: After installing luminaires, switches, and accessories, and after , electrical circuitry has been energized,test units to confirm proper operation. 2. Test for Emergency Lighting: Interrupt power supply to demonstrate proper operation. Verify transfer from normal power to battery power and retransfer to normal. B. Luminaire will be considered defective if it does not pass operation tests and inspections. C. Prepare test and inspection reports. 3.6 ADJUSTING A. Occupancy Adjustments: When requested within 12 months of date of Substantial Completion, provide on-site assistance in adjusting the direction of aim of luminaires to suit occupied conditions. Make up to two visits to Project during other-than-normal hours for this purpose. Some of this work may be required during hours of darkness. LED INTERIOR LIGHTING 265119 - 11 Packet Pg. 3668 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. During adjustment visits, inspect all luminaires. Replace lamps or luminaires that are defective. 2. Parts and supplies shall be manufacturer's authorized replacement parts and supplies. 3. Adjust the aim of luminaires in the presence of the Architect. END OF SECTION 265119 0 cv cv cv r9 cv i cv 0 LED INTERIOR LIGHTING 265119 - 12 Packet Pg. 3669 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual SECTION 265619—LED EXTERIOR LIGHTING PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Exterior solid-state luminaires that are designed for and exclusively use LED lamp technology. 2. Luminaire supports. 3. Luminaire-mounted photoelectric relays. >' N 1.3 DEFINITIONS N A. CCT: Correlated color temperature. i B. CRI: Color rendering index. EL C. Fixture: See "Luminaire." N m D. IP: International Protection or Ingress Protection Rating. 0 E. Lumen: Measured output of lamp and luminaire, or both. F. Luminaire: Complete lighting unit, including lamp,reflector, and housing. 1.4 ACTION SUBMITTALS A. Product Data: For each type of luminaire. 1. Arrange in order of luminaire designation. 2. Include data on features, accessories, and finishes. E 3. Include physical description and dimensions of luminaire. 4. Lamps,include life, output(lumens, CCT, and CRI), and energy-efficiency data. 5. Photometric data and adjustment factors based on laboratory tests, complying with IES Lighting Measurements Testing and Calculation Guides, of each luminaire type. The adjustment factors shall be for lamps and accessories identical to those indicated for the luminaire as applied in this Project. LED EXTERIOR LIGHTING 265619 - 1 Packet Pg. 3670 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual a. Manufacturer's Certified Data: Photometric data certified by manufacturer's laboratory with a current accreditation under the NVLAP for Energy Efficient Lighting Products. b. Testing Agency Certified Data: For indicated luminaires, photometric data certified by a qualified independent testing agency. Photometric data for remaining luminaires shall be certified by manufacturer. 6. Wiring diagrams for power, control, and signal wiring. 7. Photoelectric relays. 8. Means of attaching luminaires to supports and indication that the attachment is suitable for components involved. .� B. Shop Drawings: For nonstandard or custom luminaires. 1. Include tans elevations sections and mounting and attachment details. p g c 2. Include details of luminaire assemblies. Indicate dimensions, weights, loads, required clearances, method of field assembly, components, and location and size of each field connection. 3. Include diagrams for power, signal, and control wiring. C. Product Schedule: For luminaires and lamps.Use same designations indicated on Drawings. D. Delegated-Design Submittal: For luminaire supports. cv r9 1. Include design calculations for luminaire supports and seismic restraints. N i 1.5 INFORMATIONAL SUBMITTALS A. Coordination Drawings: Plans, drawn to scale, on which the following items are shown and coordinated with each other,using input from installers of the items involved: E 6 1. Luminaires. 2. Structural members to which equipment and luminaires will be attached. 3. Underground utilities and structures. 4. Existing underground utilities and structures. 5. Above-grade utilities and structures. 6. Existing above-grade utilities and structures. 7. Building features. s 8. Vertical and horizontal information. _ B. Qualification Data: For testing laboratory providing photometric data for luminaires. C. Seismic Qualification Data: For luminaires, accessories, and components,from manufacturer. 1. Basis for Certification: Indicate whether withstand certification is based on actual test of assembled components or on calculation. 2. Dimensioned Outline Drawings of Equipment Unit: Identify center of gravity and locate and describe mounting and anchorage provisions. LED EXTERIOR LIGHTING 265619 - 2 Packet Pg. 3671 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3. Detailed description of equipment anchorage devices on which the certification is based and their installation requirements. D. Product Certificates: For each type of the following: 1. Lummaire. 2. Photoelectric relay. E. Product Test Reports: For each luminaire, for tests performed by manufacturer and witnessed by a qualified testing agency. F. Source quality-control reports. G. Sample warranty. a 0 1.6 CLOSEOUT SUBMITTALS A. Operation and Maintenance Data: For luminaires and photoelectric relays to include in N operation and maintenance manuals. 1. Provide a list of all lamp types used on Project.Use ANSI and manufacturers' codes. 2. Provide a list of all photoelectric relay types used on Project;use manufacturers' codes. � cv M cv 1.7 QUALITY ASSURANCE e( A. Luminaire Photometric Data Testing Laboratory Qualifications: Luminaire manufacturers' laboratory that is accredited under the NVLAP for Energy Efficient Lighting Products. cv m B. Provide luminaires from a single manufacturer for each luminaire type. 0 C. Installer Qualifications: An authorized representative who is trained and approved by manufacturer. D. Mockups: For exterior luminaires, complete with power and control connections. 1. Obtain Architect's approval of luminaires in mockups before starting installations. 2. Maintain mockups during construction in an undisturbed condition as a standard for judging the completed work. 3. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Architect specifically approves such deviations in writing. 4. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. LED EXTERIOR LIGHTING 265619 - 3 Packet Pg. 3672 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1.8 DELIVERY, STORAGE, AND HANDLING A. Protect finishes of exposed surfaces by applying a strippable, temporary protective covering prior to shipping. 1.9 FIELD CONDITIONS A. Verify existing and proposed utility structures prior to the start of work associated with luminaire installation. B. Mark locations of exterior luminaires for approval by Architect prior to the start of luminaire installation. 1.10 WARRANTY A. Warranty: Manufacturer and Installer agree to repair or replace components of luminaires that , fail in materials or workmanship within specified warranty period. N 1. Failures include,but are not limited to, the following: a. Structural failures, including luminaire support components. b. Faulty operation of luminaires and accessories. C. Deterioration of metals, metal finishes, and other materials beyond normal "4 weathering. 2. Warranty Period: 2 year(s)from date of Substantial Completion. FL PART2 - PRODUCTS E 0 2.1 PERFORMANCE REQUIREMENTS A. Seismic Performance: Luminaires shall withstand the effects of earthquake motions determined according to ASCE/SEI 7. B. Seismic Performance: Luminaires and lamps shall be labeled vibration and shock resistant. 1. The term "withstand" means "the luminaire will remain in place without separation of any parts when subjected to the seismic forces specified and the luminaire will be fully operational during and after the seismic event." E 2.2 LUMINAIRE REQUIREMENTS A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70,by a qualified testing agency, and marked for intended location and application. LED EXTERIOR LIGHTING 265619 - 4 Packet Pg. 3673 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual B. NRTL Compliance: Luminaires shall be listed and labeled for indicated class and division of hazard by an NRTL. C. FM Global Compliance: Luminaires for hazardous locations shall be listed and labeled for indicated class and division of hazard by FM Global. D. UL Compliance: Comply with UL 1598 and listed for wet location. E. Lamp base complying with ANSI C81.61 or IEC 60061-1. F. Bulb shape complying with ANSI C79.1. ' G. CRI of minimum 80. CCT of 4100 K. H. L70 lamp life of 50,000 hours. c I. Lamps dimmable from 100 percent to 0 percent of maximum light output. J. Internal driver. N K. Nominal Operating Voltage: Universal. L. In-line Fusing: Separate in-line fuse for each luminaire. CD cv r9 M. Lamp Rating: Lamp marked for outdoor use and in enclosed locations. i N. Source Limitations: Obtain luminaires from single source from a single manufacturer. O. Source Limitations: For luminaires, obtain each color, grade, finish, type, and variety of luminaire from single source with resources to provide products of consistent quality in appearance and physical properties. 0 2.3 LUMINAIRE-MOUNTED PHOTOELECTRIC RELAYS A. Comply with UL 773 or UL 773A. B. Contact Relays: Factory mounted, single throw, designed to fail in the on position, and factory set to turn light unit on at 1.5 to 3 fc and off at 4.5 to 10 fc with 15-second minimum time delay. Relay shall have directional lens in front of photocell to prevent artificial light sources from causing false turnoff. 1. Relay with locking-type receptacle shall comply with ANSI C136.10. 2. Adjustable window slide for adjusting on-off set points. E 2.4 LUMINAIRE TYPES A. Building: LED EXTERIOR LIGHTING 265619 - 5 Packet Pg. 3674 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Luminaire Shape: Square. 2. Mounting: Surface 3. Luminaire-Mounting Height: at existing locations 4. Distribution: To match existing 5. Diffusers and Globes: Tempered glass. 6. Housings: a. Die-cast aluminum housing and heat sink. b. Powder-coat finish(color to match existing fixtures) 2.5 MATERIALS A. Metal Parts: Free of burrs and sharp corners and edges. 0 B. Sheet Metal Components: Corrosion-resistant aluminum Stainless steel. Form and support to prevent warping and sagging. C. Doors, Frames, and Other Internal Access: Smooth operating, free of light leakage under operating conditions, and designed to permit relamping without use of tools. Designed to prevent doors, frames, lenses, diffusers, and other components from falling accidentally during re-lamping and when secured in operating position. Doors shall be removable for cleaning or replacing lenses. `CD V cv r9 D. Diffusers and Globes: cv i 1. Acrylic Diffusers: 100 percent virgin acrylic plastic, with high resistance to yellowing and other changes due to aging, exposure to heat, and UV radiation. U_ 2. Glass: Annealed crystal glass unless otherwise indicated. N 3. Lens Thickness: At least 0.125 inch minimum unless otherwise indicated. E E. Lens and Refractor Gaskets: Use heat- and aging-resistant resilient gaskets to seal and cushion 0 lenses and refractors in lummaire doors. F. Reflecting surfaces shall have minimum reflectance as follows unless otherwise indicated: 1. White Surfaces: 85 percent. 2. Specular Surfaces: 83 percent. 3. Diffusing Specular Surfaces: 75 percent. G. Housings: 1. Rigidly formed, weather- and light-tight enclosure that will not warp, sag, or deform in use. 2. Provide filter/breather for enclosed luminaires. H. Factory-Applied Labels: Comply with UL 1598. Include recommended lamps. Labels shall be located where they will be readily visible to service personnel, but not seen from normal viewing angles when lamps are in place. LED EXTERIOR LIGHTING 265619 - 6 Packet Pg. 3675 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 1. Label shall include the following lamp characteristics: a. "USE ONLY" and include specific lamp type. b. Lamp diameter, shape, size,wattage and coating. C. CCT and CRI for all luminaires. 2.6 FINISHES A. Variations in Finishes: Noticeable variations in same piece are unacceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved ' Samples and are assembled or installed to minimize contrast. B. Luminaire Finish: Manufacturer's standard paint applied to factory-assembled and -tested a luminaire before shipping. Where indicated, match finish process and color of pole or support 0 materials. C. Factory-Applied Finish for Steel Luminaires: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. 1. Surface Preparation: Clean surfaces to comply with SSPC-SP 1, to remove dirt, oil, grease, and other contaminants that could impair paint bond. Grind welds and polish surfaces to a smooth, even finish. Remove mill scale and rust, if present, from uncoated steel, complying with SSPC-SP 5/NACE No. 1 or SSPC-SP 8. 2. Exterior Surfaces: Manufacturer's standard finish consisting of one or more coats of i primer and two finish coats of high-gloss,high-build polyurethane enamel. a. Color: As selected from manufacturer's standard catalog of colors. b. Color: Match Architect's sample of manufacturer's standard color. C. Color: As selected by Architect from manufacturer's full range. :5 6 PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. s B. Examine roughing-in for luminaire electrical conduit to verify actual locations of conduit connections before luminaire installation. C. Proceed with installation only after unsatisfactory conditions have been corrected. LED EXTERIOR LIGHTING 265619 - 7 Packet Pg. 3676 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3.2 TEMPORARY LIGHTING A. If approved by the Architect, use selected permanent luminaires for temporary lighting. When construction is substantially complete, clean luminaires used for temporary lighting and install new lamps. � 3.3 GENERAL INSTALLATION REQUIREMENTS A. Comply with NECA 1. B. Use fastening methods and materials selected to resist seismic forces defined for the application and approved by manufacturer. C. Install lamps in each luminaire. c D. Fasten luminaire to structural support. E. Supports: N 1. Sized and rated for luminaire weight. 2. Able to maintain luminaire position after cleaning and relamping. 3. Support luminaires without causing deflection of finished surface. 4. Luminaire-mounting devices shall be capable of supporting a horizontal force of 100 percent of luminaire weight and a vertical force of 400 percent of luminaire weight. `V i F. Wall-Mounted Luminaire Support: 1. Attached using through bolts and backing plates on either side of wall. N G. Wiring Method: Install cables in raceways. Conceal raceways and cables. 0 H. Install luminaires level,plumb, and square with finished grade unless otherwise indicated. , I. Coordinate layout and installation of luminaires with other construction. J. Adjust luminaires that require field adjustment or aiming. Include adjustment of photoelectric device to prevent false operation of relay by artificial light sources, favoring a north orientation. K. Comply with requirements in Section 260519 "Low-Voltage Electrical Power Conductors and Cables" and Section 260533 "Raceways and Boxes for Electrical Systems" for wiring connections and wiring methods. 3.4 CORROSION PREVENTION A. Aluminum: Do not use in contact with earth or concrete. When in direct contact with a dissimilar metal,protect aluminum by insulating fittings or treatment. LED EXTERIOR LIGHTING 265619 - 8 Packet Pg. 3677 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual B. Steel Conduits: Comply with Section 260533 "Raceways and Boxes for Electrical Systems." In concrete foundations, wrap conduit with 0.010-inch-thick, pipe-wrapping plastic tape applied with a 50 percent overlap. 3.5 IDENTIFICATION A. Identify system components, wiring, cabling, and terminals. Comply with requirements for identification specified in Section 260553 "Identification for Electrical Systems." 3.6 FIELD QUALITY CONTROL A. Inspect each installed lummaire for damage. Replace damaged luminaires and components. B. Perform the following tests and inspections with the assistance of a factory-authorized service representative: 1. Operational Test: After installing luminaires, switches, and accessories, and after electrical circuitry has been energized,test units to confirm proper operation. 2. Verify operation of photoelectric controls. C. Illumination Tests: N CD M 1. Measure light intensities at night. Use photometers with calibration referenced to NIST standards. Comply with the following IES testing guide(s): e( a. IES LM-5. b. IES LM-50. C. IES LM-52. `V d. IES LM-64. e. IES LM-72. 0 2. Operational Test: After installing luminaires, switches, and accessories, and after electrical circuitry has been energized, test units to confirm proper operation. D. Luminaire will be considered defective if it does not pass tests and inspections. E. Prepare a written report of tests, inspections, observations, and verifications indicating and interpreting results. If adjustments are made to lighting system, retest to demonstrate s compliance with standards. 3.7 DEMONSTRATION A. Engage a factory-authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain luminaires and photocell relays. LED EXTERIOR LIGHTING 265619 - 9 Packet Pg. 3678 T.3.d Jacobs Florida Keys Marathon International Airport 10/2020 Monroe County Hangars Rehabilitation Bid Documents Project Manual 3.8 ADJUSTING A. Occupancy Adjustments: When requested within 12 months of date of Substantial Completion, provide on-site assistance in adjusting the direction of aim of luminaires to suit occupied conditions. Make up to two visits to Project during other-than-normal hours for this purpose. Some of this work may be required during hours of darkness. 1. During adjustment visits, inspect all luminaires. Replace lamps or luminaires that are defective. _ 2. Parts and supplies shall be manufacturer's authorized replacement parts and supplies. 3. Adjust the aim of luminaires in the presence of the Architect. .� END OF SECTION 265619 0 cv FL cv cv r9 cv i cv 0 LED EXTERIOR LIGHTING 265619 - 10 Packet Pg. 3679