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12/19/2002 Contract
clelidne MMURCOUlt Danny L. Kolhage (305) 292-3550 office 111 To: Peter Horton, Director Monroe County Airports Attn: Bevette Moore From: Isabel C. DeSantis, Deputy Clerk C Date: Friday, January 11, 2002 At the BOCC meeting of December 19, 2001, the Board granted approval and authorized execution of a Contract between Monroe County and Standen Contracting Company, Inc. for construction services for the Noise Insulation Program for the Key West International Airport. Attached hereto is a fully -executed duplicate original of the above for your handling. Should you have any questions concerning the above, please do not hesitate to contact this office. cc: Finance �- County Attorney ✓File MONROE COUNTY -CONTRACTOR NOISE INSULATION CONTRACT Key West International Airport Noise Insulation Program This Monroe County -Contractor Noise Insulation Contract ("the Contract") is made and entered into by and between the undersigned contractor ("the Contractor"), and Monroe County ("the Sponsor") CONTRACTOR Standen Contracting Company, Inc. PHONE (508) 998-1144 ADDRESS 445 Faunce Comer Road FAX # (508) 998-5866 CITY North Dartmouth STATE MA MAILING ADDRESS (if different than actual location) RECITALS: ZIP CODE 02747 1. The Sponsor is the operator of Key West International Airport ("the Airport") and administers the Noise Insulation Program. 2. The Sponsor and certain homeowners (hereinafter referred to as "the Homeowner") have previously entered into the Noise Insulation Program Agreement(s) and the Homeowner - Contractor Noise Insulation Contract(s) which described certain obligations to be performed by the Sponsor and the Homeowner as part of the Noise Insulation Program. The Noise Insulation Program Agreement(s) and the Homeowner -Contractor Noise Insulation Contract(s) are attached hereto and made a part of this Agreement 3. The parties hereto desire to enter into this Contract for the modification of the Homeowner's Premises in accordance with the Noise Insulation Program Agreement(s), the Homeowner - Contractor Noise Insulation Contract(s) and the Noise Insulation Program. 4. The Contractor has been approved by the Sponsor for work in this program and has agreed to maintain all insurance and bond requirements for performance of the work contained herein. 5. The Contractor has been selected to perform the Statement of Work attached hereto. 6. Nothing in this Contract shall be construed to create any relationship between the Sponsor, its officers, representatives, employees, agents or consultants, and the Contractor, other than that of independent contractors. AGREEMENT URS Corporation Page 1 of 11 MONROE COUNTY -CONTRACTOR NOISE INSULATION CONTRACT AGREEMENT: NOW, THEREFORE, for and in consideration of the Premises and mutual covenants set forth herein, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: 1. The original of this contract with the required attachments and the plans and specifications shall remain on file at the offices of the Airport. The required attachments shall include at a minimum: Construction Bond. Contractor's Proposal. Plans and Specifications. Noise Insulation Program Agreement(s) with all Exhibits. Homeowner -Contractor Noise Insulation Contract(s) with all Exhibits Insurance requirements. Disadvantaged Business enterprise requirements. and such other and further attachments as may be mutually agreed, all of which are incorporated herein by reference as if copied verbatim. In the event of any conflict between the provisions of this contract and the provisions of any attachment(s), the more restrictive on the Contractor shall apply. 2. The Contractor agrees to commence and complete the project, furnish and pay for all materials, supplies, tools, equipment, labor, and other services required to complete the Work, and do and perform all the Work required to complete the project, all in strict and complete compliance with the terms and conditions of this and the other contract documents for the Project, all of which are deemed a part hereof as fully and completely as if set out and copied verbatim herein. 3. The Contractor agrees to use all of those acceptable mechanical, electrical. Plumbing trades and/or other subcontractors set forth in his proposal and only them, in the construction of the Project unless a substitution or deletion is first approved by the Sponsor and to certify to the Sponsor when said subcontractors receive each period payment. 4. The Work to be performed under this Contract shall commence within ten (10) calendar days after written Notice -to -Proceed is issued by the Sponsor. Actual construction work shall not commence before January 1, 2002, and all work, including punch list items, must be totally complete within sixty-five (65) calendar days ("the "Completion Date"). The specified time intervals shall be computed from the day the Work commences or ten calendar days after the Notice -to -Proceed is issued, whichever comes first. AGREEMENT URS Corporation Page 2 of 11 MONROE COUNTY -CONTRACTOR NOISE INSULATION CONTRACT The Sponsor and the Contractor agree that the damages which would be incurred by the Sponsor in the event of delay of the Project would be substantial but are not capable of being precisely calculated as of the execution of this Contract. The Sponsor and the Contractor therefore agree based upon their professional knowledge and experience with projects of this type and their best estimates of the damage associated with delay of the Project that the Contractor (and his surety) shall be liable for and shall forfeit One Hundred Twenty -Five Dollars ($125.00) from the Contract Sum for each particular property included in the Project as defined in the Monroe County -Contractor Noise Insulation Contract, for each calendar day (Sundays and Holidays included) after the ten (10) day timeframe allocated to reach Substantial Completion for each particular property, and shall forfeit One Thousand Dollars ($1,000.00) from the Contract Sum for each calendar day (Sundays and Holidays included) after the Completion Date that any part of the Work upon any property remains incomplete, herein stipulated as fixed, agreed, as liquidated damages, and not as a penalty. All Work which does not conform to the requirements of this Contract, plans, and specifications will be considered unacceptable, unless otherwise determined acceptable by the Sponsor. 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. Work done contrary to the instructions of the Sponsor, Work done beyond the lines shown on the plans or as given, except as herein specified, Work done in an unacceptable manner or any extra Work done with authority, will be considered as unauthorized and will not be paid for under the provisions of this 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 Sponsor made under the provision of this subsection, the Sponsor will have the authority to cause unacceptable Work to be remedied or removed and replaced and unauthorized Work to be removed and to deduct the costs incurred from any monies due or to become due the Contractor. 5. By execution of this Contract, Contractor represents that it has visited the Premises and familiarized itself with all conditions under which the Work is to be performed. Contractor has further satisfied itself that the Statement of Work fully indicates the extent and requirements of all Work to be performed hereunder. If, after commencement of the Work, Contractor discovers that modifications to the Statement of Work are required as a result of conditions at the premises that were not reasonably discoverable prior to commencement of the Work, Contractor shall immediately initiate the change order procedure described in paragraph 16, below. 6. Contractor shall be solely responsible for all construction means, methods, techniques, sequences, and procedures, and for performing, scheduling and coordinating all portions of AGREEMENT URS Corporation Page 3 of 11 MONROE COUNTY -CONTRACTOR NOISE INSULATION CONTRACT the Work in a proper manner and in strict compliance with all applicable code , rules, regulations and laws. Contractor warrants to Sponsor that all materials and equipment incorporatepY in the Work ill be new unless otherwise specified, and that all Work will be of good q lity, free from ults and defects, and in strict conformity with the Statement of Work. All work no so co forming to these standards may be considered defective, and maybe rejected. Any def tive or unauthorized work or materials shall be immediately r medied, removed, repla d or disposed of at Contractor's expense. 8. To ensuiv compliance with the Statement of Work, the Homeowner as agreed that all Work done an aterials furnished shall be subject to inspection bya Sponsor representative. Work done r materials used without this inspectio/gents red removed and replaced at the Coin tor's expense. 9. The Contracto shall be responsible for the actons of all its agents and employees and its subcontractors, suppliers, thd employees, and all other persons performin ny of the Work for the Contrac 10. The Contractor shall b esponsible for safety pKecautions and programs in conjunction with the Work. It shall comp with all applicable odes, rules, regulations, laws, and orders of any public authority having risdiction over Oe safety of persons or property. 11. (a) The Sponsor agrees to pay a Contr ctor for said Work the total sum of one million fifty five thousand three hundred thirt eig ($1,055,338.00) dollars and pursuant to the terms and conditions of this and the othe ontract documents. Incremental payments shall be made for the Work on each property cluded as the percentage of completion of the Work on each such property is judged s is torily completed with the project milestones and in accordance with this and the othe Contr t documents. (b) No payments under this Co tract will be ade except upon compliance with paragraphs 8a-d of the individual Home ner-Contract0 Noise Insulation Contracts. The Contractor shall submit an Application nd Certificate for yment complying with paragraphs 8a-d of Homeowner -Contractor N se Insulation Contrac as to each particular property included in the Project. This proce re incorporated in the omeowner-Contractor Noise Insulation Contracts is as follows: (1) When the ontractor determines that the or s completed, the Contractor will request that t Sponsor make an inspection of the ork\Iess The homeowners have conse/atof uch inspection. If the Sponsor determineWork is in compliance with thment of Work, and the Homeowner acWork and signs the Certificinal Inspection, the Sponsor will issue pahe Contract Sum plus Sponsved Allowance Changes and Change Ordtainage. (2) If the Homeowner determines that the Work is not in complianc with the Statement o Work, the Homeowner shall provide the Architect and the Sponsor Wkth a list of items Mich are requested to be completed by the Contractor in order for Ike work to be accepted. The Architect and the Sponsor shall review such list and notify t Contractor of the items approved by the Sponsor which must be completed. AGREEMENT URS Corporation Page 4 of 11 MONROE COUNTY -CONTRACTOR NOISE INSULATION CONTRACT the Work in a proper manner and in strict compliance with all applicable codes, rules, regulations and laws. 7. Contractor warrants to Sponsor that all materials and equipment incorporated in the Work will be new unless otherwise specified, and that all Work will be of good quality, free from faults and defects, and in strict conformity with the Statement of Work. All work no so conforming to these standards may be considered defective, and may be rejected. Any defective or unauthorized work or materials shall be immediately remedied, removed, replaced or disposed of at Contractor's expense. 8. To ensure compliance with the Statement of Work, the Homeowner has agreed that all Work done and materials furnished shall be subject to inspection by a Sponsor representative. Work done or materials used without this inspection may be ordered removed and replaced at the Contractor's expense. 9. The Contractor shall be responsible for the acts and omissions of all its agents and employees and all its subcontractors, suppliers, their agents and employees, and all other persons performing any of the Work for the Contractor. 10. The Contractor shall be responsible for safety precautions and programs in conjunction with the Work. It shall comply with all applicable codes, rules, regulations, laws, and orders of any public authority having jurisdiction over the safety of persons or property. 11. (a) The Sponsor agrees to pay the Contractor for said Work the total sum of $955,338 dollars and pursuant to the terms and conditions of this and the other Contract documents. Incremental payments shall be made for the Work on each property included as the percentage of completion of the Work on each such property is judged satisfactorily completed with the project milestones and in accordance with this and the other Contract documents. (b) No payments Lunder this Gotttrsct, will be made except upon compliance with paragraphs 8a-d of the inchv*dual homeowner -Contractor Noise Insulation Contracts. The Contractor, shall submit an Application and Certificate for Payment complying with paragraphs 8a-d of Homeowner -Contractor Noise Insulation Contracts as to each particular property included in the Project. This procedure incorporated in the Homeowner -Contractor Noise Insulation Contracts is as follows: (1) When the Contractor determines that the Work is completed, the Contractor will request that the Sponsor make an inspection of the Work. The homeowners have consented to such inspection. If the Sponsor determines that the Work is in compliance with the Statement of Work, and the Homeowner accepts the Work and signs the Certificate of Final Inspection, the Sponsor will issue payment of the Contract Sum plus Sponsor -approved Allowance Changes and Change Orders less retainage. (2) If the Homeowner determines that the Work is not in compliance with the Statement of Work, the Homeowner shall provide the Architect and the Sponsor with a list of items which are requested to be completed by the Contractor in order for the work to be accepted. The Architect and the Sponsor shall review such list and notify the Contractor of the items approved by the Sponsor which must be completed. AGREEMENT URS Corporation Page 4 of 11 MONROE COUNTY -CONTRACTOR NOISE INSULATION CONTRACT (3) Upon completion of the items required under paragraph 11 b. above, the Homeowner shall sign the Certificate of Final Inspection to signify they accept the Work. The Sponsor reserves the right to make final determination of acceptability of the Contractor's Work. If the Sponsor determines Contractor has put forth a reasonable and normally expected effort to correct the list of discrepancies and the Architect, certifies the Work to be acceptable and complete, the Sponsor will issue payment in the amount of the Contract Sum, less previous payments, plus the Sponsor -approved Allowance Changes and Change Orders less retainage. (4) No final payment shall be made to the Contractor pursuant to paragraph 11, until: (1) A Certificate of Final Inspection has been signed by the Homeowner, or in the absence of the Homeowner, signed by the Sponsor's Representative; (2) Contractor provides a Final Contractor's Affidavit and Final Release of Liens; and (3) Proof of cancellation of the "Notice of Contract" by the Clerk is obtained by the Contractor and submitted to the Sponsor. 12. The Contractor shall at all times keep the work site free from accumulation of waste materials or rubbish caused by its operations, and it shall clean any glass surfaces and shall leave the work site "broom clean" upon completion of the Work. 13. The Contractor shall comply with and, in all its subcontractor agreements, require that each such subcontractor will comply with and be bound by this Contract. 14. It is the intent of the Homeowner to occupy the Premises throughout the construction period. The Contractor shall conduct its business in such a way as to create as little impact as possible to Homeowner. 15. In addition to the Contractor's obligations to correct all deficient work appearing during the course of performing this Contract, the Contractor shall remedy all defects due to faulty materials, equipment, or workmanship which appear within a period of one (1) year from the date of completion of the Work under this Agreement, or within such longer period of time as may be prescribed by law. Further, the Contractor agrees to assign directly to the Homeowner any warranties or guaranties furnished or supplied by manufacturers of materials or equipment installed in the Premises. 16. (a) If the Contractor determines that the Work must be modified from the Statement of Work, the Contractor shall promptly notify the Sponsor and the Architect in writing. The Contractor shall not proceed until directed by the Sponsor. (b) The Contractor and the Sponsor agree that the following procedures will be followed: (1) The Sponsor may delete any Work set forth in the Statement of Work by a Contract Change Order, Construction Change Directive, or Construction Field Directive, signed by the Sponsor and delivered to the Contractor, if such Work required additional work to be performed, the cost of which is excessive as determined by the Sponsor, or if the Sponsor, or its contractors, encounter asbestos or other situations which may pose a health concern. The Homeowner will be notified of any changes in writing. AGREEMENT URS Corporation Page 5 of 11 MONROE COUNTY -CONTRACTOR NOISE INSULATION CONTRACT (2) The Contractor acknowledges and agrees that any Contract Change Order, Construction Change Directive, or Construction Field Directive requesting additional work as a result of conditions at the premises that were not reasonably discoverable prior to commencement of the Work will not be approved by the Sponsor and may be the responsibility of the Homeowner. In such event, the Homeowner must remedy such conditions prior to the completion of the Contract, or the Sponsor will terminate the Homeowner's participation in the Noise Insulation Program. The Homeowner may re-enter the Noise Insulation Program after correction of any such conditions so long as the Program is ongoing. If the Homeowner's participation in the Noise Insulation Program is terminated by the Sponsor on this basis, the Sponsor shall pay the Contractor that portion of the Contract Sum earned prior to the Homeowner's termination. 17. (a) To the maximum extent permitted by law, the Contractor shall protect, defend, indemnify and hold the Homeowner, the Consultant (including but not limited to the Architect), and the Sponsor, and their officers and employees completely harmless from and against any and all liabilities, demands suits, claims, losses, fines or judgments arising by reason of the injury or death of any person or damage to any property, including all reasonable costs for investigation -and defense thereof (including but not limited to attorney fees, court costs, and expert fees), of any nature whatsoever arising out of or incident to this Contract or the Contractor's performance under this Contract or the acts or omissions of the Contractor's officers, employees, agents, contractors, subcontractors, licensees or invitees regardless of where the injury, death or damage may occur, unless such injury, death or damage is caused by the sole negligence of the Sponsor or the Homeowner and regardless of whether or not the Contractor is or can be named a party in any litigation. The Sponsor or the Consultant shall give the Contractor reasonable notice of any such claims or actions. The provisions of this section shall survive the expiration or earlier termination of this Contract. (b) The indemnification obligation of subparagraph 17.(a) above shall not be limited in any way by compensation benefits payable by or for the Contractor, under applicable workers, or workman's compensation benefit or disability laws. The Contractor expressly waives any immunity the Contractor might have had under such laws, and, by agreeing to enter into this Contract, acknowledges that the foregoing waiver has been mutually negotiated by the parties. 18. The Contractor shall pay all attorneys' fees and expenses incurred by the Homeowner or the Sponsor in establishing and enforcing the Homeowner's and/or the Sponsor's rights under this Contract, whether or not suit is instituted. 19. The Contractor agrees to maintain comprehensive public liability and comprehensive property damage insurance, on an occurrence basis, amounts of not less than the following: BODILY INJURY & PROPERTY DAMAGE $ 1,000,000 Combined Single Limit WORKMAN'S COMPENSATION Statutory EMPLOYERS LIABILITY $ 500,000 Each Accident $ 500,000 Policy Limit AGREEMENT URS Corporation Page 6 of 11 MONROE COUNTY -CONTRACTOR NOISE INSULATION CONTRACT $ 500,000 Each Employee PRODUCTS LIABILITY & COMPLETED OPERATIONS $ 1,000,000 Each Accident FIRE & EXTENDED COVERAGE An amount equal to 100% of the value of the improvements (facility). Fleet insurance, or such other types of coverage, may be acceptable; however, the minimum shall be $1,000,000 combined single limit. The following shall be named as additional insured under all policies of insurance (except Workman's Compensation): 1. Monroe County 2. The Homeowner The Contractor agrees that all insurance policies shall contain a severability of interest or cross -liability provision endorsement which shall read generally as follows: In the event of one of the assured incurring liability to any other of the assured, this policy shall cover the assured against whom claim is or may be made in the same manner as if separate policies had been issued to each assured. Nothing contained herein shall operate to increase the limits of liability. The Contractor agrees that all insurance policies shall provide that they will not be altered or canceled without thirty (30) days advance written notice to the Homeowner and the Sponsor. Such insurance must provide that it will be considered primary insurance as respects any other valid and collectible insurance, or self -insured retention, or deductible the Sponsor may possess. Any other insurance or self -insured retention of the Sponsor shall be considered excess insurance only. The Sponsor shall have the right to change the insurance coverage and the insurance limits required of the Contractor, without any cost to the Sponsor, if such changes are recommended or imposed by the Sponsor's insurers. The Contractor shall obtain all insurance required from an insurance company or companies licensed to do business in the State of Florida. The insurance company must be acceptable to the Sponsor. Approval may be denied a company based in its Best rating or other indication of financial inadequacy. The Contractor shall provide to the Sponsor such evidence of compliance with the Sponsor's insurance requirements as the Sponsor may from time to time request. At a minimum, the Contractor shall provide, at the commencement of the Contract a Certificate of Insurance. All such certificates shall be completed to show compliance with the Contractor's obligations hereunder, specifically as to the indemnification and notice provisions. The Sponsor may also require copies of the declaration page, insurance policy, and endorsements thereto. If the Contractor or its insurance company fails to promptly respond to the Sponsor's request for adequate evidence of compliance with the insurance provisions, the Sponsor may, in AGREEMENT URS Corporation Page 7 of 11 MONROE COUNTY -CONTRACTOR NOISE INSULATION CONTRACT addition to all its other remedies, charge the Contractor an amount equal to ten percent (10%) of the compensation required hereunder until such evidence is provided. If the Contractor shall at any time fail to insure or keep insured as aforesaid, the Sponsor may do all things necessary to effect or maintain such insurance and all monies expended by it for that purpose shall be repayable by the Contractor in the month the premium or premiums are paid by the Sponsor. If any insurance policies required hereunder cannot be obtained for any reason, the Sponsor may require the Contractor to cease any and all operations until coverage is obtained. If such insurance coverage is not obtained within a reasonable period of time, to be determined solely by the Sponsor, the Sponsor may terminate this Contract. 20. If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents or fails to perform any provision of the Contract, the Sponsor may, after seven (7) days' written notice to the Contractor and the Homeowner, and without prejudice to any other remedy it may have, make good such deficiencies and may terminate the Contract and take possession of the site and of all materials and may finish the work by whatever method it may deem expedient. 21. If, in the Homeowner's opinion, the Work is unsatisfactory or the Contractor is damaging the Premises during the course of the Work, the Homeowner may, upon written notice to the Sponsor, suspend the Work, in whole or in part, for a period of up to fourteen (14) consecutive calendar days. 22. The Contractor shall at all times comply with all federal, state, and local laws, ordinances and regulations which apply to the Work to be performed under this Contract. Such compliance shall include, but is not limited to, the payment of all applicable taxes, royalties, license fees, penalties, and duties. NOTICE: All Home Improvement Contractors must be licensed by the State of Florida. Any inquiries about a Contractor should be transmitted to the State Office of the Contractor's Licensing Board. 23. This Contract shall be construed in accordance with and be governed by the laws of Florida. 24. The Contractor assures that, to the extent applicable, it will undertake an affirmative action program as required by 14 Code of Federal Regulations Part 152, Subpart E, to insure that no person shall on the grounds of race, creed, color, national origin, handicap or sex be excluded from participating in or receiving the services or benefits of any program or activity covered by said subpart. The Contractor assures that it will require that its covered sub - organizations provide assurances to the Contractor that they similarly will undertake affirmative action programs and that they will require assurances from their sub - organizations, as required by 14 Code Federal Regulations Part 152, Subpart E, to the same effect. Further, the Contractor shall comply with the regulations relative to the 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. AGREEMENT URS Corporation Page 8 of 11 MONROE COUNTY -CONTRACTOR NOISE INSULATION CONTRACT (a) The Contractor, with regard to the Work Performed by it during the term of this Contract, shall not discriminate on the ground of age, sex, race, creed, color, handicap, or national origin in the selection and retention of subcontractors, including procurement 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. (b) In all solicitations either by competitive bidding or negotiation by the Contractor for Work to be performed under a subcontract, including procurement of materials and leases of equipment, each potential subcontractor or supplier shall be notified by the Contractor of the Contractor's obligations under this Contract and the Regulations relative to nondiscrimination on the grounds of age, sex, race, creed, color, handicap, or national origin. (c) The Contractor shall provide all information and reports required by the Regulations or directive 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 Federal Aviation Administration 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 Federal Aviation Administration, as appropriate, and shall set forth what efforts it has made to obtain the information. (d) 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 Federal Aviation Administration may determine to be appropriate, including but not limited to: (i) Withholding of payments to the Contractor under this Contract until the Contractor complies and/or (ii) Cancellation, termination, or suspension of this Contract, in whole or in part. (e) In the carrying out of the Contract Work, the Contractor shall not discriminate against any employee or applicant for employment because of race, creed, color, sex, age, handicap, or national origin. The Contractor shall take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, creed, color, sex, age handicap, or national origin. Such action shall include, but not be limited to the following: employment, upgrading, demotion, or transfer, recruitment 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 government setting forth the provisions of this nondiscrimination clause. The Contractor shall, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants shall receive consideration for employment without regard to race, creed, color, sex, age, handicap or national origin. The Contractor shall incorporate foregoing requirements of this paragraph in all subcontracts for services covered by this Contract. (f) The Contractor shall include the provisions of this Section in every subcontract, including procurement of materials and leases of equipment, unless exempted by the regulations or directives issued pursuant thereto. The Contractor shall take such action, with respect to AGREEMENT URS Corporation Page 9 of 11 MONROE COUNTY -CONTRACTOR NOISE INSULATION CONTRACT any subcontract or procurement, as the Sponsor or the Federal Aviation Administration may direct as a means of enforcing such provisions including sanctions noncompliance. 25. It is the policy of the Department of Transportation and the Sponsor that disadvantaged business enterprises as defined in 49 CFR Part 23 shall have the maximum opportunity to participate in the performance of contracts financed in whole or in part with Federal funds under this Contract. Consequently, the DBE requirements of 49 CFR Part 23 apply to this Contract. The Contractor agrees to ensure that disadvantaged business enterprises as defined in 49 CFR Part 23 have the maximum opportunity to participate in the performance of contracts and subcontracts financed in whole or in part with Federal funds provided under this contract. In this regard, Contract shall take all necessary and reasonable steps in accordance with 49 CFR Part 23 to ensure that disadvantaged business enterprises have the maximum opportunity to compete for and perform contracts. Contractor shall not discriminate on the basis of race, color, national origin or sex, in the award of DOT assisted contracts. For the purposes of this Contract, the Contractor shall in the review of proposals for Work to be performed seek to meet the Sponsor's goal of a minimum of 15% of the work to be awarded to qualified DBE firms on the Noise Insulation Program. The calculation of percentage of Disadvantaged Business Enterprise participation shall be as a percentage of the total dollar amount of all contracts awarded to complete the Noise Insulation Program. 26. Conflicts of Interest: Neither the contracting party (parties), or its employees nor any member of their family or organization, shall have any direct or indirect interest, financial or otherwise, in the business of any individual, entity or corporation involved in this project, directly or indirectly involving the Airport. The undersigned warrants that they (or it) presently have no interest which would conflict in any manner with nay of the contractual responsibilities under this Agreement. The contracting party (parties) certifies that they (or it) have not employed or retained any company, firm or person, other than bona fide employees working solely for them to provide the necessary labor, management and material to perform the work under this Contract; that no payment has been paid or agreed to be paid to any company, firm or person other than bona fide employees working solely for the undersigned and no fee, commission, percentage, gifts or any other consideration is to be paid contingent upon or resulting from the award or making of the Agreement. For breach or violation of this warranty, the Airport shall have the right to annul this Agreement without liability. 27. The Contractor agrees to commence the Work within ten (10) calendar days after written Notice -to -Proceed is issued by the Sponsor. Actual construction work shall not commence before January 1, 2002, and all work on all Premises, including punch list items, must be totally complete within sixty-five (65) days ("the "Completion Date") unless extended in writing by the Sponsor or the Sponsor's Representative, due to circumstances beyond the reasonable control of the Contractor. Work on each individual Premises shall reach substantial completion within ten (10) working days of the commencement date for that individual Premises. AGREEMENT URS Corporation Page 10 of 11 MONROE COUNTY -CONTRACTOR NOISE INSULATION CONTRACT 28. The Sponsor may terminate the Homeowner's participation in the Noise Insulation Program upon delivery of written notice to the Homeowner if (a) the Homeowner fails or refuses to correct conditions at the premises pursuant to paragraph 16b(2) above; (b) the Homeowner fails to abide by any of the terms or conditions of the Noise Insulation Program Agreement, and Homeowner -Contractor Noise Insulation Contract (collectively, the "Noise Insulation Program Documents"); or (c) the Homeowner is unreasonable, uncooperative or fails to exercise good faith in the performance of the Noise Insulation Program Documents. If the Sponsor terminates a Homeowner, they will pay the Contractor that portion of the contract sum for the individual Homeowner earned prior to termination. 29. The Contractor makes oath he has complied with all the provisions of the applicable Contractor's Licensing Act of the State of Florida. The Contractor's Florida License Number is CR-0056702 , and its expiration date is August 31, 2002 . IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the latest date set forth below. CONTRACTOR: Florida State Contractor's License Dennis A. DaGrazW, CE \ Standen Contracting C pany, In Date: q l of Address: 445 Faunce 'or al Dartmouth, MA 02747 (508) 998-1144 MONROE COUNTY: By: Its: _�✓1 A- �D/Z. APPROVED As TO FORM A At ROBERT N. W DATE AGREEMENT URS Corporation Page 11 of 11 STANDEN CONTRACTING CO INC/MONROE COUNTY TNSUFANC$ CERTIFICATE PAGE 2 MONROE COUNTY BOCC AND THE FOLLOWING ARE INCLUDED AS ADDITIONAL INSURED AS RESPECTS GENERAL LIABILITY, AUTO AND UMBRELLA, IF REQUIRED BY WRITTEN CONTRACT, FOR WORK PERFORMED BY NAMED INSURED: 1. BAUER 70440 1723 JAMAICA DRIVE, KEY WEST FLORIDA 2. BAMGARTEN 70660 1712 JAMAICA DRIVE, KEY WEST FLORIDA 3. DE VIDDIO 70420 3017 AIRPORT BOULDVARD, KEY WEST FLORIDA 4. BURRIS 70400 1724 BAHAMA DRIVE, KEY WEST FLORIDA 5. LIZ-TRUJILLO 71140 1613 TRINIDAD DRIVE, KEY WEST FLORIDA 6. LUTZ 71090 1618 TRINIDAD DRIVE, KEY WEST FLORIDA 7. DI SALVO 71080 1616 TRINIDAD DRIVE, KEY WEST FLORIDA 8. MURPHY, JR. 71100 2925 AIRPORT BOULEVARD, KEY WEST FLORIDA 9. KOLB/RISPOLL 70430 3013 AIRPORT BOULEVARD, KEY WEST FLORIDA 10. ROACH 70670 1716 JAMAICA DRIVE, KEY WEST FLORIDA 11. ROBERTS 70670 2937 AIRPORT BOULEVARD, KEY WEST FLORIDA 12. RODRIGUEZ 71110 2929 AIRPORT BOULEVARD, KEY WEST FLORIDA 13. SANDS 70710 1631 VENETIAN DRIVE, KEY WEST FLORIDA 14. WOLFORD 71070 1614 TRINIDAD DRIVE, KEY WEST FLORIDA 15. WHITESIDE 70130 1735 BAHAMA DRIVE, KEY WEST FLORIDA 16. WUSSOW 70450 1721 JAMAICA DRIVE, KEY WEST FLORIDA 17. JAYCOCKS 70140 1731 BAHAMA DRIVE, KEY WEST FLORIDA STANDEN CONTRACTING CO INC/MONROE BOCC CERTIrICATE OF INSURANCE PAGE 3 ADDITIONAL INSUREDS CONTINUED: 18. SIPOS 70150 1727 BAHAMA DRIVE, KEY WEST FLORIDA 19. GARCIA 70590 3005 AIRPORT BOULEVARD, KEY WEST FLORIDA 20. RIOSECO 71150 1612 VENETIAN DRIVE, KEY WEST FLORIDA 21. HOLMES 70720 1627 VENETIAN DRIVE, KEY WEST FLORIDA 22. O'BERRY 71130 1617 TRINIDAD DRIVE, KEY WEST FLORIDA LETTER OF TRANSMITTAL To: From: Deborah Murphy Date: January 14, 2002 Bevette Moore URS Greiner Woodward Clyde Attention: Airport Business Office Key West International Airport Job Number: C500003897.11 3491 S. Roosevelt Blvd. P.O. Box 31646 (33631-3416) Key West, FL 33040 7650 West Courtney Campbell Causeway Re: Tampa, Florida 33607-1462 Key West NCP (813)286-1711 The following items are being sent: X attached under separate cover by Shop Drawings X Prints Plans Samples X Specifications X Copy of Letter Copies Date or Number Description: 1 September 14, 2001 Original Public Construction Bond, Payment Bond, Performance Bond, Contractor Affidavit, and Power of Attorney 1 June 2001 Statement of Work (Project Manual, Volumes 1 & 2) Transmittals for reasons checked For Approval No Exceptions Taken Resubmit copies for approval X For Your Use Make Corrections Noted Submit copies for distribution X As Requested Amend and Resubmit Return corrected prints For Review and Comment Remarks Copies If enclosures are not as noted, kindly notify us at once. Siened C:\UFFICE\W F W 1N\W FUUCS\1UM\1RANSMI L UKS SECTION 00614 Bond SL3878 PUBLIC CONSTRUCTION BOND BY THIS BOND, We STANDEN CONTRACTING COMPANY, INC. as Principal and UNITED STATES FIDELITY AND GUARANTY COMPANY a corporation, as Board of County Surety, are bound to the Monroe County Commissioners, herein called Sponsor, in the SUM of $ 1,055,338.00 for payment of which we bind ourselves, or heirs, personal representatives, successors, and assigns, jointly and severally. THE CONDITION OF THIS BOND is that if Principal: 1. Performs the contract dated 2001, between Principal and Sponsor for construction of hey West international Airport Noise Insulation Program — Phase 1, the contract being made a part of this bong by reference, at the times and in the manner Prescribed in the contract; and 2. Promptly makes payment 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 and; 3. Pays Sponsor all losses, damages, including damages for delay, expenses, costs, and attorney's fees, including appellate proceedings, that Sponsor sustains because of a default by Principal under the contract; and 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; othemise it remains in full force. Any changes in or under the contract documents and comp}ian :with any formalities connected with the contract or the cnanges does not affect Surety's obligation under this bond. DATED ON September 14 , 200 i STANDEN CONTRA C,T,ING COMPANY Counter ned B Ann Fash Florida Resident Agent By: BY: Bette A. PRINCIPAL) URTTEIFSTATES FIDELITY AND GUARANTY COMPANY (NAME OF SURETY) PUBLIC CONSTRUCTION BOND URS lorporation 00614-1 Bond No. SL3878 SECTION 00615 PAYMENT BOND BY THIN BOND, We, STANDEN CONTRACTING COMPANY, INC. , as Principal, whose principal business address is 445 Faunce Corner Road, North Dartmouth, MA , as Contractor under the Contract dated , 20 of , between Principal and Monroe County Hoard of Commissioners for the construction of Key West Intemational Airport Noise Insulation Program — Phase 1, AIP No. 3-12-0037-1601 (hereinafter referred to as "Contract") the terms of which Contract are incorporated by reference in its entirety into this Bond and UNITED STATES FIDELITY AND GUARANTY COMPANY a corporation, whose urincil:al business address is 124 Grove Street Franklin, MA 02038 as Surety, are bound to Monroe County Board of ONE MILLION FIFTY FIVE THOUSAND Commissioners (hereinafter referred to as "Sponsor") in the sum of THREE HUNDRED'THIRTY EIGHT & 00/100ths (U.S. Doliars) ($1,055,338.00) , 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. Promptly makes payments to all claimants, as defined in Section 255,05(1), Florida Statues, 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 2. Pays Sponsor all losses, damages, expenses, casts and attorney's fees, including appellate proceedings, that Sponsor sustains because of a failure by -Principal to make such payments; then this Bond is void; otherwise it remains n full force. A claimant shall have a right of action against the principal and the Surety for the amount due it. Such action shall not involve the Sponsor in any expense. A claimant, except a laborer, who is not in privity with the principal and Who has not received payment for its labor, materials, or supplies shall, within 45 days after beginning to furnish labor, materials, or supplies for the prosecution of the work, furnish the Principal With a notice that it intends to look to the Bond for. protection. A claimant who is not in privity with the Principal and who has not received payment for its labor, materials. or supplies shall, within 90 days after perfiormance of the labor or after complete delivery of the materials or supplies, deliver to the Principal and to the Surety written notice of the performance of the labor or delivery of the materials or supplies and of the nonpayment. PAYMENT BOND URS Corporation 00615-1 No action for labor, materials, or supplies may be instituted against the principal or the Surety unless both notices have been given. No action: shall be instituted against the principal or the Surety of the Bond after one(1) year from the performance of the labor or completion of delivery of the materials or supplies. A claimant may not waive in advance its right to bring an action under the Bond against the Surety. 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. IN WITNESS WHEREOF: the above bounden parties have caused this Bond to be executed by their appropriate officials as of the 14th day of September . 20 01 BY (CONTRACTOR) STANDEN CONTRACTING COMPANY, INC. (CONTRACTOR NAME) (SEAL) R JOINT VENTURE) COUNTERSIGNED B3UETY: DENT Aau IDA ENT SURETY: At Ann Fash UNITED STATES FIDELITY AND GUARANTY COMPANY Florida Resident Agent Legal representative of the Monroe County Board of Commissioners Bette A. Sampse - (CORPORATE SEAL) (Flower of Attorney must be attached) PAYMENT BOND UPS Corporation 00515-2 Bond No. SL3878 SECTION 00616 PERFORMANCE BOND BY THIS SOND, We, STANDEN CONTRACTING COMPANY, INC. . as Principal, whose principal business address is 445 Faunce Corner Road, No. Darthmouth, MA 0274,7 as Contractor under the Contract dated . 20 of , between Principal and Monroe County Board of Commissioners for the construction of Key West international Airport Noise insulation Program — Phase 1, AIP No. 3-12-0037-1601 (hereinafter referred to as "Contract") the terms of which Contract are incorporated by reference in its entirety into this Bond and UNITED STATES FIDELITY AND GUARANTY COMPANY , a corporation, whose principal Business address is 124 Grove Street, Franklin, MA 02038 as Surety, are bound to Monroe County Board of ONE MILLION FIFTY FIVE THOUSAND Commissioners (hereinafter referred to as `Sponsor") in the Sum of THREE HUNDRED THIRTY EIGHT & 00/100ths (U.S. Dollars) ($1,055, 38.00) , 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 all the worm under the Contract, including but not limited to guarantees, warranties and the curing of latent defects, said Contract being made a part of this Bond by reference, and in the times and in the manner prescribed in the Contract, including any an all damages for delay; and 2. Pays Sponsor all losses, damages, including damages for delay, expenses, costs and attorney's fees, including appellate proceedings, that Sponsor sustains because of a default by Principal under the Contract, including but not limited to a failure to honor all guarantees and warranties or to cure latent, defects in its, work or materials within the time period provided in Section 95.11(3)(c), Florida. Statutes, and 3. Performs the guarantee of all work and materials furnished under the Contract for the time specified in the Contract, including all warranties and curing al latent defects within the time period provided in Section 95,11(3)(c), Florida Statutes: then this Bond is void: otherwise it remains in full ford. Surety specifically assumes liability for any and all delay damages arising from Principal's default of the Contract, as well as all latent defects uncovered in the work of the Principal after final acceptance for the work by the Sponsor. Any changes in or under the Contract documents and compliance with any formalities connected with the Contract or the changes does not affect Surety's obligation under-tha Bond. rrwawanaxe�od s — �i� PERFORMANCE BOND URS Corporation 00616-1 This Bond shall remain in full force and effect for such period or periods of time after the date of acceptance by the Sponsor of the Contract work as are provided for in the Contract by which Principal guarantees to repair or replace any or all work performed or materials and equipment furnished, which were not performed or furnished according to the terms of the Contract. If no specific periods of warranty are stated in the Contract for any particular item or work, material or equipment, the warranty shall be deemed to be a period of one (1) year from the date off final acceptance by the Sponsor; provided however, that this limitation does not apply to suits seeking damsar for latent defects in materials or workmanship, such actions being subject to the limitaf,ons found in Section 95.11(3)(c), Florida Statutes. IN WITNESS WHEREOF, the above bounden parties have caused this Bond to be executed by their appropriate officials as of the 14th day of September .20 01 , BY COUNTERSIGNED BY RESIDENT PLO DA AGE T OFMat a S RE u Ann Fash Florida Resident Agent Legal representative of. the Monroe County Board of Commissioners (CONTRACTOR) STANDEN CONTRACTING COMPANY, INC. ( SEAL) SURETY: (CONTRACTOR NAME) UNITED STATES FIDELITY AND GUARANTY COMPANY (CORPORATE SEAL) (Rover of Attorney must be attached) PERFORMANCE 80NO UPS Corporation 00516-2. CONTRACTOR AFFIDAVIT State of Connecticut County of Hartford Before me, the undersigned authority, personally appeared Bette A. Sampsel, Attorney -in -Fact, who being duly sworn, deposes and says that she is a duly authorized Non -Resident Insurance Agent, properly licensed under the laws of the State of Connecticut, to represent United States Fidelity and Guaranty Company of 124 Grove Street, Franklin, MA 02038, a surety company authorized to make surety bonds under the laws of the State of Florida. Said Bette A. Sampsel, further certifies that as Attorney -in -Fact for the said United States Fidelity and Guaranty Company, has signed the attached bond in the sum of $1,055,338.00, on behalf of Standen Contracting Company, Inc., covering Residential Sound Insulation Program for the Monroe County Board of County Commissioners. Said Bette A. Sampsel further certifies that the premium on the said bond is $8,071.00, which will be paid in full direct to Lockton Companies, Inc., and included in its regular accounts to the said United States Fidelity and Guaranty Company and that it will recognize a regular commission of 25% for the execution of said bond. Count igne UNITED ES ELITY D GUA Y By:JB Laura Ann Fas Bette A. Samp I Attorney -I ct Florida Resident Agent Acknowledgment for Attorney -in -Fact Sworn to and subscribed before me this 14th day of September, 2001 by Bette A. Sampsel. She is perso ally own o m AZ Kathleen M. Flan an, NotaryLPublic KATHLEEN M. FLANAGAN NOTARY PUBLIC MY COMMISSION EXPIRES JULY 31, M DeSfPaul Power of Attorney No. POWER OF ATTORNEY Seaboard Surety Company St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company St. Paul Mercury Insurance Company 22327 United States Fidelity and Guaranty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Certificate No. 953224 KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, and that St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota, and that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, and that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Kathleen M. Flanagan, Bette A. Sampsel, Richard A. Leveroni, Gary J. Giulietti and Kelly L. Corso Newington Connecticut of the City of , State , their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings requiled or petmitted in any actions or proceedings allowed by law. R uary IN WITNESS WHEREOF, the Companies have caused this instrumen�e� Ioesigg,a sealedi Id day of Jan 1 :. k. Seaboard Surety Company ted States Fidelity and Guaranty Company St. Paul Fire and Marine Insueom any Fidelity and Guaranty Insurance Company St. Paul Guardian Insuranci C&nipa Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Mercury Insurance CoOy .,rya �� �aS P� 1a3yy f OOi01iME ��toavoa�if'm W.,paroa�rF ^ < Q91 1927 �� 1898 � 19// JOHN F. PHINNEY, Vice President ��� 1195� State of Maryland City of Baltimore THOMAS E. HUIBREGTSE, Assistant Secretary On this 3rd day of January 2001 before me, the undersigned officer, personally appeared John E Phinney and Thomas E. Huibregtse, who acknowledged themselves to be the Vice President and Assistant Secretary, respectively, of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc.; and that the seals affixed to the foregoing instrument are the corporate seals of said Companies; and that they, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the names of the corporations by themselves as duly authorized officers. n In Witness Whereof, I hereunto set my hand and official seal. y U@4CY My Commission expires the 13th day of July, 2002. CiiV �O REBECCA EASLEY-ONOKALA, Notary Public Af 86203 Rev. 7-2000 Printed in U.S.A. This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. on September 2, 1998, which resolutions are now in full force and effect, reading as follows: RESOLVED, that in connection with the fidelity and surety insurance business of the Company, all bonds, undertakings, contracts and other instruments relating to said business may be signed, executed, and acknowledged by persons or entities appointed as Attorney(s)-in-Fact pursuant to a Power of Attorney issued in accordance with these resolutions. Said Power(s) of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman, or the President, or any Vice President, or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the foregoing officers and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Attorney(s)-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and subject to any limitations set forth therein, any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company, and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is validly attached; and RESOLVED FURTHER, that Attorney(s)-in-Fact shall have the power and authority, and, in any case, subject to the terms and limitations of the Power of Attorney issued them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings, and other writings obligatory in the nature thereof, and any such instrument executed by such Attorney(s)-in-Fact shall be as binding upon the Company as if signed by an Executive Officer and sealed and attested to by the Secretary of the Company. I, Thomas E. Huibregtse, Assistant Secretary of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I hereunto set my hand this 14th day of September sway RM IMS P� �NSUA9 //fi�r*�� jy � ,..... ,G,➢ J: 4,i .1G7 R'� jZORPYq�>F m w.'cAprONA>f:. ^2 F: To verify the authenticity of this Power of Attorney, call I -I the above -named individuals and the details of the bond to MIM Thomas E. Huibregtse, Assistant Secretary srk. Please refer to the Power of Attorney number, n pa a - on r .- ,- .. ON BOARD OF COMY C0MMl --M Mole* Prole m - Ptmm 1 Key YM•rt h*w l wliAkport AIP No. 3-124W-1001 URS Contract No. C50 0 0 l3IS7.11 PROJECT MANUAL SM BOARD OF COUNTY COMMMMONERB MAYOR, George M�N�M�inra PM Mayor Pro Ton, Men CmvwnieWonw Dixie Spsho Cornrinievioner Mec" Corrrnie ofw Munvy ftson James L. Roberts C. Dent Pierce County Administrator Director of PubNe works June 2001 Pnpered by: 1p • The Jones Payne Group 7"qwT1 Key West International Airport 3491 South Roosevelt Boulevard Key West, FL 33040 Board of County Commissioners Mayor George Neugent Mayor Pro Tern Nora Williams Commissioner Dixie Spehar Commissioner Sonny McCoy Commissioner Murray Nelson James L. Roberts, County Administrator C. Dent Pierce, Director of Public Works Project Manual Volume I of 2 June 15, 2001, 60 SECTION 00010 TABLE OF CONTENTS VOLUME 1 Division 0 — Bidding and Contracting Requirements Introductory Information Section 00001 Project Title Page Section 00007 Seals Page Section 00010 Table of Contents Bidding Requirements Section 00103 Notice of Calling for Bids Section 00200 Instructions to Bidders Section 00210 Supplementary Instructions to Bidders Section 00220 Bid Scope Section 00250 Pre -Bid Conference Section 00410 Bid Form Section 00430 Bid Bond (AIA Document A310) Section 00431 Performance of Work by Subcontractors Section 00432 Unit Price Form Section 00450 Non -Collusion Affidavit Section 00451 Lobbying and Conflict of Interest Clause Section 00452 Drug -Free Workplace Form Section 00453 Equal Employment Opportunity Report Statement Section 00454 Disadvantaged Business Enterprise Assurance Section 00455 Certification of Non -Segregated Facilities Section 00456 Certification Regarding Debarment, Suspension, Ineligibility, and Voluntary Exclusion Section 00457 Certification Regarding Foreign Participation Section 00458 Sworn Statement Pursuant to Section 287.133(3)(a), F.S., on Public Entity Crimes Section 00459 Buy American Certification Contracting Requirements Section 00500 Agreement (Monroe County — Contractor Noise Insulation Contract) Section 00540 Attachments to Agreement (Homeowner— Contractor Noise Insulation Contracts) Section 00614 Public Construction Bond Section 00615 Payment Bond Section 00616 Performance Bond Section 00700 General Conditions Section 00901 Contract Forms TABLE OF CONTENTS 00010 - 1 Construction Products and Activities Division 1 - General Requirements Section 01100 Summary Section 01140 Work Restrictions Section 01210 Allowances Section 01250 Contract Modification Procedure Section 01270 Unit Prices Section 01290 Payment Procedures Section 01310 Project Management and Coordination Section 01320 Construction Progress Documentation Section 01330 Submittal Procedure Section 01400 Quality Requirements Section 01420 References Section 01500 Temporary Facilities and Controls Section 01600 Product Requirements Section 01700 Execution Requirements Section 01731 Cutting and Patching Section 01732 Selective Demolition Section 01770 Closeout Procedures Section 01781 Project Record Documents TABLE OF CONTENTS 00010 - 2 VOLUME 2 Location Map General Notes Drawings Technical Specifications Division 2 — Site Work — Not Used Division 3,4- Concrete and Masonry Section 03301 Cast in Place Concrete — Limited Applications Section 03930 Concrete Rehabilitation Section 04810 Unit Masonry Assemblies Division 5 — Metals — Not Used Division 6 — Woods and Plastics Section 06100 Rough Carpentry Section 06200 Finish Carpentry Division 7 — Thermal and Moisture Protection Section 07131 Self -Adhering Sheet Waterproofing Section 07210 Building Insulation Section 07460 Siding Section 07920 Joint Sealant Division 8 — Doors and Windows Section 08120 Aluminum Doors and Frames —SD-SW Section 08128 Sound Control Aluminum French Doors - EFRM Section 08163 Sound Control Sliding Glass Doors - EGLM Section 08211 Flush Wood Doors — ESC, ISC Section 08212 Stile and Rail Wood Doors - EPW Section 08311 Access Door and Frame - AAP Section 08345 Sound Retardant Steel Door and Frame Assemblies— EPOS, EPM Section 08520 Aluminum Windows Section 08581 Storm Windows Section 08711 Door Hardware Section 08724 Weatherstripping Section 08810 Glass Division 9 — Finishes Section 09220 Portland Cement Plaster Section 09260 Gypsum Board Assemblies Section 09911 Painting Section 09931 Exterior Wood Stains TABLE OF CONTENTS 00010 - 3 Division 10 — Specialties Section 10700 Exterior Protection Division 11 — Not Used Division 12 — Not Used Division 13 — Not Used Division 14 — Not Used Division 15 — Mechanical Section 15010 Mechanical General Requirements Section 15100 HVAC Systems in an Unconditioned Residence Section 15200 HVAC Units in a Conditioned Residence Section 15300 HVAC System Test and Balance Division 16 — Electrical Section 16050 Basic Electrical Materials and Methods Details TABLE OF CONTENTS 00010 - 4 F F Division 0 — Bidding and Contracting Requirements Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation �D a m c 3 0 3 00103 — Notice of Calling for Bids Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation SECTION 00103 NOTICE OF CALLING FOR BIDS NOTICE IS HEREBY GIVEN TO WHOM IT MAY CONCERN that on July 24, 2001 at 3:00 PM, at the Purchasing Office, a committee consisting of the Director of the Office of Management & Budget, the County Administrator, the County Attorney, and the requesting Division Director or their designees, will open sealed bids for the following: Key West International Airport Noise Insulation Program — Phase 1 All bids must be received by the Purchasing Office, 5100 College Road, Public Service Building, Cross Wing Room #002, Stock Island, Key West, Florida 33040 on or before 3:00 PM on July 24, 2001. Any bids received after this date and time will be automatically rejected. Only Pre -qualified Bidders are eligible to submit a Bid. A pre -bid conference will be held on July 10, 2001 at 9:00 AM in the Project Office, which is located on the second floor of the airport terminal building, adjacent to the airport administrative offices. Bidders shall submit two (2) signed originals and four (4) complete copies of each bid in a sealed envelope marked on the outside, "Sealed Bid for Key West International Airport Noise Insulation Program — Phase 1." All bids must remain valid for a period of ninety (90) days. The Board will automatically reject the bid of any person or affiliate who appears on the convicted vendor list prepared by the Department of General Services, State of Florida, under Section 287.017 of the Florida Statutes. All bidders submitting bids for construction, improvement, remodeling or repair of public buildings, will furnish evidence that the bidder holds an appropriate current certificate or registration per Ch. 489.131 F.S. unless exempt under Ch. 489.103 F.S. All bids, including the recommendation of the County Admin.istrator and the requesting Department Head, will be presented to the Board of County Commissioners of Monroe County, for final awarding or otherwise. The Board reserves the right to reject any and all bids, to waive informalities in any or all bids, and to re -advertise for bids. The Board also reserves the right 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. Further information may be obtained by contacting the Sponsor's Representative, Deborah Murphy, URS Corporation, 7650 W. Courtney Campbell Causeway, Tampa, FL 33607, (813) 286-1711. Additional copies of the Project Manual (Volumes 1 and 2) can be obtained for the non-refundable sum of $100.00 per set, payable to URS Corporation. Dated at Key West, Florida, this 21 st day of June 2001. Monroe County Purchasing Department INVITATION TO BID URS Corporation 00103 - 1 THIS PAGE INTENTIONALLY LEFT BLANK INVITATION TO BID URS Corporation 00103 - 2 _ 00200 — Instructions to Bidders Bidding and Contracting Requirements URS Corporation li This page intentionally left blank. Bidding and Contracting Requirements URS Corporation SECTION 00200 INSTRUCTIONS TO BIDDERS To be considered, Bids must be made in accordance with these Instructions to Bidders. ARTICLE 1 DEFINITIONS 1.1 Terms used in these Instructions to Bidders, which are defined in the General Conditions, shall have the same meanings or definitions as assigned to them in the General Conditions. 1.2 Bidding Documents include the Invitation to Bid, Instructions to Bidders, Supplementary Instructions to Bidders, Bid Scope, Bid Form, and other sample bidding and contract forms and the proposed Contract Documents including any addenda issued prior to receipt of Bids. The Contract Documents proposed for the Work consist of the Agreement, Attachments to the Agreement, General Conditions, Supplementary Conditions, General Requirements, Technical Specifications, Drawings, and other sample contract forms. 1.3 Wherever the following terms appear throughout the Contract Documents, they shall have the meaning as defined herein: 1.3.1 The "Sponsor" is the Monroe County Board of County Commissioners (BOCC), as Sponsor and operator of Key West International Airport. 1.3.2 The "Sponsor's Representative" is URS Corporation, 7650 West Courtney Campbell Causeway, Tampa, FL 33607, (813) 286-1711. 1.3.3 The "Architect" is The Jones Payne Group, 334 Boylston Street, Boston, MA 02216, (617) 536-6316. 1.3.4 The "Resident Inspector" is The Jones Payne Group, 334 Boylston Street, Boston, MA 02216, (617) 536-6316. 1.3.5 The "Engineer" is R.C.T. Engineering, 701 Northpoint Parkway, Suite 205, West Palm Beach, FL 33407, (561) 684-7534. 1.3.6 The "Homeowner Liaison" is Terrell Hundley Carroll, 2180 Satellite Blvd., Suite 160, Duluth, GA 30097, (770) 623-0520. 1.3.7 The "Acoustical Engineer" is Wyle Laboratories, 2001 Jefferson Davis Highway, Suite 701, Arlington, VA 22202, (703) 415-4550. 1.3.8 The "Project Office" is located at 3491 S. Roosevelt Blvd., Key West International Airport, Key West, FL 33040, (305) 295-2743. INSTRUCTIONS TO BIDDERS URS Corporation 00200 - 1 1.3.9 The "Homeowner" is each individual owner of private residential property participating in the Noise Insulation Program. 1.4 Addenda are written or graphic instruments issued by the Sponsor through the Sponsor's Representative prior to the receipt of Bids which modify or interpret the Bidding Documents by additions, deletions, clarifications, or corrections. 1.5 A Bid is a complete and properly signed proposal to do the Work for the lump sums, including any Sponsor Options or Alternates stipulated therein, and submitted in accordance with the Bidding Documents. - 1.6 The Base Bid is the sum stated in the Bid for which the Bidder offers to perform the Work described in the Bidding Documents as the base, to which may be added or from which Work may be deleted for sums stated in Alternate Bids or Sponsor Option Bids. 1.7 An Alternate Bid (or Alternate) is an amount stated in the Bid to be added to or deducted from the amount of the Base Bid if the corresponding change in the Work, as described in the Bidding Documents, is accepted. 1.8 A Sponsor Option Bid (or Option) is an amount stated in the Bid, which can be exercised by the Sponsor through the Architect, for the corresponding change in the work as described in the Bidding Documents. This Sponsor Option can be exercised at any time during the contract duration. 1.9 A Bidder is a person or entity who submits a Bid. 1.10 A Sub -bidder is a person or entity who submits a bid to a Bidder for materials or labor for a portion of the Work. 1.11 An Allowance is a given amount to be included in the Bidder's proposal. From this Allowance, payments will be made to the vendor for the specified service or project. If the contractor is responsible for making payments, he will be reimbursed for the payments to the vendor via presentation of invoices in his monthly payment application. Allowance includes labor, materials, installation, permits, etc. 1.12 The term "provide" means "furnish and install." Wherever "provide" or "furnish and install" are used, this shall mean purchase, and all purchasing requirements and procedures, and installation complete, as per the specified or implied requirements. 1.13 The term "perform" means to comply fully with the specified or implied requirements. INSTRUCTIONS TO BIDDERS URS Corporation UUZUU - z _,, ARTICLE 2 COPIES OF BIDDING DOCUMENTS 2.1 One set of Bid Documents will be provided to each qualified Bidder. Additional sets will be provided upon a non-refundable payment of $100.00 per set, cash, check or money order made payable to the Sponsor's Representative. 2.2 Bidders shall use complete sets of Bidding Documents in preparing Bids where applicable. Neither the Sponsor, the Sponsor's Representative, the Architect, nor the Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. ARTICLE 3 EXAMINATION OF BIDDING DOCUMENTS AND SITE 3.1 Before Submitting a Bid: 3.1.1 Each Bidder shall thoroughly examine all the Bidding Documents. 3.1.2 Each Bidder shall visit the site to familiarize himself with local conditions that may in any manner affect the cost, progress, or performance of the Work. 3.2 The residential properties upon which the Work is to be performed are the private property of Homeowners participating in the Noise Insulation Program. Rights -of -way and easements for access thereto are Public Land. All additional lands, and access thereto, required for temporary construction facilities or storage of materials and equipment other than at locations indicated on the Drawings are to be provided by the Contractor. The lands upon which the Work is to be performed, right-of-ways for access thereto, and other lands designated for use by the Contractors in performing the Work are identified in the General Requirements or Drawings. 3.3 Sponsor will provide each Bidder an opportunity to access the project residences (for a maximum of 15 minutes per residence) during the Pre -Bid Conference to gather data and conduct such explorations and tests as each Bidder deems necessary for submission of a Bid. Seven days prior to the Pre -Bid Conference, Bidder must submit to the Sponsor's Representatives, in writing, a list of residences he is interested in accessing during the Pre -Bid Conference. 3.4 Each Bidder shall study and carefully correlate his observations with the Contract Documents. 3.5 The submission of a Bid will constitute a representation by the Bidder that he has complied with every requirement of Article 3 and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance of the Work. INSTRUCTIONS TO BIDDERS URS Corporation 00200 - 3 ARTICLE 4 INTERPRETATION AND CORRECTION OF BIDDING DOCUMENTS 4.1 Bidders and Sub -bidders shall promptly notify the Sponsor's Representative of any ambiguity, inconsistency or error that they may discover upon examination of the Bidding Documents or of the site and local conditions. 4.2 Bidders and Sub -bidders requiring clarification or interpretation of the Bidding Documents shall submit their questions in writing to the Sponsor's Representative, no later than ten calendar days prior to the date for receipt of Bids. Any interpretation, correction or change of the Bidding Documents will be accomplished by Addenda mailed or delivered to all parties recorded as having received plans. Copies of Addenda will also be made available for inspection wherever Bidding Documents are on file for that purpose. Interpretations, corrections, or changes of the Bidding Documents made in any -- other manner will not be binding, and Bidders shall not rely upon such interpretations, corrections, and changes. Oral and other interpretations or clarifications will be without legal effect. ARTICLE 5 BIDDING PROCEDURE 5.1 FORM AND STYLE OF BIDS 5.1.1 The Bid Proposal shall be submitted on the forms included in Sections 00410, 00430, 00431, 00432 and 00450 through 00459 of these Bidding Documents with the exception of the Bid Bond, which may be submitted in alternate forms as described in Section 5.3.1 of these Instructions to Bidders. Each of the forms in Sections 00410, 00430, 00431, 00432 and 00450 through 00459, must be properly filled out, executed, and submitted as the Bid Proposal. 5.1.2 All blanks on the Bid Form shall be filled in with ink or by typewriter. 5.1.3 Where so indicated on the Bid Form, sums shall be expressed in both words and figures, and in case of discrepancy between the two, the amount written in words shall govern. 5.1.4 Any interlineation, alteration, or erasure must be initialed by the signer of the Bid 5.1.5 All requested Alternates should be bid. If no change in the Base Bid is required, enter "No Change." Failure to comply shall constitute a non -responsive bid. 5.1.6 All requested Allowances should be bid. Failure to comply shall constitute a non- responsive bid. 5.1.7 All requested Sponsor Options should be bid. Failure to comply shall constitute a non -responsive bid. INSTRUCTIONS TO BIDDERS URS Corporation 00200 - 4 5.2 ADDENDA 5.2.1 Each Bidder shall ascertain prior to submitting his Bid that he has received all Addenda issued, and he shall acknowledge their receipt in his Bid. 5.2.2 No Addenda will be issued later than five calendar days prior to the date for receipt of Bids except for an Addendum withdrawing the request for Bids or one which includes postponement of the date for receipt of Bids. 5.2.3 Copies of Addenda will be made available for inspection wherever Bidding Documents are on file for that purpose. 5.3 BID SECURITY 5.3.1 Each Bid shall be accompanied by a Bid Security made payable to Monroe County, in the amount of five percent of the Bidder's maximum Bid price. The Bid Security shall be in the form of a certified check, cashiers check or a Bid Bond issued by a surety meeting the requirements of the form in Section 00430. If a Bid Bond is submitted as Bid Security, the attorney -in -fact who executes the bond on behalf of the surety shall affix to the Bond a certified and current copy of his power of attorney. 5.3.2 The bid surety constitutes a pledge by the Bidder that he will enter into a Contract with the Sponsor on the terms stated in his Bid and will furnish the required Public Construction Bond, Performance Bond, and Payment Bond, as described in the General and Supplementary Conditions of this contract. The Bid Security of the successful Bidder will be retained until such Bidder has entered into a Contract with the Sponsor and furnished the required Public Construction Bond, Performance Bond, and Payment Bond, whereupon it will be returned. If the successful Bidder fails to execute and deliver the Contract and furnish the required Bonds, the Sponsor may annul the Notice of Award and the amount of the bid security of that Bidder shall be forfeited to the Sponsor not as a penalty, but as liquidated damages. 5.3.3 The bid security of any Bidder whom the Sponsor believes to have a reasonable chance of receiving the award may be retained by the Sponsor until either (a) the Contract has been executed and the required Bond has been furnished, or (b) the ninety-first (91 st) day after the Bid opening, or (c) all Bids have been rejected. The bid security of the other Bidders will be returned within twenty-one (21) days of the Bid opening. 5.4 SCHEDULING, MANPOWER REQUIREMENTS, AND PERMITS 5.4.1 The overall schedule for construction is described in the Bidding Documents, Section 01100, Paragraph 1.4, "Work Sequence: Commencement, Schedule, and Completion of Work." 5.4.2 The Contractor will be required to provide adequate manpower and equipment in order to meet the requirements of the schedule. INSTRUCTIONS TO BIDDERS URS Corporation 00200 - 5 5.4.3 The Bidders shall determine all permits, impact fees, inspections and surveys (and fees required by same) required by Federal, State, or Municipal bodies having jurisdiction over the project and shall include in his Bid Proposal the cost of all such permits, impact fees, inspections and surveys. The Contractor shall be required to secure all such permits, impact fees, inspections and surveys required for the execution of this Contract, except as noted elsewhere herein (refer to subparagraph 3.7.1 on Page 00700-8 of the Contract General Conditions). The County will not assess any County building permit or County impact fees. The Contractor will be responsible for any other building permit costs or impact fees required for this project (e.g., City of Key West). 5.5 SUBMISSION OF BIDS 5.5.1 Bids shall be submitted to Monroe County at the designated location not later than the time and date for receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by Addendum. Bids received after the time and date for receipt of Bids will be returned unopened. - 5.5.2 Two (2) originals and four (4) copies of all bidding documents are to be submitted. Place the bid security in its own separate envelope, marking on the outside "Bid Security", and place all other bidding documents in another envelope, marking on the outside "Proposal Documents." Both envelopes are to be inserted in one larger envelope. If the Bid is hand -delivered, the envelope shall be filled out as follows: 1. In the upper left-hand corner, place the Bidder's name and address. 2. In the center of the envelope, put the following: Monroe County Purchasing Department 5100 College Road Public Service Building Cross Wing Room #002 Stock Island Key West, FL 33040 3. In the lower left hand corner, put the following: Bid for: Key West Int'I Airport Noise Insulation Program — Phase 1 To be opened: (Date) (Time) In item 3. above, fill in the date and time for opening of the bids, in order that you may remind yourself of the deadline. INSTRUCTIONS TO BIDDERS URS Corporation 00200 - 6 If the Bid is sent by mail, the sealed envelope shall be enclosed in a separate mailing envelope with the notation "SEALED BID ENCLOSED" on the face thereof. And then address the mailing envelope in the conventional manner. 5.5.3 The Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. 5.5.4 Oral, telephonic, or telegraphic Bids are invalid and will not receive consideration. 5.6 MODIFICATION AND WITHDRAWAL OF BIDS 5.6.1 A Bid may not be modified, withdrawn, or canceled by the Bidder during the stipulated time period following the time and date designated for the receipt of Bids and each Bidder so agrees in submitting his Bid. 5.6.2 Prior to the time and date designated for receipt of Bids, any Bid submitted may be modified or withdrawn by notice to Monroe County Purchasing Department at the place designated for receipt of Bids. Such notice shall be in writing over the signature of the bidder. The written confirmation over the signature of the Bidder shall be mailed and postmarked on or before the date and time set for receipt of Bids, and it shall be so worded as not to reveal the amount of the original Bid. 5.6.3 Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 5.6.4 Bid Security shall be in an amount sufficient for the Bid as modified or resubmitted. 5.6.5 Conditional, modified, or qualified bids will be rejected. Bidders are to comply with the instructions on the bid forms, and not make any changes thereto. 5.7 RIGHT TO CLAIM ERROR IN BID 5.7.1 Each Bidder's original work papers, documents, and materials used in preparation of the bid shall be enclosed in an envelope and marked clearly as to contents, must be received by Monroe County Purchasing Department no later than 24 hours after the time and date for receipt of Bids, or any extension thereof made by Addendum. Bidders who fail to submit their original work papers, documents, and materials used in the preparation of the bid, as provided herein, waive all rights to claim error in the Bid. 5.7.2 Sponsor will review documents submitted within the designated time frame for the purpose of determining the validity of the Bidder's claim. INSTRUCTIONS TO BIDDERS URS Corporation 00200 - 7 5.7.3 Following review of the Bidder's claim the Sponsor may: a. Allow the Bidder to withdraw the Bid and the Sponsor retains the Bid Security. b. Allow the Bidder to withdraw the Bid and the Sponsor returns the Bid Security. c. Allow the Bidder to enter into contract for the proposed Work at the original Bid price. ARTICLE 6 CONSIDERATION OF BIDS 6.1 OPENING OF BIDS 6.1.1 The properly identified Bids received on time will be opened at the Monroe County Purchasing Department. 6.1.2 Any Bid not received by the Purchasing Department on or before the deadline for receipt of bids designated in the Invitation to Bid will be returned unopened. 6.2 BIDS TO REMAIN OPEN 6.2.1 All Bids shall remain open for ninety (90) days after the date designated for receipt of Bids. 6.2.2 The Sponsor may, at his sole discretion, release any Bid Proposal and return the Bid Security before the ninety (90) days has elapsed. 6.3 AWARD OF CONTRACT 6.3.1 The Sponsor reserves the right to reject any and all Bids or any part of a Bid, to waive the right to disregard all nonconforming, non -responsive or conditional Bids. 6.3.2 In evaluating Bids, the Sponsor may consider the qualifications of the bidders and whether or not the Bids comply with the prescribed requirements in the Bid Instruction. 6.3.3 The Sponsor shall have the right to accept alternates. The alternates will be accepted only in the order they are listed; alternate number one will be accepted first, alternate number two, second, and so on. 6.3.4 The Sponsor may consider the qualifications and experience of subcontractors and/or other entities (including those who are to furnish materials or equipment fabricated to a special design) proposed for each of the principal portions of the Work. Bidders shall submit their listing of subcontractors as required in Section 00431, Performance of Work by Subcontractors. -a 6.3.5 The Sponsor may conduct such investigations as he deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications, and INSTRUCTIONS TO BIDDERS URS Corporation 00200 - 8 financial ability of the Bidders, proposed subcontractors, and other persons or organizations to do the Work in accordance with the Contract Documents to the Sponsor's satisfaction within the prescribed time. The Sponsor has the right to conduct Bid Clarification meetings with any Bidder, to determine if Bidder has bid the scope of work in its entirety. Bidder shall be required to attend Bid Clarification meetings, as necessary. 6.3.6 The Sponsor reserves the right to reject the Bid of any Bidder who does not pass any such evaluation to their satisfaction. 6.3.7 If the Contract is awarded, it will be awarded to the Bidder whose evaluation by the Sponsor shows him to be responsible and has indicated to the Sponsor that the award will be in the best interests of the Project. 6.3.8 If the Contract is to be awarded, the Sponsor's Representative will issue the Notice of Award to the successful Bidder within ninety (90) days after the date of receipt of bids. The Sponsor reserves the right to return all Bids, not make any awards, and cancel the Project. 6.3.9 The Sponsor is tax exempt and reserves the right to purchase directly various construction materials and equipment that may be a part of the Contract. If the Sponsor elects to make a particular purchase, the Sponsor will, via a Purchase Contract, purchase the materials and equipment, and the Contractor shall assist the Sponsor's Representative in the preparation of these Purchase Contracts, including providing to the Sponsor appropriate tax credits. 6.4 EXECUTION OF CONTRACT 6.4.1 The Contractor shall sign and deliver four copies of the Contract Agreement to the Sponsor's Representative prior to the Board of County Commissioners Meeting scheduled to approve a Notice of Award. All other Contract Documents such as the Public Construction Bond, Performance Bond, Payment Bond and Insurance Certificates are to be provided to the Sponsor's Representative within five days after receipt of Notice of Award. A Notice to Proceed will be issued to the Contractor upon satisfactory compliance with these provisions. In no event shall the failure of the Contractor to provide satisfactory bond and insurance certificates within the stipulated time be cause for an extension of the contract time. The Sponsor's Representative will return one fully executed copy of the Contract Agreement to the Contractor with all other Contract Documents attached upon receipt from the Sponsor. INSTRUCTIONS TO BIDDERS URS Corporation 00200 - 9 ARTICLE 7 SPECIAL LEGAL REQUIREMENTS 7.1 Each Bidder, before submitting the Bid, shall familiarize itself with all Federal, State, and local laws, ordinances, permit fees, impact fees, rules and regulations that may apply to the Work or that may in any manner affect the cost, progress, or performance of the Work. END OF SECTION 00200 INSTRUCTIONS TO BIDDERS URS Corporation 00200 - 10 00210 — Supplementary Instructions to Bidders Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation SECTION 00210 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS The Federal Aviation Administration (FAA) administers an airport grant program that provides funds to eligible airports for a variety of projects. The program, which is known as the Airport Improvement Program (AIP), is authorized by the Airport and Airway Improvement Act (AAIA) of 1982. The work in this contract is included in AIP Project Number 3-12-0037-1601 which is being undertaken and accomplished by the Sponsor in accordance with the terms and conditions of a grant agreement between the Sponsor 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. LABOR PROVISIONS - FOR CONTRACTS When AIP projects involve construction contracts in excess of $2,000, provisions of other Federal laws and regulations involving wage rates, overtime pay and kickbacks become applicable, as outlined in FAA Order 5100..38A, Airport Improvement Program Handbook, Chapter 8, Section 2, dated 10/24/89, and Advisory Circular (AC) 150/5100-6D, Labor Requirements for the Airport Improvement Program (AIP), dated 10/15/86. 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 29 CFR 5.5. Each Contractor is to include these provisions in each Construction Subcontract. 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 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. (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 SUPPLEMENTARY INSTRUCTIONS URS Corporation 00210 - 1 TO BIDDERS (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 sent by the Contracting _ Officer to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington, D.C. 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within thirty (30) days of receipt and so advise the contracting officer or will notify the Contracting Officer within the thirty (30) day period that additional time is necessary. (Approved by the Office of Management and Budget under OMB control number 1215-0140.) (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 Budge 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 benefit which is not expressed as an hourly rate, the Contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. (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 anticipate din providing - bona fide fringe benefits under a plan or program, provided, that the Secretary of Labor has found, upon the written request of the Contractor, that the applicable standards of the Davis -Bacon Act have been met. The Secretary of Labor may require the Contractor to set aside in a separate account assets for the meeting of obligations under the Plan or Program. (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 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 an apprentice, trainee or helper, employed or working on the site of work, all or part of the wages required by the Contract, the FAA may, after written notice to the Contractor, Sponsor, Applicant, or Owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. 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 93) years thereafter for all laborers and mechanics working at the site of the Work. Such records shall contain the name, address, and social security number of each such worker, his or her correct classification hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in section 1(b)(2)(B) of the Davis -Bacon Act,), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor 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 _ SUPPLEMENTARY INSTRUCTIONS URS Corporation 00210 - 2 TO BIDDERS trainees, and the ratios and wage rates prescribed in the applicable programs. (Approved by the Office of Management and Budget under OMB control number 1215-0140 and 1215-0017.) (2) (i) The Contractor shall submit weekly, for each week in which any contract work 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 bed maintained under paragraph c91) 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.) (ii) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the Contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the Contract and shall certify the following: (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 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 fully 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.(12) of this section available for inspection, copying or transcription by authorized representatives of the FAA or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. If the Contractor or subcontractor fails to submit the required records or to make them available, the Federal agency may, after written notice to the Contractor, Sponsor, Applicant or Owner, take such action as may be necessary to cause the suspension of any further payment, 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 an 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 her first 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 subcontractor's SUPPLEMENTARY INSTRUCTIONS URS Corporation 00210 - 3 TO BIDDERS 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 an individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than _ permitted under the Plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed 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 who 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. (3) Equal Employment Opportunity. The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the Equal Employment Opportunity requirements of Executive Order 11246, as amended. and 29 CFR Part 30. e. 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. f. 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. g. 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. h. Compliance with Davis -Bacon and Related Act Requirements. All rulings in interpretations of the Davis- ~ Bacon and Related Acts contained in 29 CFR Parts 1, 3, and 5 are herein incorporated by reference in this Contract. i. Disputes Concerninq Labor Standards. Disputes arising out of the labor standards provisions of this Contract shall not be subject to the general disputes clause of this Contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR Parts 5, 6 and 7. Disputes within the meaning of this clause include disputes between the Contractor (or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees of their representatives. Certification of Eligibility. (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 39a) of the Davis -Bacon Act or 29 CFR 5.12(a)(1). SUPPLEMENTARY INSTRUCTIONS URS Corporation 00210 - 4 TO BIDDERS (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 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 (1-1/2) 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 therefor shall be liable for the unpaid wages. In addition, such Contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph 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 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 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. SUPPLEMENTARY INSTRUCTIONS URS Corporation 00210 - 5 TO BIDDERS CIVIL RIGHTS REQUIREMENTS — FOR CONTRACTS Since the passage of the Civil Rights Act of 1964, many other laws have been passed and Executive orders issued which pertain to various aspects of civil rights. Some refer to discrimination in employment; some deal with discrimination in providing services; some with discrimination in program accessibility for persons with disabilities, etc. In many instances, the U.S. Department of Transportation and other Federal agencies issued regulations to implement the different laws and Executive orders. Many of these regulations levy requirements on recipients of Federal assistance under the airport grant program, administered by the Federal Aviation Administration (FAA), as outlined in FAA Order 5100.38A, Airport Improvement Program Handbook, Chapter 8, Section 2, dated 10/24/89, and Advisory Circular (AC) 150/5100-15A, Civil Rights Requirements for the Airport Improvement Program (AIP), dated 3/31/89. NONDISCRIMINATION IN BENEFITS FOR AND SERVICES TO THE PUBLIC The following clauses must be inserted in all contracts entered into by the Sponsor. 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 in Appendix 3 of the regulations. 3. SOLICITATIONS FOR SUBCONTRACTS, INCLUDING PROCUREMENT OF MATERIALS AND EQUIPMENT. In all solicitations either by competitive bidding or negotiation made by the Contractor for work to be performed under a subcontract, including procurements of materials or leases of equipment, each potential Subcontractor or supplier shall be notified by the Contractor of the Contractor's obligation under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin. 4. INFORMATION AND REPORTS. The Contractor shall provide all information 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 Federal Aviation Administration (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 determine to be appropriate, including, but not limited to: a. Withholding of payments to the Contractor under the contract until the Contractor complies, and/or b. Cancellation, termination, or suspension of the Contract, in whole or in part. 6. INCORPORATION OF PROVISIONS. The Contractor 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. — SUPPLEMENTARY INSTRUCTIONS URS Corporation 00210 - 6 TO BIDDERS NONDISCRIMINATION IN EMPLOYMENT IN FEDERALLY -ASSISTED CONSTRUCTION CONTRACTS Each Sponsor entering into a federally assisted Construction Contract over Ten Thousand Dollars ($10,000.00) is required to include the following clauses and certifications in the bid documents and in the contracts between the Sponsor and the Prime Contractor. Each Contractor is to include these clauses and certifications in each Construction Subcontract. Equal Employment Opportunity Clause — 41 CFR 60-1.4(b) 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 include, but not be limited to the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination, rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. (2) The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. (3) The Contractor will send to each labor union or representative of workers with 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 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 preceding paragraph (1) and the provisions of paragraphs (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 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. Notices to be Posted Per Paragraphs (1) and (3) of the EEO Clause Equal Employment Opportunity is the Law — Discrimination is Prohibited by the Civil Rights Act of 1964 and by Executive Order No. 11246 Title VII of the Civil Rights Act of 1964 — Administered by: The Equal Employment Opportunity Commission Prohibits discrimination because of Race, Color, Religion, Sex, or National Origin by Employers with 75 or more SUPPLEMENTARY INSTRUCTIONS URS Corporation 00210 - 7 TO BIDDERS employees, by Labor Organizations with a hiring hall of 75 or more members, by Employment Agencies, and by Joint Labor -Management Committees for Apprenticeship or Training: After July 1, 1967, employers and labor organizations with 50 or more employees or members will be covered; after July 1, 1968, those with 25 or more will be covered. ANY PERSON — Who believes he or she has been discriminated against SHOULD CONTACT: The Equal Employment Opportunity Commission 2401 E Street, NW Washington, DC 20506 Executive Order No. 11246 — Administered by: The Office of Federal Contract Compliance Programs Prohibits discrimination because of Race, Color, Religion, Sex, or National Origin, and requires affirmative action to ensure equality of opportunity in all aspects of employment. By all Federal Government Contractors and Subcontractors, and by Contractors Performing Work Under a Federal Assisted Construction Contract, regardless of the number of employees in either case. ANY PERSON — Who believes he or she has been discriminated against SHOULD CONTACT: The Office of Federal Contract Compliance Programs US Department of Labor — Washington, DC 20210 Certification of Nonsegregated Facilities — 41 CFR 60-1.8. Notice to Prospective Federally -Assisted Construction Contractors 1. Certification of Nonsegregated Facilities must be submitted prior to the award of a federally assisted construction contract exceeding Ten Thousand Dollars ($10,000) which is not exempt from the provisions of the equal opportunity clause. 2. Contractors receiving federally assisted construction contract awards exceeding Ten Thousand Dollars ($10,000) -- 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 Ten Thousand Dollars ($10,000) and are not exempt from the provisions of the Equal Opportunity Clause Notice to Prospective Subcontractors of Requirement for Certification of Nonsegregated Facilities 1. A Certification of Nonsegregated Facilities must be submitted prior to the award of a subcontract exceeding Ten Thousand Dollars ($10,000) which is not exempt from the provisions of the Equal Opportunity Clause. 2. Contractors receiving federally assisted construction contract awards exceeding Ten Thousand Dollars ($10,000) 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 Ten Thousand Dollars ($10,000) and are not exempt from the provisions of the equal opportunity clause. Certification of Nonsegregated Facilities 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 contractor certifies that he will not maintain or provide, for his employees, segregated facilities at any of his establishments and that he will not permit his 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 room, 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 directives or are in fact segregated on the basis of race, SUPPLEMENTARY INSTRUCTIONS URS Corporation 00210 - 8 TO BIDDERS color, religion, or national origin because of habit, local custom, or any other reason. The federally -assisted construction contractor agrees that (except where he has obtained identical certifications from proposed subcontractors for specific time periods) he will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding ten thought ($10,000.00) dollars (US) which are not exempt from the provisions of the equal opportunity clause and that he will retain such certifications in his files. Notice to Prosoective Contractors of Requirement for Certification of Nonsegregated Facilities A certification of Nonsegregated Facilities must be submitted prior to the award of a contract or subcontract exceeding $10,000 which is not exempt from the provisions of the Equal Opportunity Clause. NOTE: The penalty for making false statements in offers is prescribed in U.S.C. 1001. Affirmative Action Requirements — 41 CFR Part 60-4. 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 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 as follows: Timetables Goals for minority participation for each trade: 30.4% Goals for female participation for 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 nonfederally 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 60-4.3(a), and its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the Contract, and in each trade, and the Contractor shall make a good faith effort to employ minority and women evenly on each of its projects. The transfer of minority or female employees or trainees from contractor to contractor or from project to project for the sole purpose of meeting the Contractor's goals, shall be a violation of the Contract, the Executive Order, and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed. 3. The Contractor shall provide written notification to the Director, OFCCP, within 10 working days of award of any 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 Monroe County, Florida. Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246, as amended). As used in these Specifications: a. "Covered area" means the geographical area described in the solicitation from which this Contract resulted; b. "Director" means Director, Office of Federal Contract Compliance Programs) OFCCP), U.S. Department of Labor, or any person of whom the Director delegates authority; SUPPLEMENTARY INSTRUCTIONS URS Corporation 00210 - 9 TO BIDDERS 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; "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 American and maintaining identifiable tribal affiliations through membership and participation or community identification). 2. Whenever the Contractor, or any subcontractor at any tier, subcontracts a portion of the Work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 (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 employees. The overall good faith performance by other Contractors or subcontractors toward a goal in an approved plan does not excuse any covered Contractor's or subcontractor's failure to take good faith efforts to achieve the plan goals and timetables. 4. The Contractor shall implement the specific affirmative action standards provided in paragraphs 7a through p of these Specifications. The goals set forth in the solicitation from which this Contract resulted are expressed as percentages of the local hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered construction contractors performing construction work in geographical areas where they do not have a 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 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 the Specifications shall be based upon its effort to achieve maximum results from its actions. The Contractor shall document these efforts fully and shall implement affirmative action steps at least as extensive as the following: a. Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the Contractor's employees are assigned to work. The Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents, and other onsite supervisory personnel are aware of and carry out the Contractor's obligation to maintain SUPPLEMENTARY INSTRUCTIONS URS Corporation 00210 - 10 TO BIDDERS such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. 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 on its unions have employment opportunities available, and maintain a record of the organization's responses. C. Maintain a current file of the names, addresses and telephone numbers of each minority and female off - the -street applicant and minority or female referral from a union, a recruitment source, a community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefore along with whatever additional actions the Contractor may have taken. d. Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obligations. e. Develop on-the-job training opportunities and/or participate in training programs for the area which expressly includes minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs 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 employees having any responsibility for hiring, assignment, layoff, termination, or other employment decisions including specific review of these items with onsite supervisory personnel such as superintendents, general foremen, etc., prior to the initiation of construction work on any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. h. Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the Contractor's EEO policy with other Contractors and subcontractors with whom the Contractor does or anticipates doing business. i. Direct its recruitment efforts, both oral and written, to minority, female and community organizations, to schools with minority and female students; and to minority and female recruitment and training organizations serving the Contractor's recruitment area and 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. 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. SUPPLEMENTARY INSTRUCTIONS URS Corporation 00210 - 11 TO BIDDERS n. Ensure that all facilities and company activities are nonsegregated except that separate or single -user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. o. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. P. Conduct a review, at least annually, of all supervisors, adherence to and performance under the Contractor's EEO policies and affirmative action obligations. 8. Contractors are encouraged to participate in voluntary associations that assist in fulfilling one or more of their affirmative action obligations (7a through p). The efforts of a contractor association, joint contractor -union, contractor - community, or other similar groups of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations under 7a through p of the 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 substantially disparate manner (for example, even though the Contractor ahs 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 Executive Order 11246, as amended. 13. The Contractor, in fulfilling its obligations under these Specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of these Specifications, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the executive order, the implementing regulations, or these Specifications, the Director shall proceed in accordance with 41 CFR 60-4.8. 14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the government, and to keep records. Records shall at least include for each employee, the name, address, telephone - 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 if 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. SUPPLEMENTARY INSTRUCTIONS URS Corporation 00210 - 12 TO BIDDERS Contractor/Subcontractor Reporting — 41 CFR 60-1.7. 1. Monthly Utilization Reports (SF 257). Based on paragraph (5) of the EEO Clause, Monthly Utilization Reports (SF 257) may be required to be submitted to the area office of the Federal Contract Compliance Program (OFCCP). This requirement applies to contracts to be performed in areas designated by the Department of Labor. Contractors should contact the area office of the Department of Labor to see if this report is required. 2. Employer Information Report (SF-100). Contractors/subcontractors working on federally assisted 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. Street, 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: (i) Nonexempt. Contractors/subcontractors are not exempt based on 41 CFR 60-1.5; (ii) Number of Employees. Has fifty (50) or more employees; (iii) Dollar Level. There is a contract, subcontract, or purchase order amounting to Fifty Thousand Dollars ($50,000) or more or serves as 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. (iv) Contractor/Subcontractor. Is a prime Contractor of first tier subcontractor. Some subcontractors below the first tier who work at the site are required to file if they meet the above requirements. 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. DISADVANTAGED BUSINESS ENTERPRISE PROGRAM Each Sponsor entering into a DOT -assisted Construction Contract is required to include the following Policy and DBE Obligation statements in the contract between the Sponsor and the Contractor. These statements are taken from 49 CFR 26, which includes additional language which is applicable to the Sponsor. (1) POLICY. It is the policy of the Department of Transportation that disadvantaged business enterprises as defined in 49 CFR Part 26 shall have the maximum opportunity to participate in the performance of contracts financed in whole or in part with Federal funds. Consequently, the Disadvantaged Business Enterprise (DBE) requirements of 49 CFR Part 26 apply to this contract. (2) DBE OBLIGATION. The Contractor agrees to ensure that disadvantaged business enterprises as defined in 49 CFR Part 26 have the maximum opportunity to participate in the performance of this contract or subsequent subcontracts. In this regard, the Contractor shall take all necessary and reasonable steps in accordance with 49 CFR Part 26 to ensure that disadvantaged business enterprises have the maximum opportunity to compete for and perform subcontracts. The Contractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract or subsequent subcontracts. (3) COMPLIANCE. All Contractors or Subcontractors for this DOT -assisted contract are hereby notified that failure to carry out the DOT 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 Sponsor. SUPPLEMENTARY INSTRUCTIONS URS Corporation 00210 - 13 TO BIDDERS TRADE RESTRICTION CLAUSES — FOR CONTRACTS As required by FAA Order 5100.38A, Airport Improvement Program Handbook, Chapter 8, Section 2, dated 10/24/89, 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 include 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 county 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. 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. 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 fraudulent certification may render the maker subject to prosecution under Title 18, United States Code, Section 1001. CLEAN AIR AND WATER POLLUTION CONTROL REQUIREMENTS As required by FAA Order 5100.38A, Airport Improvement Program Handbook, Chapter 8, Section 2, dated 10/24/89, for all construction contracts and subcontracts exceeding one hundred thousand dollars ($100,000). 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 (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 One Hundred Thousand Dollars ($100,000), the requirements of (a), (b), and (c). SUPPLEMENTARY INSTRUCTIONS URS Corporation 00210 - 14 TO BIDDERS DRUG -FREE WORKPLACE PROGRAM, REQUIREMENTS OF 21 CFR 1308 1. Definitions: (a) As used in this clause, "controlled substance" means a controlled substance in Schedules I through V of Section 202 of the Controlled Substances Act (21 USC 812) and as further defined in regulation at 21 CFR 1308.11- 1308.15. (b) "Conviction" means a finding of guilt (including a plea of nolo contendere) or imposition of sentence, or both, by any judicial body charged with the responsibility to determine violations of the Federal or State criminal drug statues. (c) "Criminal drug statutes" means a Federal or non -Federal criminal statute involving the manufacture, distribution, dispensing, possession, or use of any controlled substance. (d) "Drug -free workplace" means the site(s) for the performance of work done by the Contractor in connection with a specific contract at which employees of the Contractor are prohibited from engaging in the manufacture, distribution, dispensing, possession, or use of a controlled substance. (e) "Employee" means an employee of the Contractor directly engaged in the performance of work under a Government contract. (f) "Directly engaged" is defined to include all direct cost employees and any other Contractor employee who has other than a minimal impact or involvement in contract performance. (g) "Individual" means an Offerer/Contractor that has no more than one employee including the Offerer/Contractor. 2. The Contractor, if other than an individual, shall within thirty (30) calendar days after award (unless a longer period is agreed to in writing for contracts of 30 calendar days or more performance duration), or as soon as possible for contracts of less than thirty (30) calendar days performance duration: (a) Publish a statement notifying its employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the Contractor's workplace and specifying the actions that will be taken against employees for violations of such prohibition; (b) Establish an ongoing drug -free awareness program to inform such employees about: (i) the dangers of drug abuse in the workplace, (ii) the Contractor's policy of maintaining drug -free workplace, (iii) any available drug counseling, rehabilitation, and employee assistance programs, and (iv) the penalties that may be imposed upon employees for drug abuse violations occurring in the workplace. (c) Provide all employees engaged in performance of this contract with a copy of a statement required by subparagraph 2. (a) of this clause; (d) Notify such employees in writing in the statement required by subparagraph 2. (a) of this clause that, as a condition of continued employment on this contract, the employee will: (i) abide by the terms of the statement and (ii) notify the employer in writing of the employee's conviction under a criminal drug statute for a violation occurring in the workplace no later than five (5) calendar days after such conviction; (e) Notify Monroe County in writing within ten (10) calendar days after receiving notice under subparagraph 2. (d) (ii) of this clause from an employee or otherwise receiving actual notice of such conviction. The notice shall include the position title of the employee; SUPPLEMENTARY INSTRUCTIONS URS Corporation 00210 - 15 TO BIDDERS (f) Within thirty (30) calendar days after receiving notice under paragraph 2. (d) (ii) of this clause of a conviction, take one of the following actions with respect to any employee who is convicted of a drug abuse violation occurring in the workplace: (i) take appropriate personnel action against such employee, up to and including termination, or (ii) require such employee to satisfactorily participate in a drug abuse assistance or rehabilitation program approved for such purposes by a Federal, State, or local health, law enforcement, or other appropriate agency, and (g) Make a good faith effort to maintain a drug -free workplace through implementation of subparagraph 2. (a) of this clause. 3. The Contractor, if an individual, agrees by award of the contract or acceptance of a purchase order, not to engage in the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance in the performance of this contract. 4. In addition to other remedies available to the Government, the Contractor's failure to comply with the requirements of paragraphs 2. and 3. of this clause may, pursuant to FAR 23.506, render the Contractor subject to _ suspension of contract payments, termination of the contract for default, and suspension or debarment. BUY AMERICAN REQUIREMENT 1. Under Section 9129 of the Aviation Safety and Capacity Expansion Act of 1990, the Secretary of Transportation shall not obligate after the date of enactment (November 5, 1990), any funds for any project unless "steel and manufactured products" (hereafter materials) used in such projects are produced in the United States. Although this appears to be a blanket requirement, the Act further provides the following four exceptions: a. The Secretary determines that application of the Buy American requirement would not be in the public interest; b. The Secretary finds that such materials are not produced in the United States in sufficient and reasonably available quantities and of a satisfactory quality; C. In the case of the procurement of facilities and equipment under the Airport and Airway Improvement Act of 1982, as amended, that (1) the cost of components and subcomponents which are produced in the United States is more than 60 percent of the cost of all components of the facility or equipment, and (2) final assembly of the facility or equipment has taken place in the United States; or d. The inclusion of domestic materials will increase the cost of the overall project contract by more than 25 percent. There is no restriction against a company offering foreign produced items in its bid (although the bid should identify those items) The Sponsor may not award to that company unless it is pursuant to one of the exceptions listed above 2. 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 AIP. The following terms apply: a. 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 sixty (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 2. a. and b. shall be treated as domestic. b. Components. As used in this clause, components means those articles, materials, and supplies incorporated directly into steel and manufactured products. C. Cost of Components. This means the costs for production of the components, exclusive of final assembly labor costs. SUPPLEMENTARY INSTRUCTIONS URS Corporation 00210 - 16 TO BIDDERS 3. 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: a. that the U.S. Department of Transportation has determined, under the 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; b. 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 C. that inclusion of domestic material will increase the cost of the overall project contract by more than 25 percent. 4. The following is a list of those items that the Federal Government has already determined are not domestically produced in sufficient and reasonably available quantities and of a satisfactory quality (exemption 1. b. above). Many of the items listed would not be considered as manufactured goods subject to the Buy American requirement or will never be used by sponsors in a project. The entire list is reproduced to ensure that there are no unintentional exclusions. List of Supplies/Materials that the U.S. Government Has Determined Are Not Produced In the United States In Sufficient and Reasonably Available Quantities and of Sufficient Quality (January, 1991) Acetylene, black. Agar, bulk. Anise. Antimony, as metal or oxide. Asbestos, amosite, chrysolite, and crocidolite. Bananas. Bauxite. Beef, corned, canned. Beef extract. Bephenium Hydroxynapthoate. Bismuth. Books, trade, text, technical, or scientific; newspapers; pamphlets; magazines; periodicals; printed briefs and films; not printed in the United States and for which domestic editions are not available. Brazil nuts, unroasted. Cadmium, ores and flue dust. Calcium cyanamide. Capers. Cashew nuts. Castor beans and castor oil. Chalk, English. Chestnuts. Chicle. Chrome ore or chronite. Cinchona bark. Cobalt, in cathodes, rondelles, or other primary ore and metal forms. Cocoa beans. Coconut and coconut meat, unsweetened, in shredded, desiccated or similarly prepared form. Coffee, raw or green bean. Colchicine alkaloid, raw. Copra. Cork, wood or bark and waste. Cover glass, microscope slide. Cryolite, natural. Dammar gum. Diamonds, industrial, stones and abrasives. Emetine, bulk. Ergot, crude. Erthrityl tetranitrate. Fair linen, altar. Fibers of the following types: abaca, aace, agave, coir, flax, jute, jute burlaps, palmyra, and sisal. Goat and kidskins. SUPPLEMENTARY INSTRUCTIONS URS Corporation 00210 - 17 'TO BIDDERS Graphite, natural, crystalline, crucible grade. Handsewing needles. Hemp yarn. Hog bristles for brushes. Hyoscine, bulk. Ipecac, root. Iodine, crude. Kaurigum. Lac. Leather, sheepskin, hair type. Lavender oil. Manganese. Menthol, natural bulk. Mica. Microprocessor chips (brought onto a construction site as separate units for incorporation into building systems during construction or repair and alteration of real property). Nickel, primary, in ingots, pigs, shots, cathodes, or similar forms; nickel oxide and nickel salts. Nitroguanidine (also known as picrite). Nux vomica, crude. - Oiticica oil. Olive oil. Olives (green), pitted or unpitted, or stuffed, in bulk. Opium, crude. Oranges, mandarin, canned. Petroleum, crude oil, unfinished oils, and finished products (see definitions below). Pine needle oil. Platinum and related group metals, refined, as sponge, powder, ingots, or cast bars. Pyrethrum flowers. Quartz crystals. Quebracho. Quinidine. Y Quinine. Rabbit fur belt. Radium salts, source and special nuclear materials. Rosettes. Rubber, crude and latex. Rutile. Santonin, crude. Secretin. Shellac. Silk, raw and unmanufactured. Spare and replacement parts for equipment of foreign manufacture, and for which domestic parts are not available. Spices and hers, in bulk. Sugars, raw. Swords and scabbards. Talc, block, steatite. Tantalum. Tapioca flour and cassava. Tartar, crude; tartaric acid and cream of tartar in bulk. Tea in bulk. _ Thread, metallic (gold). Thyme oil. Tin in bars, blocks, and pigs. Triprolidine hydrochloride. Tungsten. Vanilla bean. Venom, cobra. Wax, carnauba. _ cedar, angelique, blasa,ekki, greenhart, lignum Woods; logs, veneer, and lumber of the following species: Alaskan yellow vitae, mahogany, and teak. Yarn, 50 Denier rayon. SUPPLEMENTARY INSTRUCTIONS URS Corporation 0021U - Id TO BIDDERS Petroleum terms are used as follows: "Crude oil" means crude petroleum, as it is produced at the wellhead, and liquids (under atmospheric conditions) that have been recovered from mixtures of hydrocarbons that existed in a vaporous phase in a reservoir and that are not natural gas products. "Finished products" means any one or more of the following petroleum oils, or a mixture or combination of these oils, to be used without further processing except blending by mechanical means: a. "Asphalt' — a solid or semi -solid cementitous material that (1) gradually liquifies when heated, (2) has bitumens as its predominating constituents, and (3) is obtained in refining crude oil. b. "Fuel Oil' — a liquid or liquefiable petroleum product burned for lighting or for the generation of heat or power and derived directly or indirectly from crude oil, such as kerosene, range oil, distillate fuel oils. gas oil, diesel fuel, topped crude oil, or residues. C. "Gasoline" — a refined petroleum distillate that, by its consumption, is suitable for use as a carburant in internal combustion engines. d. "Jet Fuel' — a refined petroleum distillate used to fuel jet propulsion engines. e. "Liquefied Gases" — hydrocarbon gases recovered from natural gas or produced from petroleum refining and kept under pressure to maintain liquid state at ambient temperatures. f. "Lubricating Oil' — a refined petroleum distillate or specially treated petroleum residue used to lessen friction between surfaces. g. "Naphtha" — a refined petroleum distillate falling within a distillation range overlapping the higher gasoline and the lower kerosene. h. "Natural Gas Products" — liquids (under atmospheric conditions) including natural gasoline, that: (1) are recovered by a process of absorption, adsorption, compression, refrigeration, cyclin, or a combination of these processes, from mixtures of hydrocarbons that existed in a vaporous phase in a reservoir, and (2) when recovered and without processing in a refinery, definitions of products contained in subdivision b., c., and g. above. i. "Residual Fuel Oil' — a topped crude oil or viscous residuum that, as obtained in refining or after blending with other fuel oil, meets or is the equivalent or M►LSPEC Mil-F-859 for Navy Special Fuel Oil and any more viscous fuel oil, such as No. 5 or Bunker C. "Unfinished oils" — means one or more of the petroleum oils listed under "Finished products" above, or a mixture or combination of these oils, that are to be further processed other than by blending by mechanical means. SUSPENSION AND DEBARMENT REQUIREMENTS — FOR CONTRACTS As required by FAA Order 5100.38A, Airport Improvement Program Handbook, Chapter 8, Section 2, dated 10/24/89. 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 with modification in all lower tier transactions, solicitations, proposals, contracts, and subcontracts. Where the bidder/ offerer/ contractor of any lower tier participant is unable to certify to this statement, it shall attach an explanation to this solicitation/proposal. RIGHTS TO INVENTIONS As required by FAA Order 5100.38A, Airport Improvement Program Handbook, Chapter 8, Section 2, dated 10/24/89. All rights to inventions and materials generated under this contract are subject to regulations issued by the FAA and the Sponsor of the Federal grant under which this contract is executed. Information regarding these rights is available from the FAA and the Sponsor. SUPPLEMENTARY INSTRUCTIONS URS Corporation 00210 - 19 TO BIDDERS TERMINATION OF CONTRACT As required by FAA Order 5100.38A, Airport Improvement Program Handbook, Chapter 8, Section 2, dated 10/24/89. a. The Sponsor may, by written notice, terminate this contract in whole or in part at any time, either for the Sponsor's convenience or because of failure to fulfill the contract obligations. Upon receipt of such notice, services shall be immediately discontinued (unless the notice directs otherwise) and all materials as may have been accumulated in performing this contract, whether completed or in process, delivered to the Sponsor. b. If the termination is for the convenience of the Sponsor, an equitable adjustment in the contract price shall be made, but no amount shall be allowed for anticipated profit on unperformed services. C. If the termination is due to failure to fulfill contractor's obligations, the Sponsor may take over the work and prosecute the same to completion by contract or otherwise. In such case, the contractor shall be liable to the Sponsor for any additional cost occasioned to the Sponsor thereby. d. If, after notice of termination for failure to fulfill contract obligations, it is determined that the contractor had not so failed, the termination shall be deemed to have been effected for the convenience of the Sponsor. In such event, adjustment in the contract price shall be made as provided in paragraph b. of this clause. -- e. The rights and remedies of the Sponsor provided in this clause are in addition to any other rights and remedies provided by law or under this contract. INSPECTION OF RECORDS As required by FAA Order 5100.38A, Airport Improvement Program Handbook, Chapter 8, Section 2, dated 10/24/89. The contractor shall maintain an acceptable cost accounting system. The Sponsor, the Federal Aviation Administration, and the Comptroller General of the United States shall have access to any books, documents, paper, and records of the contractor which are directly pertinent to the specific contract for the purposes of making an audit, examination, excerpts, and transcriptions. The contractor shall maintain all required records for 3 years after the Sponsor makes final payment and all other pending matters are closed. BREACH OF CONTRACT TERMS - SANCTIONS As required by FAA Order 5100.38A, Airport Improvement Program Handbook, Chapter 8, Section 2, dated 10/24/89. Any violation or breach of the terms of this contract on the part of the contractor or subcontractor may result in the suspension or termination of this contract or such other action which may be necessary to enforce the rights of the parties of this agreement. ATTACHMENTS _ Wage rates for Monroe County are attached. SUPPLEMENTARY INSTRUCTIONS URS Corporation 00210 - 20 TO BIDDERS -- 2001 Wage Rate Decisions General Decision Number FL010050 Superseded General Decision No. FL000050 State: FLORIDA County: MONROE Construction Type: BUILDING BUILDING CONSTRUCTION PROJECTS (does not include residential construction consisting of single family homes and apartments up to and including 4 stories.) Modification Number: 0 Publication Date: 03/02/2001 SUFL1017A 01/25/1990 Rates Fringes CARPENTERS 12.60 1.83 CEMENT MASONS 7.00 ELECTRICIANS 8.40 14%+.20 IRONWORKERS 9.45 1.41 LABORERS, GENERAL 5.15 PAINTERS 8.80 1.07 PLUMBERS & PIPEFITTERS 9.50 PLASTERERS 8.10 ROOFERS 8.47 TRUCK DRIVERS 5.15 WELDERS Receive rate prescribed for craft performing operation to which welding is incidental. 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 (29 CFR 5.5(a)(1)(v)). SUPPLEMENTARY INSTRUCTIONS URS Corporation 00210 - 21 TO BIDDERS General Decision Number FL010051 Superseded General Decision No. FL000051 State: FLORIDA County: MONROE Construction Type: RESIDENTIAL RESIDENTIAL CONSTRUCTION PROJECTS (consisting of single family homes and apartments up to and including 4 stories.) Modification Number: 0 Publication Date: 03/02/2001 SUFL4019A 09/01/1983 Rates Fringes AIR CONDITIONING MECHANIC 7.75 BRICKLAYER 8.50 - CARPENTER 8.41 CEMENT MASONS 8.00 DRYWALL FINISHER 7.96 DRYWALL HANGER 10.00 ELECTRICIANS 9.16 LABORERS: Unskilled 5.15 Mason Tender 5.50 Marble Setter 6.50 PAINTER 8.00 PLUMBERS & PIPEFITTERS 8.37 POWER EQUIPMENT OPERATORS: Backhoe 7.00 Bulldozer 6.00 Crane 7.00 Grader 7.00 Trencher 6.00 ROOFER 7.00 SHEET METAL WORKER 9.00 TILE SETTER 8.00 TRUCK DRIVER 5.15 WELDERS Receive rate prescribed for craft performing operation to which welding is incidental. URS Corporation 00210 - 22 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: • an existing published wage determination • a survey underlying a wage determination • a Wage and Hour Division letter setting forth a position on a wage determination matter • a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U. S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U. S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION SUPPLEMENTARY INSTRUCTIONS URS Corporation 00210 - 23 TO BIDDERS THIS PAGE INTENTIONALLY LEFT BLANK SUPPLEMENTARY INSTRUCTIONS URS Corporation 00210 - 24 TO BIDDERS 00220 — Bid Scope Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation SECTION 00220 BID SCOPE 1.1 GENERAL SCOPE The Work is generally described as building construction and replacement work necessary to improve the noise insulation of 22 individual residences in the vicinity of the Key West International Airport. This Bid Package describes and specifies work which consists of, but is not limited to, the removal and replacement of existing primary windows with acoustically -rated metal insulating replacement windows; replacement and/or addition of storm shutters; removal and replacement of existing entry doors with solid -core wood or metal insulating replacement doors and associated hardware; replacement and/or addition of storm doors; weather-stripping; caulking; new mechanical and electrical systems; plaster walls and ceilings; construction of insulating attic access panels; installation of fiberglass insulation in the attic area, and other sound -mitigating measures. The Work will also include the demolition and removal of designated elements of the existing construction and temporary weatherproof enclosures as required. 1.2 SPECIAL PROVISIONS The following Special Provisions are intended to clarify the scope of work, or highlight features of the work, or modify, change, add to, or delete from the General Scope of this Bid Package. 1.2.1 All licenses required in order to perform the scope of work in the specified location, shall be procured and maintained by the Contractor and his Subcontractors. Copies of Contractor's and Subcontractor's licenses are to accompany the Bid. Contractor shall submit copies of any other required licenses to the Sponsor's Representative prior to Notice to Proceed. 1.2.2 The residential properties upon which the Work is to be performed are the private property of residents participating in the Noise Insulation Program. Rights -of -way and easements for access thereto are Public Land. All additional lands, and access thereto, required for temporary construction facilities or storage of materials and equipment other than at locations indicated on the Drawings are to be provided by the Contractor. 1.2.3 Sponsor will provide Bidders an opportunity to access the 22 project residences (for a maximum of 15 minutes per residence) during the Pre -Bid Conference to gather data and conduct such explorations and tests as Bidders deem necessary for submission of a Bid. Seven days prior to the Pre -Bid Conference, Bidders must submit to the Sponsor's Representative, in writing, a list of residences he is interested in accessing during the Pre -Bid Conference. BID SCOPE URS Corporation 00220-1 1.2.4 Contractor is to review Division 1 General Requirements for additional responsibilities required in order to perform this Work. 1.2.5 If in the event of conflicting, or overlapping requirements in any area of the Bidding Documents, Technical Specifications, or Drawings, the most stringent condition shall be bid and constructed. Notify the Sponsor's Representative in any event, in order to not compromise the Sponsor's right to make appropriate decisions. 1.2.6 Contractor shall maintain As -Built Drawings of his work progression. 1.2.7 This Contractor shall not store materials inside the residences. Contractor shall provide suitable off -site storage container(s), and be responsible for disposal off - site of all debris and trash. BID SCOPE URS Corporation 00220-2 n Bidding and Contracting Requirements 00250 — Pre -Bid Conference URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation SECTION 00250 PRE -BID CONFERENCE A mandatory Pre -Bid Conference will be held in the Project Office (which is located on the second floor of the airport terminal adjacent to the airport administrative offices), 3491 S. Roosevelt Blvd., Key West, Florida on July 10, 2001, at 9:00 AM. Representatives of the Sponsor, Sponsor's Representative, Homeowner Liaison, Architect, and Engineer will be present to discuss the Project. Questions relating to the Bid Documents will be answered at that time. Sponsor's Representative will transmit to all plan holders and prospective Bidders of record a summary of the conference and such Addenda as Sponsor's Representative considers necessary in response to questions arising at the conference. This will be the only time a tour of the work site can be provided. Sponsor will provide each Bidder an opportunity to access the project residences (for a maximum of 15 minutes per residence) during the Pre -Bid Conference to gather data and conduct such explorations and tests as each Bidder deems necessary for submission of a Bid. Bidder must submit a list of residences he is interested in accessing during the Pre -Bid Conference. The list must be faxed to the Sponsor's Representative (Attention: Deborah Murphy) at 813-286-6587 and the Homeowner Liaison (Attention: Carri Freije) at 305-292-3578 no later than 12:00 Noon on Monday, July 2, 2001. PRE -BID MEETING URS Corporation 00250-1 THIS PAGE INTENTIONALLY LEFT BLANK PRE -BID MEETING URS Corporation 00250-2 -- 00 a 0 3 F Bidding and Contracting Requirements 00410 - Bid Form URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation :.. SECTION 00410 BID FORM BID TO: MONROE COUNTY PURCHASING DEPARTMENT 5100 COLLEGE ROAD PUBLIC SERVICE BUILDING CROSS WING ROOM #002 STOCK ISLAND KEY WEST, FLORIDA 33040 BID DUE: JULY 24, 2001 BY 3:00 PM BID FROM: The undersigned, having carefully examined the Work and reference Drawings, Specifications, Proposal, and Addenda thereto and other Contract Documents for the construction of: Key West International Airport Noise Insulation Program — Phase 1 and having carefully examined the site where the Work is to be performed, having become familiar with all local conditions including labor affecting the cost thereof, and having familiarized himself with material availability, Federal, State, and Local laws, ordinances, rules and regulations affecting performance of the Work, does hereby propose to furnish all labor, mechanics, superintendents, tools, material, equipment, transportation services, and all incidentals necessary to perform and complete said Work and work incidental hereto, in a workman -like manner, in conformance with said Drawings, Specifications, and other Contract Documents including Addenda issued thereto. The undersigned further certifies that he has personally inspected the actual location of where the Work is to be performed, together with the local sources of supply and that he understands the conditions under which the Work is to be performed. The successful bidder shall assume the risk of any and all costs and delays arising from the existence of any subsurface or other latent physical condition which could be reasonably anticipated by reference to documentary information provided and made available, and from inspection and examination of the site. The undersigned acknowledges that if awarded this contract on the basis of this Proposal, they will commence pre -work activities within ten (10) days, after the date specified as the "Notice to Proceed". The Bidder and Bidders Surety shall also agree to be liable for and shall make payment to the sponsor based on the following: BID FORM URS Corporation 00410 - 1 1. For each home that has not achieved "Substantial Completion" in the ten day allotted time period from the start of construction the bidder shall incur $125.00 per day in liquidated damages. 2. Of the twenty-two (22) residences in this contract each home that remains incomplete (or non- conforming) beyond the fifty (50) calendar days allotted from the start date of on -site work the bidder shall incur $1000.00 per day in liquidated damages The bid is to be broken down by the twenty-two (22) individual parcel in the contract and further separated into two (2) categories representing General Construction and HVAC. An additional pre- determined line item Allowance of $ 100,000.00 (indicated below) is to be used as a contingency for changes. Unit Prices shall be included with the bid and when ever possible are to be used as the basis for changes and subsequent proposals. They shall bear a direct relationship to the bid of the individual parcels. If any portion of the $ 100,000.00 Allowance is not used, the unused amount _ will be credited back to the Sponsor by Change Order upon completion of the contract. Parcel Name Parcel Number Street Address Description Bid in Words Bid in Figures _ 1. Bauer 70440 General $ _ 1723 Jamaica Drive HVAC $ 2. Bamgarten 70660 General $ — 1712 Jamaica Drive HVAC $ 3. Burris 70400 General $ 1724 Bahama Drive HVAC $ 4. De Viddiio 70420 General $ 3017 Airport Boulevard HVAC $ — 5. Di Salvo 71080 General $ — 1616 Trinidad Drive HVAC $ 6. Garcia 70590 General $ 3005 Airport Boulevard, HVAC $ — 7. Holmes 70720 General $ — 1627 Venetian Drive, HVAC $ BID FORM URS Corporation 00410 - 2 -- Parcel Name Parcel Number Street Address Description Bid in Words Bid in Figures 8. Jaycocks 70140 General $ 1731 Bahama Drive, HVAC $ 9. Kolb/Rispoli 70430 General $ 3013 Airport Boulevard, HVAC $ 10. Liz -Trujillo 71140 General $ 1613 Trinidad Drive HVAC $ 11. Lutz 71090 General $ 1618 Trinidad Drive HVAC $ 12. Murphy, Jr. 71100 General $ 2925 Airport Boulevard, HVAC $ 13.O'Berry 71130 General $ 1617 Trinidad Drive, HVAC $ 14. Roach 70670 General $ 1716 Jamaica Drive, HVAC $ 15. Roberts 70700 General $ 2937 Airport Boulevard, HVAC $ 16. Rodriguez 71110 General $' 2929 Airport Boulevard, HVAC $ 17. Rioseco 71150 General $ 1612 Venetian Drive, HVAC $ BID FORM URS Corporation 00410 - 3 Parcel Name Parcel Number Street Address Description Bid in Words Bid in Ficiures 18. Sands 70710 General $ 1631 Venetian Drive, HVAC $ 19. Sipos 70150 General $ 1727 Bahama Drive, HVAC $ 20. Wolford 71070 General $ 1614 Trinidad Drive, HVAC $ 21. Whiteside 70130 General $ 1735 Bahama Drive, HVAC $ 22. Wussow 70450 General $ i 1721 Jamaica Drive, HVAC $ (General and HVAC Base Bid- words) _ Dollars ($ ) Plus Allowance (contingency) (Div. 1, Section # 01250, Paragraph 1.5) One Hundred Thousand Dollars $ 100,000.00 (Total Bid. Base Bid plus Allowance - words) -- Dollars ($ ) BID FORM URS Corporation 00410 - 4 -* I acknowledge receipt of Addenda No.(s) (Check mark items below, as a reminder that they are included.) I have included the following items, which have been appropriately executed and notarized: Section Description 00430 Bid Bond 00431 Performance of Work by Subcontractors 00432 Unit Price Form 00450 Non -Collusion Affidavit 00451 Lobbying and Conflict of Interest Clause 00452 Drug -Free Workplace Form 00453 Equal Employment Opportunity Report Statement 00454 Disadvantaged Business Enterprise Assurance 00455 Certification of Non -Segregated Facilities 00456 Certification Regarding Debarment, Etc. 00457 Certification Regarding Foreign Participation 00458 Sworn Statement on Public Entity Crimes 00459 Buy American Certification NA Copies of Contractor and Subcontractor Licenses Mailing Address: Phone Number(s): Signed by: (Date) STATE OF: COUNTY OF: On this day of . in the year 2001, who is personally known to me, or who produced satisfactory identification, affixed his/her signature in the space provided above. SIGNATURE OF NOTARY PUBLIC END OF BID FORM BID FORM URS Corporation 00410 - 5 THIS PAGE INTENTIONALLY LEFT BLANK BID FORM URS Corporation 00410 - 6 Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation SECTION 00430 BID BOND v Bid Bond AIA Document A310 - Electronic Format THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AIA DOCUMENT MAY BE MADE BY USING AIA DOCUMENT D401. KNOW ALL MEN BY THESE PRESENTS, that we as Principal, hereinafter called the Principal, and (Here insert full name and address or legal title of Contractor) (Here insert full name and address or legal title of Surety) a corporation duly organized under the laws of the State of as Surety, hereinafter called the Surety, are held and firmly bound unto (Here insert full name and address or legal title of Owner) as Obligee, hereinafter called the Obligee, in the sum of 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 (Here insert full name, address and description of project) NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and 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 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 famished 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. Signed and sealed this day of 19 (Witness) (Witness) BID BOND URS Corporation 00430 - 1 (Surety) (Principal) (Seal) (Seal) (Title) AIA DOCUMENT A310 - BID BOND - AIA - FEBRUARY 1970 EDITION - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE N.W., WASHINGTON D.C. 20006-5292. Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced without violation until the date of expiration as noted below. Electronic Format A310-1970 User Document: A3IO.CON -- 6/14/2001. AIA License Number 102699, which expires on 12/7/2001 -- Page #2 BID BOND URS Corporation 00430 - 2 00431 — Performance of Work by Subcontractors Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation SECTION 00431 PERFORMANCE OF WORK BY SUBCONTRACTORS The BIDDER hereby states that he proposes, if awarded the Contract, to use the following subcontractors on this project: List below all proposed subcontractors and trade specialties. (List only one subcontractor for each item.) Items (Describe) Subcontractors Estimated Total Cost of Items that BIDDER states will be performed by Subcontractor: ($ ) Signed by: (Must be same signature as on Bid Form) (Date) END OF PERFORMANCE OF WORK BY SUBCONTRACTORS PERFORMANCE OF WORK URS Corporation 00431 - 1 BY SUBCONTRACTORS THIS PAGE INTENTIONALLY LEFT BLANK PERFORMANCE OF WORK URS Corporation 00431 - 2 BY SUBCONTRACTORS 00432 — Unit Price Form Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation �. SECTION 00432 UNIT PRICE FORM The Bidder hereby states that the amounts included in the General Construction Costs of the 22 parcels on the Bid Form included in this contract have been formulated based on the Unit Prices as described in Division 1, Section 01270 and indicated below. The bidder acknowledges that if changes occur after the award of the contract these same costs will be used as the basis for credits or debits for all proposals. Detail Description Unit Price 1. DR 1.1 EPW 2. DR 1.2 EPW 3. DR 1.3 EPM 4. DR 1.4 EPM 5. DR 4.1 EP-OS 6. DR 4.2 EP-OS 7. DR 5.1 EGLM 8. DR 5.2 EGLM 9. DR 5.4 EFRM 10. DR 6.1 ISW Ext, in -swing, wood door (wood frame condition) $ Ext, in -swing, wood door (concrete block construction) $ Ext, in -swing, metal door (wood frame condition) $ Ext, in -swing, metal door (concrete block construction) $ Ext, out -swing, metal door (wood frame condition) $ Ext, out -swing, metal door (concrete block construction) $ Ext. sliding, metal door (wood frame condition) $ Ext, sliding, metal door (concrete block construction) $ Ext, french, metal door(concrete block construction) $ Int. swinging wood door $ 11. SD 1.1 SD -SW Hurricane rated, out swing, door (wood frame construction) $ 12. SD 1.2 SD -SW Hurricane rated, out swing, door (concrete block construction) $ 13. SP 1.0 PAN 14. SP 2.0 AWN Removable storm panel Bahama / Awning shutter Unit Price Form URS Corporation 00432 - 1 Detail Description Unit Price 15. MW 1.3 MDHC Metal double hung window (wood frame construction) 16. MW 1.4 MDHC Metal double hung window (concrete block construction) 17. MW 2.3 MFIXC Metal fixed window (wood frame construction) 18. MW 2.4 MFIXC Metal fixed window (concrete block construction) 19. MW 3.3 MGLC Metal Gliding window (wood frame construction) 20. MW 3.4 MGLC Metal Gliding window (concrete block construction) 21. MW 4.0 Metal mull at two windows 22. Gen 1.6 Infill through wall A/C (wood frame construction) $ 23. Gen 1.7 Infill through wall A/C (concrete block construction) $ 24. Gen 2.0 Attic access panel $ 25. Gen 2.2 Non -reducing attic access panel $ 26. Gen 5.0 Additional layer of 5/8" gypsum at ceiling $ 27. Gen 6.0 Additional layer of 5/8" gypsum at wall $ 28. WL 8.2 Lowered window sill (wood frame construction) $ 29. WL 8.3 Lowered window sill (concrete block construction) $ 30. SW 10.0 Operable interior storm window skylight $ END OF FORM 00432 Unit Price Form URS Corporation 00432 - 2 11 00450 — Non -Collusion Affidavit Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation SECTION 00450 NON -COLLUSION AFFIDAVIT 1, according to law on my oath, and under penalty of perjury, depose and say that: 1. I am of the firm of the bidder making the Proposal for the project described in the notice for calling for bids for: Key West International Airport Noise Insulation Program — Phase 1 and that I executed the said proposal with full authority to do so; 2. the prices in this bid have been arrived at independently without collusion, consultation, communication or agreement for the purpose of restricting competition, as to any matter relating to such prices with any other bidder or with any competitor; 3. unless otherwise required by law, the prices which have been quoted in this bid have not been knowingly disclosed by the bidder and will not knowingly be disclosed by the bidder prior to bid opening, directly or indirectly, to any other bidder or to any competitor; and 4. no attempt has been made or will be made by the bidder to induce any other person, partnership or corporation to submit, or not to submit, a bid for the purpose of restricting competition; 5. the statements contained in this affidavit are true and correct, and made with full knowledge that Monroe County relies upon the truth of the statements contained in this affidavit in awarding contracts for said project. Signed by: (Must be same signature as on Bid Form) STATE OF: COUNTY OF: (Date) On this day of , in the year who is personally known to me, or who produced satisfactory identification, affixed his/her signature in the space provided above. SIGNATURE OF NOTARY PUBLIC END OF NON -COLLUSION AFFIDAVIT REPRESENTATIONS URS Corporation 00450 - 1 AND CERTIFICATIONS THIS PAGE INTENTIONALLY LEFT BLANK REPRESENTATIONS URS Corporation UU40U - Z AND CERTIFICATIONS 00451 — Lobbying and Conflict of Interest Clause Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation ETHICS CLAUSE SECTION 00451 LOBBYING AND CONFLICT OF INTEREST CLAUSE SWORN STATEMENT UNDER ORDINANCE NO. 010-1990 MONROE COUNTY, FLORIDA (Name of Business) "... 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. 010-1990 or any County officer or employee in violation of Section 3 of Ordinance No. 010-1990. For breach or violation of this provision the County may, in its discretion, terminate this contract without liability and may also, in its discretion, deduct from the contract or purchase price, or otherwise recover, the full amount of any fee, commission, percentage, gift, or consideration paid to the former County officer or employee". Signed by: (Must be same signature as on Bid Form) (Date) STATE OF: COUNTY OF: On this day of , in the year who is personally known to me, or who produced satisfactory identification, affixed his/her signature in the space provided above. SIGNATURE OF NOTARY PUBLIC END OF LOBBYING AND CONFLICT OF INTEREST CLAUSE REPRESENTATIONS URS Corporation 00451 - 1 AND CERTIFICATIONS THIS PAGE INTENTIONALLY LEFT BLANK REPRESENTATIONS URS Corporation uu45-i - Z AND CERTIFICATIONS 00452 — Drug -Free Workplace Form n IBidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation SECTION 00452 DRUG -FREE WORKPLACE FORM The undersigned vendor 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 employees about the dangers of drug abuse in the workplace, the business's policy of maintaining a drug -free workplace, any available drug counseling, rehabilitation, and employee assistance programs, and the penalties that may be impose upon employees for drug abuse violations. 3. Give each employee engaged in providing the commodities or contractual services that are under bid a copy of the statement specified in subsection (1). 4. In the statement specified in subsection (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 guilt or polo contendere to, any violation of Chapter 893 (Florida Statutes) or of any state, for a violation occurring in the workplace no later that 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, 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 the person authorized to sign the statement, I certify that this firm complies fully with the above requirements. Signed by: (Must be same signature as on Bid Form) (Date) STATE OF: COUNTY OF: On this day of , in the year who is personally known to me, or who produced satisfactory identification, affixed his/her signature in the space provided above. SIGNATURE OF NOTARY PUBLIC END OF DRUG -FREE WORKPLACE FORM REPRESENTATIONS URS Corporation 00452 - 1 AND CERTIFICATIONS THIS PAGE INTENTIONALLY LEFT BLANK REPRESENTATIONS URS Corporation 00452 - 2 AND CERTIFICATIONS 00453 — EEO Report Statement Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation SECTION 00453 EQUAL EMPLOYMENT OPPORTUNITY REPORT STATEMENT The Bidder shall complete the following statement by checking the appropriate blank spaces. Failure to complete these blanks may be grounds for rejection of Proposals. 1. The Bidder has has not developed and has on file at each establishment Affirmative Action Programs pursuant to 41 CFR 60-14 and 41 CFR 60-2. 2. The Bidder has has not participated in any previous contract or subcontract subject to the Equal Opportunity Clause prescribed by Executive Order 11246, as amended. 3. The Bidder has has not filed with the Joint Reporting Committee the annual compliance report on Standard Form 100 (EEO-1 Report). 4. The Bidder does does not employ fifty (50) or more employees. Signed by: (Must be same signature as on Bid Form) (Date) STATE OF: COUNTY OF: On this day of , in the year who is personally known to me, or who produced satisfactory identification, affixed his/her signature in the space provided above. SIGNATURE OF NOTARY PUBLIC END OF EEO REPORT STATEMENT REPRESENTATIONS URS Corporation 00453 - 1 AND CERTIFICATIONS THIS PAGE INTENTIONALLY LEFT BLANK REPRESENTATIONS URS Corporation 00453 - 2 AND CERTIFICATIONS 00454 — DBE Assurance IBidding and Contracting Requirements URS Corporation This page -intentionally left blank. Bidding and Contracting Requirements URS Corporation SECTION 00454 DISADVANTAGED BUSINESS ENTERPRISE ASSURANCE The Bidder shall complete the following statement by checking the appropriate box (check one only). Failure to complete this statement may be grounds for rejection of Bid. The Bidder assures that he shall meet the requirements of the DBE Provisions, for the Monroe County's DBE Policy and Program, and shall utilize not less than the prescribed goal of 15% DBE participation (See Page 00454-2). The Bidder is unable to assure DBE participation of the prescribed goal of 15% in this Contract, but shall provide for a minimum of percent ( %) participation. (If this box is checked, Bidder shall fill in the percentage blanks and document on a separate attachment to this Assurance, his efforts in attempting to meet the goal as instructed in "A Means to Ensure that Competitors Make Good Faith Efforts to Meet the DBE Goal" on Page 00454-2.) Signed by: (Must be same signature as on Bid Form) STATE OF: COUNTY OF: (Date) On this day of in the year who is personally known to me, or who produced satisfactory identification, affixed his/her signature in the space provided above. SIGNATURE OF NOTARY PUBLIC REPRESENTATIONS URS Corporation 00454 - 1 AND CERTIFICATIONS SECTION 00454 A MEANS TO ENSURE THAT COMPETITORS MAKE GOOD FAITH EFFORTS TO MEET THE DBE GOAL This solicitation will include a statement that the apparent successful competitor will be required to submit DBE participation information and that as a condition of receiving the contract, the competitor must meet the DBE goal or demonstrate to the Sponsor that it made good faith efforts. The actual clause to be used is: "The bidder shall make good faith efforts, as defined in Appendix A of 49 CFR Part 26, Regulations of the Office of the Secretary of Transportation, to subcontract 15 percent of the dollar value of the prime contract to small business concerns owned and controlled by socially and economically disadvantage individuals (DBE). In the event that the bidder for this solicitation qualifies as a DBE, the contract goal shall be deemed to have been met. Individuals who are rebuttably presumed to be socially and economically disadvantaged include women, Black Americans, Hispanic Americans, -- Native Americans, Asian -Pacific Americans, and Asian -Indian Americans. The apparent successful competitor will be required to submit information concerning the DBEs that will participate in the contract. If the bidder fails to achieve the contract goal stated herein, it will be required to provide documentation demonstrating that it made good faith efforts in attempting to do so. A Bid that fails to meet these requirements will be considered non -responsive." The DBE participation information will be required prior to committing the Sponsor to award the contract to the apparent successful competitor. A Bidder may not meet the requirements of the bid specification by stating that it will accomplish all work of the contract using its own employees. It, first, must demonstrate, to the Sponsor's satisfaction, that it made good faith efforts to meet the goal, and despite those efforts, was unable _ to subcontract any of the work to DBEs. REPRESENTATIONS URS Corporation 00454 - 2 AND CERTIFICATIONS SECTION 00454 REQUIRED CLAUSES FOR FAA -ASSISTED CONTRACTS The following clauses should be included in all FAA -assisted contracts (but not in leases) between the sponsor and any contractor: Policy: "It is the policy of the Department of Transportation that disadvantage business enterprises as defined in 49 CFR Part 26 shall have the maximum opportunity to participate in the performance of contracts financed in whole or in part with Federal funds under this agreement. Consequently, the DBE requirements of 49 CFR part 26 apply to this agreement." DBE Obligation: "The recipient or its contractors agrees to ensure that disadvantage business enterprises as defined in 49 CFR Part 26 have the maximum 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 the maximum 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 DOT -assisted contracts." Section 26.13(b) requires sponsors to advise each contractor and subcontractor who performs on an FAA -assisted project that failure to carryout the above requirements shall constitute a breach of contract. The following clause may be used for this purpose: "All bidders, potential contractors, or subcontractors for this DOT -assisted contract are hereby notified that failure to carry out the DOT 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." REPRESENTATIONS URS Corporation 00454 - 3 AND CERTIFICATIONS SECTION 00454 SCHEDULE OF DBE PARTICIPATION Name and Address of DBE Subcontractor Type of Work Subcontracted Dollar Value of Work Total Dollar Value of DBE Subcontracted Work $ _ Total Dollar Value of Basic Bid $ Total DBE Percentage (rounded to nearest 1/10 percent) % The undersigned will enter into a formal agreement with the DBE Subcontractors identified herein for work listed in this schedule, conditioned upon execution of a contract with the Sponsor. Signed by: (Must be same signature as on Bid Form) (Date) STATE OF: COUNTY OF: On this day of in the year who is personally known to me, or who produced satisfactory identification, affixed his/her signature in the space provided above. SIGNATURE OF NOTARY PUBLIC REPRESENTATIONS URS Corporation 00454 - 4 AND CERTIFICATIONS SECTION 00454 DBE SUBCONTRACTOR IDENTIFICATION AFFIDAVIT according to law on my oath, and under penalty of perjury, depose and say that: lam of the firm of whose address is I hereby declare and affirm that I am a Minority (MBE) or Female (WBE) Business Enterprise as defined by 49 CFR Part 26, and that I will provide information to document this fact. This firm is interested in bidding on the following categories of work being procured for the Key West International Airport Noise Insulation Program — Phase 1: This firm has current DBE / MBE / WBE certification from the following agencies: I DO SOLEMNLY DECLARE AND AFFIRM UNDER THE PENALTIES OF PERJURY THAT THE CONTENTS OF THE FOREGOING DOCUMENT ARE TRUE AND CORRECT, AND THAT I AM AUTHORIZED ON BEHALF OF THE FIRM TO MAKE THIS AFFIDAVIT. Signed by: (Date) STATE OF: COUNTY OF: On this day of . in the year who is personally known to me, or who produced satisfactory identification, affixed his/her signature in the space provided above. SIGNATURE OF NOTARY PUBLIC END OF DBE ASSURANCE REPRESENTATIONS URS Corporation 00454 - 5 AND CERTIFICATIONS THIS PAGE INTENTIONALLY LEFT BLANK REPRESENTATIONS URS Corporation 00454 - 6 AND CERTIFICATIONS P 00455 — Certification of Non -Segregated Facilities Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation SECTION 00455 CERTIFICATE OF NON -SEGREGATED FACILITIES CERTIFICATION TO BE SUBMITTED BY CONSTRUCTION CONTRACTORS AND THEIR SUBCONTRACTORS (APPLICABLE TO CONTRUCTION CONTRACTS AND RELATED SUBCONTRACTS EXCEEDING TEN THOUSAND ($10,000.00) DOLLARS (US $) WHICH ARE NOT EXEMPT FROM THE EQUAL OPPORTUNITY CLAUSE) The 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 construction contractor certifies that he will not maintain or provide, for his employees, segregated facilities at any of his establishments and that he will not permit his 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 room, 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 directives or are in fact segregated on the basis of race, color, religion, or national origin because of habit, local custom, or any other reason. The construction contractor agrees that (except where he has obtained identical certifications from proposed subcontractors for specific time periods) he will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding ten thought ($10,000.00) dollars (US) which are not exempt from the provisions of the equal opportunity clause and that he will retain such certifications in his files. Signed by: (Must be same signature as on Bid Form) (Date) STATE OF: COUNTY OF: On this day of , in the year who is personally known to me, or who produced satisfactory identification, affixed his/her signature in the space provided above. SIGNATURE OF NOTARY PUBLIC END OF CERTIFICATE OF NON -SEGREGATED FACILITIES REPRESENTATIONS AND CERTIFICATIONS 00455 - 1 THIS PAGE INTENTIONALLY LEFT BLANK REPRESENTATIONS AND CERTIFICATIONS 00455 - 2 00456 — Certification Regarding Debarment, Etc. IBidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation SECTION 00456 CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY, AND VOLUNTARY EXCLUSION — 49 CFR PART 29 (Version 1, 1/5/90) The bidder 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 with modification in all lower tier transactions, solicitations, proposals, contracts, and subcontracts. Where the bidder/ offeror/ contractor of any lower tier participant is unable to certify to this statement, it shall attach an explanation to this solicitation/proposal. Signed by: (Must be same signature as on Bid Form) (Date) STATE OF: COUNTY OF: On this day of , in the year who is personally known to me, or who produced satisfactory identification, affixed his/her signature in the space provided above. SIGNATURE OF NOTARY PUBLIC END OF CERTIFICATION REGARDING DEBARMENT, ETC. REPRESENTATIONS URS Corporation 00456 - 1 AND CERTIFICATIONS THIS PAGE. INTENTIONALLY LEFT BLANK REPRESENTATIONS URS Corporation 00456 - 2 AND CERTIFICATIONS 00457 — Certification Regarding Foreign Participation U 1 IBidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation SECTION 00457 CERTIFICATION REGARDING FOREIGN PARTICIPATION The Contractor or subcontractor, by submission of an offer and/or execution of a contract certifies that it: 1. Is not owned or controlled by one or more citizens or nationals of a foreign country included in the list of countries that discriminate against U.S. firms published by the Office of the United States Trade Representative (USTR); 2. has not knowingly entered into any contract or subcontract for this project with a contractor that is a citizen or national of a foreign country on said list, or is owned or controlled directly or indirectly by one or more citizens or nationals of a foreign country on said list; 3. has not procured any product nor subcontracted for the supply of any product for use on the project that is produced in foreign country on said list. Unless the restrictions of this clause are waived by the Secretary of Transportation in accordance with 49 CFR 30.17, no contract shall be awarded to a Contractor or subcontractor who is unable to certify to the above. If the Contractor knowingly procures or subcontracts for the supply of any product or service of a foreign country on this said list for use on the project, The Federal Aviation Administration 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. This 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 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 Federal Aviation Administration 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 State of American and the making of a false, fictitious, fraudulent certification may render the maker subject to prosecution under Title 18, United State Code, Section 1001. Signed by: (Must be same signature as on Bid Form) (Date) STATE OF: COUNTY OF: On this day of , in the year who is personally known to me, or who produced satisfactory identification, affixed his/her signature in the space provided above. SIGNATURE OF NOTARY PUBLIC END OF CERTIFICATION REGARDING FOREIGN PARTICIPATION REPRESENTATIONS URS Corporation 00457 - 1 AND CERTIFICATIONS THIS PAGE INTENTIONALLY LEFT BLANK REPRESENTATIONS URS Corporation 00457 - 2 AND CERTIFICATIONS 00458 — Sworn Statement on Public Entity Crimes Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation SECTION 00468 SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a), FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES This sworn statement is submitted to Monroe County Board of County Commissioners by for whose business address is: And (if applicable) its Federal Employer Identification Number (FEIN) is (If the entity has no FEIN, include the Social Security Number of the individual signing this sworn statement: 2. 1 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 antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. I understand that "convicted" or "conviction" as defined in Paragraph 287.133 (1)(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guild, in any federal or state trial court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, nonjury trial, or entry of a plea of guilty or nolo contendere. I 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. 5. 1 understand that a "person" as defined in Paragraph 287.133(1)(e), Florida 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 "persons" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of an entity. REPRESENTATIONS URS Corporation 00458 - 1 AND CERTIFICATIONS 6 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 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 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. 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. However, there has been a subsequent proceeding before a Hearing Officer of the State of Florida, Division of Administrative Hearing and the Final Order entered by the Hearing Officer determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list. [attach a copy of the final order] I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 1 (ONE) ABOVE IS FOR THAT PUBLIC ENTITY ONLY AND, THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED. I ALSO UNDERSTAND THAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO ENTERING INTO A CONTRACT IN EXCESS OF THE THRESHOLD AMOUNT PROVIDED IN SECTION 287.017, FLORIDA STATUTES FOR CATEGORY TWO OF ANY CHANGE IN THE INFORMATION CONTAINED IN THIS FORM. Signed by: (Must be same signature as on Bid Form) (Date) STATE OF: COUNTY OF: On this day of , in the year who is personally known to me, or who produced satisfactory identification, affixed his/her signature in the space provided above. SIGNATURE OF NOTARY PUBLIC END OF SWORN STATEMENT ON PUBLIC ENTITY CRIMES REPRESENTATIONS URS Corporation UU4bb - 2 AND CERTIFICATIONS 00459 — Buy American Certification Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation SECTION 00459 BUY AMERICAN CERTIFICATION 1. 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 (2) below. 2. The following terms apply to this clause: A. 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 sixty (60%) percent of the cost of all its components and final assembly has taken place in the United States. B. Components. As used in this clause, components means those articles, materials, and supplies incorporated directly into steel and manufactured products. C. Cost of Components. This means the costs for production of the components, exclusive of final assembly labor costs. By submitting a Bid under this solicitation, except for those items listed by the Bidder below or on a separate and clearly identified attachment to this Bid, the Bidder certifies that steel and each manufactured product, is produced in the United States (as defined in the clause 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. A list of articles, materials, and supplies excepted from this provision is attached in Section 00210 of these Contract Documents. PRODUCT Signed by: (Must be same signature as on Bid Form) (Date) STATE OF: COUNTY OF: COUNTRY OF ORIGIN On this day of . in the year who is personally known to me, or who produced satisfactory identification, affixed his/her signature in the space provided above. SIGNATURE OF NOTARY PUBLIC END OF BUY AMERICAN CERTIFICATION REPRESENTATIONS URS Corporation 00459 - 1 AND CERTIFICATIONS THIS PAGE INTENTIONALLY LEFT BLANK REPRESENTATIONS URS Corporation 00459 - 2 AND CERTIFICATIONS 00500 — Agreement Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation f`� SECTION 00500 AGREEMENT MONROE COUNTY -CONTRACTOR NOISE INSULATION CONTRACT Key West International Airport Noise Insulation Program This Monroe County -Contractor Noise Insulation Contract ("the Contract") is made and entered into by and between the undersigned contractor ("the Contractor"), and Monroe County ("the Sponsor"). CONTRACTOR ADDRESS PHONE FAX # CITY STATE ZIP CODE MAILING ADDRESS (if different than actual location) RECITALS: 1. The Sponsor is the operator of Key West International Airport ("the Airport") and administers the Noise Insulation Program. 2. The Sponsor and certain homeowners (hereinafter referred to as "the Homeowner") have previously entered into the Noise Insulation Program Agreement(s) and the Homeowner - Contractor Noise Insulation Contract(s) which described certain obligations to be performed by the Sponsor and the Homeowner as part of the Noise Insulation Program. The Noise Insulation Program Agreement(s) and the Homeowner -Contractor Noise Insulation Contract(s) are attached hereto and made a part of this Agreement 3. The parties hereto desire to enter into this Contract for the modification of the Homeowner's Premises in accordance with the Noise Insulation Program Agreement(s), the Homeowner - Contractor Noise Insulation Contract(s) and the Noise Insulation Program. 4. The Contractor has been approved by the Sponsor for work in this program and has agreed to maintain all insurance and bond requirements for performance of the work contained herein. 5. The Contractor has been selected to perform the Statement of Work attached hereto. AGREEMENT URS Corporation 00500 - 1 MONROE COUNTY -CONTRACTOR NOISE INSULATION CONTRACT 6. Nothing in this Contract shall be construed to create any relationship between the Sponsor, its officers, representatives, employees, agents or consultants, and the Contractor, other than that of independent contractors. AGREEMENT: NOW, THEREFORE, for and in consideration of the Premises and mutual covenants set forth herein, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: The original of this contract with the required attachments and the plans and specifications shall remain on file at the offices of the Airport. The required attachments shall include at a minimum: Construction Bond. Contractor's Proposal. Plans and Specifications. Noise Insulation Program Agreement(s) with all Exhibits. Homeowner -Contractor Noise Insulation Contract(s) with all Exhibits Insurance requirements. Disadvantaged Business enterprise requirements. and such other and further attachments as may be mutually agreed, all of which are incorporated herein by reference as if copied verbatim. In the event of any conflict between the provisions of this contract and the provisions of any attachment(s), the more restrictive on the Contractor shall apply. 2. The Contractor agrees to commence and complete the project, furnish and pay for all materials, supplies, tools, equipment, labor, and other services required to complete the Work, and do and perform all the Work required to complete the project, all in strict and complete compliance with the terms and conditions of this and the other contract documents for the Project, all of which are deemed a part hereof as fully and completely as if set out and copied verbatim herein. 3. The Contractor agrees to use all of those acceptable mechanical, electrical. Plumbing trades and/or other subcontractors set forth in his proposal and only them, in the construction of the Project unless a substitution or deletion is first approved by the Sponsor and to certify to the Sponsor when said subcontractors receive each period payment. 4. The Work to be performed under this Contract shall commence within ten (10) calendar days after written Notice -to -Proceed is issued by the Sponsor. Actual construction work shall not commence before January 1, 2002, and all work, including punch list items, must be totally complete within fifty (50) calendar days ("the "Completion Date"). The specified time AGREEMENT URS Corporation 00500 - 2 MONROE COUNTY -CONTRACTOR NOISE INSULATION CONTRACT intervals shall be computed from the day the Work commences or ten calendar days after the Notice -to -Proceed is issued, whichever comes first. The Sponsor and the Contractor agree that the damages which would be incurred by the Sponsor in the event of delay of the Project would be substantial but are not capable of being precisely calculated as of the execution of this Contract. The Sponsor and the Contractor therefore agree based upon their professional knowledge and experience with projects of this type and their best estimates of the damage associated with delay of the Project that the Contractor (and his surety) shall be liable for and shall forfeit One Hundred Twenty -Five Dollars ($125.00) from the Contract Sum for each particular property included in the Project as defined in the Monroe County -Contractor Noise Insulation Contract, for each calendar day (Sundays and Holidays included) after the ten (10) day timeframe allocated to reach Substantial Completion for each particular property, and shall forfeit One Thousand Dollars ($1,000.00) from the Contract Sum for each calendar day (Sundays and Holidays included) after the Completion Date that any part of the Work upon any property remains incomplete, herein stipulated as fixed, agreed, as liquidated damages, and not as a penalty. All Work which does not conform to the requirements of this Contract, plans, and specifications will be considered unacceptable, unless otherwise determined acceptable by the Sponsor. 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. Work done contrary to the instructions of the Sponsor, Work done beyond the lines shown on the plans or as given, except as herein specified, Work done in an unacceptable manner or any extra Work done with authority, will be considered as unauthorized and will not be paid for under the provisions of this 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 Sponsor made under the provision of this subsection, the Sponsor will have the authority to cause unacceptable Work to be remedied or removed and replaced and unauthorized Work to be removed and to deduct the costs incurred from any monies due or to become due the Contractor. 5. By execution of this Contract, Contractor represents that it has visited the Premises and familiarized itself with all conditions under which the Work is to be performed. Contractor has further satisfied itself that the Statement of Work fully indicates the extent and requirements of all Work to be performed hereunder. If, after commencement of the Work, Contractor discovers that modifications to the Statement of Work are required as a result of conditions at the premises that were not reasonably discoverable prior to commencement of the Work, Contractor shall immediately initiate the change order procedure described in paragraph 16, below. AGREEMENT URS Corporation 00500 - 3 MONROE COUNTY -CONTRACTOR NOISE INSULATION CONTRACT 6. Contractor shall be solely responsible for all construction means, methods, techniques, sequences, and procedures, and for performing, scheduling and coordinating all portions of the Work in a proper manner and in strict compliance with all applicable codes, rules, regulations and laws. 7. Contractor warrants to Sponsor that all materials and equipment incorporated in the Work will be new unless otherwise specified, and that all Work will be of good quality, free from faults and defects, and in strict conformity with the Statement of Work. All work no so conforming to these standards may be considered defective, and may be rejected. Any defective or unauthorized work or materials shall be immediately remedied, removed, replaced or disposed of at Contractor's expense. 8. To ensure compliance with the Statement of Work, the Homeowner has agreed that all Work done and materials furnished shall be subject to inspection by a Sponsor representative. Work done or materials used without this inspection may be ordered removed and replaced at the Contractor's expense. 9. The Contractor shall be responsible for the acts and omissions of all its agents and employees and all its subcontractors, suppliers, their agents and employees, and all other persons performing any of the Work for the Contractor. 10. The Contractor shall be responsible for safety precautions and programs in conjunction with _ the Work. It shall comply with all applicable codes, rules, regulations, laws, and orders of any public authority having jurisdiction over the safety of persons or property. 11. (a) The Sponsor agrees to pay the Contractor for said Work the total sum of ($ ) dollars and pursuant to the terms and conditions of this and the other Contract documents. Incremental payments shall be made for the Work on each property included as the percentage of completion of the Work on each such property is judged satisfactorily — completed with the project milestones and in accordance with this and the other Contract documents. (b) No payments under this Contract will be made except upon compliance with paragraphs 8a-d of the individual Homeowner -Contractor Noise Insulation Contracts. The Contractor shall submit an Application and Certificate for Payment complying with paragraphs 8a-d of Homeowner -Contractor Noise Insulation Contracts as to each particular property included in the Project. This procedure incorporated in the Homeowner -Contractor Noise Insulation Contracts is as follows: (1) When the Contractor determines that the Work is completed, the Contractor will request that the Sponsor make an inspection of the Work. The homeowners have consented to such inspection. If the Sponsor determines that the Work is in compliance with the Statement of Work, and the Homeowner accepts the Work and signs the Certificate of Final Inspection, the Sponsor will issue payment of the Contract Sum plus Sponsor -approved Allowance Changes and Change Orders less retainage. (2) If the Homeowner determines that the Work is not in compliance with the Statement of Work, the Homeowner shall provide the Architect and the Sponsor with a list of items which are requested to be completed by the Contractor in order for the work to be AGREEMENT URS Corporation 00500 - 4 MONROE COUNTY -CONTRACTOR NOISE INSULATION CONTRACT accepted. The Architect and the Sponsor shall review such list and notify the Contractor of the items approved by the Sponsor which must be completed. (3) Upon completion of the items required under paragraph 11 b. above, the Homeowner shall sign the Certificate of Final Inspection to signify they accept the Work. The Sponsor reserves the right to make final determination of acceptability of the Contractor's Work. If the Sponsor determines Contractor has put forth a reasonable and normally expected effort to correct the list of discrepancies and the Architect, certifies the Work to be acceptable and complete, the Sponsor will issue payment in the amount of the Contract Sum, less previous payments, plus the Sponsor -approved Allowance Changes and Change Orders less retainage. (4) No final payment shall be made to the Contractor pursuant to paragraph 11, until: (1) A Certificate of Final Inspection has been signed by the Homeowner, or in the absence of the Homeowner, signed by the Sponsor's Representative; (2) Contractor provides a Final Contractor's Affidavit and Final Release of Liens; and (3) Proof of cancellation of the "Notice of Contract" by the Clerk is obtained by the Contractor and submitted to the Sponsor. 12. The Contractor shall at all times keep the work site free from accumulation of waste materials or rubbish caused by its operations, and it shall clean any glass surfaces and shall leave the work site "broom clean" upon completion of the Work. 13. The Contractor shall comply with and, in all its subcontractor agreements, require that each such subcontractor will comply with and be bound by this Contract. 14. It is the intent of the Homeowner to occupy the Premises throughout the construction period. The Contractor shall conduct its business in such a way as to create as little impact as possible to Homeowner. 15. In addition to the Contractor's obligations to correct all deficient work appearing during the course of performing this Contract, the Contractor shall remedy all defects due to faulty materials, equipment, or workmanship which appear within a period of one (1) year from the date of completion of the Work under this Agreement, or within such longer period of time as may .be prescribed by law. Further, the Contractor agrees to assign directly to the Homeowner any warranties or guaranties furnished or supplied by manufacturers of materials or equipment installed in the Premises. 16. (a) If the Contractor determines that the Work must be modified from the Statement of Work, the Contractor shall promptly notify the Sponsor and the Architect in writing. The Contractor shall not proceed until directed by the Sponsor. (b) The Contractor and the Sponsor agree that the following procedures will be followed: (1) The Sponsor may delete any Work set forth in the Statement of Work by a Contract Change Order, Construction Change Directive, or Construction Field Directive, signed by the Sponsor and delivered to the Contractor, if such Work required additional work to be performed, the cost of which is excessive as determined by the Sponsor, or if the Sponsor, or its contractors, encounter asbestos or other situations AGREEMENT URS Corporation 00500 - 5 MONROE COUNTY -CONTRACTOR NOISE INSULATION CONTRACT which may pose a health concern. The Homeowner will be notified of any changes in writing. (2) The Contractor acknowledges and agrees that any Contract Change Order, Construction Change Directive, or Construction Field Directive requesting additional work as a result of conditions at the premises that were not reasonably discoverable _ prior to commencement of the Work will not be approved by the Sponsor and may be the responsibility of the Homeowner. In such event, the Homeowner must remedy such conditions prior to the completion of the Contract, or the Sponsor will terminate the Homeowner's participation in the Noise Insulation Program. The Homeowner may re-enter the Noise Insulation Program after correction of any such conditions so long as the Program is ongoing. If the Homeowner's participation in the Noise Insulation Program is terminated by the Sponsor on this basis, the Sponsor shall pay the Contractor that portion of the Contract Sum earned prior to the Homeowner's termination. 17. (a) To the maximum extent permitted by law, the Contractor shall protect, defend, indemnify and hold the Homeowner, the Consultant (including but not limited to the Architect), and the Sponsor, and their officers and employees completely harmless from and against any and _ all liabilities, demands suits, claims, losses, fines or judgments arising by reason of the injury or death of any person or damage to any property, including all reasonable costs for investigation and defense thereof (including but not limited to attorney fees, court costs, and _ expert fees), of any nature whatsoever arising out of or incident to this Contract or the Contractor's performance under this Contract or the acts or omissions of the Contractor's officers, employees, agents, contractors, subcontractors, licensees or invitees regardless of where the injury, death or damage may occur, unless such injury, death or damage is caused by the sole negligence of the Sponsor or the Homeowner and regardless of whether or not the Contractor is or can be named a party in any litigation. The Sponsor or the Consultant shall give the Contractor reasonable notice of any such claims or actions. The provisions of this section shall survive the expiration or earlier termination of this Contract. (b) The indemnification obligation of subparagraph 17.(a) above shall not be limited in any way by compensation benefits payable by or for the Contractor, under applicable workers, or workman's compensation benefit or disability laws. The Contractor expressly waives any immunity the Contractor might have had under such laws, and, by agreeing to enter into this Contract, acknowledges that the foregoing waiver has been mutually negotiated by the parties. 18. The Contractor shall pay all attorneys' fees and expenses incurred by the Homeowner or the Sponsor in establishing and enforcing the Homeowner's and/or the Sponsor's rights under this Contract, whether or not suit is instituted. 19. The. Contractor agrees to maintain comprehensive public liability and comprehensive property damage insurance, on an occurrence basis, amounts of not less than the following: BODILY INJURY & PROPERTY DAMAGE $ 1,000,000 Combined Single Limit WORKMAN'S COMPENSATION Statutory AGREEMENT URS Corporation 00500 - 6 MONROE COUNTY -CONTRACTOR NOISE INSULATION CONTRACT EMPLOYERS LIABILITY $ 500,000 Each Accident $ 500,000 Policy Limit $ 500,000 Each Employee PRODUCTS LIABILITY & COMPLETED OPERATIONS $ 1,000,000 Each Accident FIRE & EXTENDED COVERAGE An amount equal to 100% of the value of the improvements (facility). Fleet insurance, or such other types of coverage, may be acceptable; however, the minimum shall be $1,000,000 combined single limit. The following shall be named as additional insured under all policies of insurance (except Workman's Compensation): 1. Monroe County 2. The Homeowner The Contractor agrees that all insurance policies shall contain a severability of interest or cross -liability provision endorsement which shall read generally as follows: In the event of one of the assured incurring liability to any other of the assured, this policy shall cover the assured against whom claim is or may be made in the same manner as if separate policies had been issued to each assured. Nothing contained herein shall operate to increase the limits of liability. The Contractor agrees that all insurance policies shall provide that they will not be altered or canceled without thirty (30) days advance written notice to the Homeowner and the Sponsor. Such insurance must provide that it will be considered primary insurance as respects any other valid and collectible insurance, or self -insured retention, or deductible the Sponsor may possess. Any other insurance or self -insured retention of the Sponsor shall be considered excess insurance only. The Sponsor shall have the right to change the insurance coverage and the insurance limits required of the Contractor, without any cost to the Sponsor, if such changes are recommended or imposed by the Sponsor's insurers. The Contractor shall obtain all insurance required from an insurance company or companies licensed to do business in the State of Florida. The insurance company must be acceptable to the Sponsor. Approval may be denied a company based in its Best rating or other indication of financial inadequacy. The Contractor shall provide to the Sponsor such evidence of compliance with the Sponsor's insurance requirements as the Sponsor may from time to time request. At a minimum, the Contractor shall provide, at the commencement of the Contract a Certificate of Insurance. All such certificates shall be completed to show compliance with the Contractor's obligations hereunder, specifically as to the indemnification and notice provisions. The Sponsor may also require copies of the declaration page, insurance policy, and endorsements thereto. AGREEMENT URS Corporation 00500 - 7 MONROE COUNTY -CONTRACTOR NOISE INSULATION CONTRACT If the Contractor or its insurance company fails to promptly respond to the Sponsor's request for adequate evidence of compliance with the insurance provisions, the Sponsor may, in addition to all its other remedies, charge the Contractor an amount equal to ten percent (10%) of the compensation required hereunder until such evidence is provided. If the Contractor shall at any time fail to insure or keep insured as aforesaid, the Sponsor may do all things necessary to effect or maintain such insurance and all monies expended by it for that purpose shall be repayable by the Contractor in the month the premium or premiums are paid by the Sponsor. If any insurance policies required hereunder cannot be obtained for any reason, the Sponsor may require the Contractor to cease any and all operations until coverage is obtained. If such insurance coverage is not obtained within a reasonable period of time, to be determined solely by the Sponsor, the Sponsor may terminate this Contract. 20. If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents or fails to perform any provision of the Contract, the Sponsor may, after seven (7) days' written notice to the Contractor and the Homeowner, and without prejudice to any other remedy it may have, make good such deficiencies and may terminate the Contract and take possession of the site and of all materials and may finish the work by whatever method it may deem expedient. 21. If, in the Homeowner's opinion, the Work is unsatisfactory or the Contractor is damaging the Premises during the course of the Work, the Homeowner may, upon written notice to the Sponsor, suspend the Work, in whole or in part, for a period of up to fourteen (14) consecutive calendar days. 22. The Contractor shall at all times comply with all federal, state, and local laws, ordinances and regulations which apply to the Work to be performed under this Contract. Such compliance shall include, but is not limited to, the payment of all applicable taxes, royalties, license fees, penalties, and duties. NOTICE: All Home Improvement Contractors must be licensed by the State of Florida. Any inquiries about a Contractor should be transmitted to the State Office of the Contractor's Licensing Board. 23. This Contract shall be construed in accordance with and be governed by the laws of Florida. 24. The Contractor assures that, to the extent applicable, it will undertake an affirmative action program as required by 14 Code of Federal Regulations Part 152, Subpart E, to insure that no person shall on the grounds of race, creed, color, national origin, handicap or sex be excluded from participating in or receiving the services or benefits of any program or activity covered by said subpart. The Contractor assures that it will require that its covered sub - organizations provide assurances to the Contractor that they similarly will undertake affirmative action programs and that they will require assurances from their sub- organizationG, as required by 14 Code Federal Regulations Part 152, Subpart E, to the same effect. Further, the Contractor shall comply with the regulations relative to the 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 AGREEMENT URS Corporation - 00500 - 8 _ MONROE COUNTY -CONTRACTOR NOISE INSULATION CONTRACT (hereinafter referred to as the "Regulations"), which are herein incorporated by reference and made a part of this Contract. (a) The Contractor, with regard to the Work Performed by it during the term of this Contract, shall not discriminate on the ground of age, sex, race, creed, color, handicap, or national origin in the selection and retention of subcontractors, including procurement 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. (b) In all solicitations either by competitive bidding or negotiation by the Contractor for Work to be performed under a subcontract, including procurement of materials and leases of equipment, each potential subcontractor or supplier shall be notified by the Contractor of the Contractor's obligations under this Contract and the Regulations relative to nondiscrimination on the grounds of age, sex, race, creed, color, handicap, or national origin. (c) The Contractor shall provide all information and reports required by the Regulations or directive 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 Federal Aviation Administration 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 Federal Aviation Administration, as appropriate, and shall set forth what efforts it has made to obtain the information. (d) 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 Federal Aviation Administration may determine to be appropriate, including but not limited to: (i) Withholding of payments to the Contractor under this Contract until the Contractor complies and/or (ii) Cancellation, termination, or suspension of this Contract, in whole or in part. (e) In the carrying out of the Contract Work, the Contractor shall not discriminate against any employee or applicant for employment because of race, creed, color, sex, age, handicap, or national origin. The Contractor shall take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, creed, color, sex, age handicap, or national origin. Such action shall include, but not be limited to the following: employment, upgrading, demotion, or transfer, recruitment 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 government setting forth the provisions of this nondiscrimination clause. The Contractor shall, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants shall receive consideration for employment without regard to race, creed, color, sex, age, handicap or national origin. The Contractor shall incorporate foregoing requirements of this paragraph in all subcontracts for services covered by this Contract. AGREEMENT URS Corporation 00500 - 9 MONROE COUNTY -CONTRACTOR NOISE INSULATION CONTRACT (f) The Contractor shall include the provisions of this Section in every subcontract, including procurement of materials and leases of equipment, unless exempted 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 Federal Aviation Administration may direct as a means of enforcing such provisions including sanctions noncompliance. 25. It is the policy of the Department of Transportation and the Sponsor that disadvantaged business enterprises as defined in 49 CFR Part 23 shall have the maximum opportunity to participate in the performance of contracts financed in whole or in part with Federal funds under this Contract. Consequently, the DBE requirements of 49 CFR Part 23 apply to this Contract. The Contractor agrees to ensure that disadvantaged business enterprises as defined in 49 CFR Part 23 have the maximum opportunity to participate in the performance of contracts and subcontracts financed in whole or in part with Federal funds provided under this contract. In this regard, Contract shall take all necessary and reasonable steps in accordance with 49 CFR Part 23 to ensure that disadvantaged business enterprises have the maximum opportunity to compete for and perform contracts. Contractor shall not discriminate on the basis of race, color, national origin or sex, in the award of DOT assisted — contracts. For the purposes of this Contract, the Contractor shall in the review of proposals for Work to be performed seek to meet the Sponsor's goal of a minimum of 15% of the work to be awarded to qualified DBE firms on the Noise Insulation Program. The calculation of percentage of Disadvantaged Business Enterprise participation shall be as a percentage of the total dollar amount of all contracts awarded to complete the Noise Insulation Program. 26. Conflicts of Interest: Neither the contracting party (parties), or its employees nor any member of their family or organization, shall have any direct or indirect interest, financial or otherwise, in the business of any individual, entity or corporation involved in this project, directly or indirectly involving the Airport. The undersigned warrants that they (or it) presently have no interest which would conflict in any manner with nay of the contractual responsibilities under this Agreement. The contracting party (parties) certifies that they (or it) have not employed or retained any company, firm or person, other than bona fide employees working solely for them to provide the necessary labor, management and material to perform the work under this Contract; that no payment has been paid or agreed to be paid to any company, firm or person other than bona fide employees working solely for the undersigned and no fee, commission, percentage, gifts or any other consideration is to be paid contingent upon or resulting from the award or making of the Agreement. For breach or violation of this warranty, the Airport shall have the right to annul this Agreement without liability. 27. The Contractor agrees to commence the Work within ten (10) calendar days after written Notice -to -Proceed is issued by the Sponsor. Actual construction work shall not commence before January 1, 2002, and all work on all Premises, including punch list items, must be totally complete within fifty (50) days ("the "Completion Date") unless extended in writing by the Sponsor or the Sponsor's Representative, due to circumstances beyond the reasonable control of the Contractor. Work on each individual Premises shall reach substantial AGREEMENT URS Corporation 00500 - 10 MONROE COUNTY -CONTRACTOR NOISE INSULATION CONTRACT completion within ten (10) working days of the commencement date for that individual Premises. 28. The Sponsor may terminate the Homeowner's participation in the Noise Insulation Program upon delivery of written notice to the Homeowner if (a) the Homeowner fails or refuses to correct conditions at the premises pursuant to paragraph 16b(2) above; (b) the Homeowner fails to abide by any of the terms or conditions of the Noise Insulation Program Agreement, and Homeowner -Contractor Noise Insulation Contract (collectively, the "Noise Insulation Program Documents"); or (c) the Homeowner is unreasonable, uncooperative or fails to exercise good faith in the performance of the Noise Insulation Program Documents. If the Sponsor terminates a Homeowner, they will pay the Contractor that portion of the contract sum for the individual Homeowner earned prior to termination. 29. The Contractor makes oath he has complied with all the provisions of the applicable Contractor's Licensing Act of the State of Florida. The Contractor's Florida License Number is , and its expiration date is IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the latest date set forth below. Date: Date: CONTRACTOR: Florida State Contractor's License „3 Address: MONROE COUNTY: in Its: AGREEMENT URS Corporation 00500 - 11 MONROE COUNTY -CONTRACTOR NOISE INSULATION CONTRACT THIS PAGE INTENTIONALLY LEFT BLANK AGREEMENT URS Corporation 00500 - 12 00540 — Attachments to Agreement Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation SECTION 00540 ATTACHMENTS TO AGREEMENT HOMEOWNER -CONTRACTOR NOISE INSULATION CONTRACT Key West International Airport Noise Insulation Program This Homeowner -Contractor Noise Insulation Contract ("the Contract") is made and entered into by and between the undersigned homeowner ("the Homeowner"), the undersigned contractor ("the Contractor"), and Monroe County ("the Sponsor"). ,HOMEOWNER WORK # ADDRESS HOME # CITY STATE ZIP CODE MAP & PARCEL NUMBER SUBDIVISION MAILING ADDRESS CONTRACTOR PHONE ADDRESS FAX # CITY STATE ZIP CODE MAILING ADDRESS (if different than actual location) RECITALS: 1. The Homeowner has legal fee simple title to real property and improvements described above (the "Premises"). 2. The Sponsor is the operator of Key West International Airport ("the Airport") and administers the Noise Insulation Program. 3. The Homeowner and the Sponsor have previously entered into the Noise Insulation Program Agreement which described certain obligations to be performed by the Sponsor and the Homeowner as part of the Noise Insulation Program. ATTACHMENTS TO AGREEMENT URS Corporation 00540 - 1 HOMEOWNER -CONTRACTOR NOISE INSULATION CONTRACT 4. The parties hereto desire to enter into this Contract for the modification of the Homeowner's Premises in accordance with the Noise Insulation Program Agreement and the Noise Insulation Program. 5. The Contractor has been approved by the Sponsor for work in this program and has agreed to maintain all insurance and bond requirements for performance of the work contained herein. 6. The Contractor has been selected to perform the Statement of Work attached hereto. AGREEMENT: NOW, THEREFORE, for and in consideration of the Premises and mutual covenants set forth herein, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: In consideration of the amount of Dollars ($ 1 (the "Contract Sum"), the Contractor shall perform or cause to be performed, all work described in the Statement of Work (attached hereto) for the noise insulation of the Premises, and shall furnish or cause to be furnished all labor, materials, machinery, tools, equipment and services necessary ("the Work"). 2. By execution of this Contract, the Contractor represents that it has visited the Premises and familiarized itself with all conditions under which the Work is to be performed. The Contractor has further satisfied itself that the Statement of Work fully indicates the extent and requirements of all Work to be performed hereunder. If, after commencement of the Work, the Contractor discovers that modifications to the Statement of Work are required as a result of conditions at the Premises that were not reasonably discoverable prior to commencement of the Work, the Contractor shall — immediately notify the Architect. 3. The Contractor shall be solely responsible for all construction means, methods, techniques, sequences, and procedures, and for performing, scheduling and coordinating all portions of the Work in a proper manner and in strict compliance with all applicable codes, rules regulations and laws. In addition, the Contractor shall comply with all requirements of the Florida Construction Lien Law. 4. The Contractor warrants to the Sponsor that all materials and equipment incorporated in the Work will be new unless otherwise specified, and that all Work will be of good quality, free _ from faults and defects, and in strict conformity with the Statement of Work. All work not so conforming to these standards may be considered defective, and may be rejected. Any defective or unauthorized work or materials shall be immediately remedied, removed, replaced or disposed of at the Contractor's expense. 5. To ensure compliance with the Statement of Work, the Homeowner has agreed that all Work done and materials furnished shall be subject to inspection by a Monroe County ATTACHMENTS TO AGREEMENT URS Corporation 00540 - 2 HOMEOWNER -CONTRACTOR NOISE INSULATION CONTRACT representative. Work done or materials used without this inspection may be ordered removed and replaced at the Contractor's expense. 6. The Contractor shall be responsible for the acts and omissions of all its agents and employees and all its subcontractors, suppliers, their agents and employees, and all other persons performing any of the Work for the Contractor. 7. The Contractor shall be responsible for safety precautions and programs in conjunction with the Work. It shall comply with all applicable codes, rules, regulations, laws, and orders of any public authority having jurisdiction over the safety of persons or property. 8. (a) When the Contractor determines that the Work is completed, the Contractor will request that the Sponsor make an inspection of the Work. The Homeowner hereby consents to such inspection. If the Sponsor determines that the Work is in compliance with the Statement of Work, and the Homeowner accepts the Work and signs the Certificate of Final Inspection, the Sponsor will issue payment of the Contract Sum plus Sponsor -approved Allowance Changes and Change Orders less retainage. (b) If the Homeowner determines that the Work is not in compliance with the Statement of Work, the Homeowner shall provide the Architect and the Sponsor with a list of items which are requested to be completed by the Contractor in order for the work to be accepted. The Architect and the Sponsor shall review such list and notify the Contractor of the items approved by the Sponsor which must be completed. (c) Upon completion of the items required under paragraph 8.(b) above, the Homeowner shall sign the Certificate of Final Inspection to signify it accepts the Work. The Sponsor reserves the right to make final determination of acceptability of the Contractor's Work. If the Sponsor determines Contractor has put forth a reasonable and normally expected effort to correct the list of discrepancies and the Architect, certifies the Work to be acceptable and complete, the Sponsor will issue payment in the amount of the Contract Sum, less previous payments, plus the Sponsor -approved Allowance Changes and Change Orders less retainage. (d) No final payment shall be made to the Contractor pursuant to paragraph 8, until: (1) A Certificate of Final Inspection has been signed by the Homeowner, or in the absence of the Homeowner, signed by the Sponsor's Representative; (2) Contractor provides a Final Contractor's Affidavit and Final Release of Liens; and (3) Proof of cancellation of the "Notice of Contract by the Clerk is obtained by the Contractor and submitted to the Sponsor. 9. The Contractor shall at all times keep the work site free from accumulation of waste materials or rubbish caused by its operations, and it shall clean any glass surfaces and shall leave the work site "broom clean" upon completion of the Work. 10. The Contractor shall comply with and, in all its subcontractor agreements, require that each such subcontractor will comply with and be bound by this Contract. 11. It is the intent of the Homeowner to occupy the Premises throughout the construction period. The Contractor shall conduct its business in such a way as to create as little impact as possible to the Homeowner. ATTACHMENTS TO AGREEMENT URS Corporation 00540 - 3 HOMEOWNER -CONTRACTOR NOISE INSULATION CONTRACT 12. (a) In addition to the Contractor's obligations to correct all deficient work appearing during the course of performing this Contract, the Contractor shall remedy all defects due to faulty materials, equipment, or workmanship which appear within a period of one (1) year from the date of completion of the Work under this Agreement, or within such longer period of time as may be prescribed by law. Further, the Contractor agrees to assign directly to the Homeowner any warranties or guaranties furnished or supplied by manufacturers of materials or equipment installed in the Premises. (b) The Sponsor makes no warranties and disclaims any responsibility or liability for the ry manner or quality of any work undertaken or materials supplied in connection with the Noise Insulation Program. The Homeowner acknowledges that the Work may be considered a capital improvement of the Premises under local real estate assessment and taxing policies; and, therefore, may result in increased property taxes on the Premises. The Sponsor shall not be responsible for any increase in property taxes, utility or other costs as a result of the measures undertaken as part of the Noise Insulation Program; nor shall the Sponsor be obligated to maintain any equipment, materials or supplies utilized in the modification of the Premises. The Homeowner acknowledges that these maintenance, tax, utility or other costs are the Homeowner's responsibility. --. 13. (a) If the Contractor determines that the Work must be modified from the Statement of Work, the Contractor shall promptly notify the Sponsor and the Architect in writing. The Contractor shall not proceed until directed by the Sponsor. (b) The Homeowner, the Contractor and the Sponsor agree that the following procedures will be followed: (1) The Sponsor may delete any Work set forth in the Statement of Work by a Contract Change Order, Construction Change Directive, or Construction Field Directive, signed by the Sponsor and delivered to the Contractor, if such Work required additional work to be performed, the cost of which is excessive as determined by the Sponsor, or if the Sponsor, or its contractors, encounter asbestos or other situations which may pose a health concern. The Homeowner will be notified of any changes in writing. (2) The Contractor acknowledges and agrees that any Contract Change Order, Construction Change Directive, or Construction Field Directive requesting additional work as a result of conditions at the premises that were not reasonably discoverable prior to commencement of the Work will not be approved by the Sponsor and may be the responsibility of the Homeowner. In such event, the Homeowner must remedy such conditions prior to the completion of the Contract or the Sponsor will terminate the Homeowner's participation in the Noise Insulation Program pursuant to paragraph 24 below. The Homeowner may re-enter the Noise Insulation Program after correction of any such conditions so long as the Program is ongoing. If the Homeowner's participation in the Noise Insulation Program is terminated by the Sponsor on this basis, the Sponsor shall pay the Contractor that portion of the Contract Sum earned prior to the Homeowner's termination. ATTACHMENTS TO AGREEMENT URS Corporation 00540 - 4 HOMEOWNER -CONTRACTOR NOISE INSULATION CONTRACT (c) The Contractor and the Homeowner may by separate written agreement consent to optional work being performed, which optional work shall not be part of this Contract. However, the Sponsor reserves the right to require the Homeowner and the Contractor to defer any such optional work which shall affect the noise insulation Work until after completion of all modifications proposed to the Premises. 14. (a) To the maximum extent permitted by law, the Contractor shall protect, defend, indemnify and hold the Homeowner, the Consultant (including but not limited to the Architect), and the Sponsor, and their officers and employees completely harmless from and against any and all liabilities, demands suits, claims, losses, fines or judgments arising by reason of the injury or death of any person or damage to any property, including all reasonable costs for investigation and defense thereof (including but not limited to attorney fees, court costs, and expert fees), of any nature whatsoever arising out of or incident to this Contract or the Contractor's performance under this Contract or the acts or omissions of the Contractor's officers, employees, agents, contractors, subcontractors, licensees or invitees regardless of where the injury, death or damage may occur, unless such injury, death or damage is caused by the sole negligence of the Sponsor or the Homeowner and regardless of whether or not the Contractor is or can be named a party in any litigation. The Sponsor or the Consultant shall give the Contractor reasonable notice of any such claims or actions. The provisions of this section shall survive the expiration or earlier termination of this Contract. (b) The indemnification obligation of subparagraph 14.(a) above shall not be limited in any way by compensation benefits payable by or for the Contractor, under applicable workers, or workman's compensation benefit or disability laws. The Contractor expressly waives any immunity the Contractor might have had under such laws, and, by agreeing to enter into this Contract, acknowledges that the foregoing waiver has been mutually negotiated by the parties. 15. The Contractor shall pay all attorneys' fees and expenses incurred by the Homeowner or the Sponsor in establishing and enforcing the Homeowner's and/or the Sponsor's rights under this Contract, whether or not suit is instituted. 16. The Contractor agrees to maintain comprehensive public liability and comprehensive property damage insurance, on an occurrence basis, amounts of not less than the following: BODILY INJURY & PROPERTY DAMAGE $ 1,000,000 Combined Single Limit WORKMAN'S COMPENSATION EMPLOYERS LIABILITY Statutory $ 500,000 Each Accident $ 500,000 Policy Limit $ 500,000 Each Employee PRODUCTS LIABILITY & COMPLETED OPERATIONS $ 1,000,000 Each Accident FIRE & EXTENDED COVERAGE An amount equal to 100% of the value of the improvements (facility). ATTACHMENTS TO AGREEMENT URS Corporation 00540 - 5 HOMEOWNER -CONTRACTOR NOISE INSULATION CONTRACT Fleet insurance, or such other types of coverage, may be acceptable; however, the minimum shall be $1,000,000 combined single limit. The following shall be named as additional insured under all policies of insurance (except Workman's Compensation): 1. Monroe County 2. The Homeowner The Contractor agrees that all insurance policies shall contain a severability of interest or cross -liability provision endorsement which shall read generally as follows: In the event of one of the assured incurring liability to any other of the assured, this policy shall cover the assured against whom claim is or may be made in the same manner as if separate policies had been issued to each assured. Nothing contained herein shall operate to increase the limits of liability. The Contractor agrees that all insurance policies shall provide that they will not be altered or canceled without thirty (30) days advance written notice to the Homeowner and the Sponsor. Such insurance must provide that it will be considered primary insurance as respects any other valid and collectible insurance, or self -insured retention, or deductible the Sponsor may possess. Any other insurance or self -insured retention of the Sponsor shall be considered excess insurance only. The Sponsor shall have the right to change the insurance coverage and the insurance limits required of the Contractor, without any cost to the Sponsor, if such changes are — recommended or imposed by the Sponsor's insurers. The Contractor shall obtain all insurance required from an insurance company or companies licensed to do business in the State of Florida. The insurance company must be acceptable to the Sponsor. Approval may be denied a company based in its Best rating or other indication of financial inadequacy. The Contractor shall provide to the Sponsor such evidence of compliance with the Sponsor's insurance requirements as the Sponsor may from time to time request. At a minimum, the Contractor shall provide, at the commencement of the Contract a Certificate of Insurance. All such certificates shall be completed to show compliance with the Contractor's obligations hereunder, specifically as to the indemnification and notice provisions. The Sponsor may also require copies of the declaration page, insurance policy, and endorsements thereto. If the Contractor or its insurance company fails to promptly respond to the Sponsor's request — for adequate evidence of compliance with the insurance provisions, the Sponsor may, in addition to all its other remedies, charge the Contractor an amount equal to ten percent (10%) of the compensation required hereunder until such evidence is provided. — If the Contractor shall at any time fail to insure or keep insured as aforesaid, the Sponsor may do all things necessary to effect or maintain such insurance and all monies expended by it for that purpose shall be repayable by the Contractor in the month the premium or premiums are paid by the Sponsor. If any insurance policies required hereunder cannot be ATTACHMENTS TO AGREEMENT URS Corporation 00540 - 6 HOMEOWNER -CONTRACTOR NOISE INSULATION CONTRACT obtained for any reason, the Sponsor may require the Contractor to cease any and all operations until coverage is obtained. If such insurance coverage is not obtained within a reasonable period of time, to be determined solely by the Sponsor, the Sponsor may terminate this Contract. 17. If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents or fails to perform any provision of the Contract, the Sponsor may, after seven (7) days' written notice to the Contractor and the Homeowner, and without prejudice to any other remedy it may have, make good such deficiencies and may terminate the Contract and take possession of the site and of all materials and may finish the work by whatever method it may deem expedient. 18. If, in the Homeowner's opinion, the Work is unsatisfactory or the Contractor is damaging the Premises during the course of the Work, the Homeowner may, upon written notice to the Sponsor, suspend the Work, in whole or in part, for a period of up to fourteen (14) consecutive calendar days. 19. The Contractor shall at all times comply with all federal, state, and local laws, ordinances and regulations which apply to the Work to be performed under this Contract. Such compliance shall include, but is not limited to, the payment of all applicable taxes, royalties, license fees, penalties, and duties. NOTICE: All Home Improvement Contractors must be licensed by the State of Florida. Any inquiries about a Contractor should be transmitted to the State Office of the Contractor's Licensing Board. 20. This Contract shall be construed in accordance with and be governed by the laws of Florida. 21. The Contractor assures that, to the extent applicable, it will undertake an affirmative action program as required by 14 Code of Federal Regulations Part 152, Subpart E, to insure that no person shall on the grounds of race, creed, color, national origin, handicap or sex be excluded from participating in or receiving the services or benefits of any program or activity covered by said subpart. The Contractor assures that it will require that its covered sub - organizations provide assurances to the Contractor that they similarly will undertake affirmative action programs and that they will require assurances from their sub - organizations, as required by 14 Code Federal Regulations Part 152, Subpart E, to the same effect. 22. Conflicts of Interest: Neither the contracting party (parties), or its employees nor any member of their family or organization, shall have any direct or indirect interest, financial or otherwise, in the business of any individual, entity or corporation involved in this project, directly or indirectly involving the Airport. The undersigned warrants that they (or it) presently have no interest which would conflict in any manner with nay of the contractual responsibilities under this Agreement. The contracting party (parties) certifies that they (or it) have not employed or retained any company, firm or person, other than bona fide employees working solely for them to provide the necessary labor, management and material to perform the work under this Contract; that no payment has been paid or agreed to be paid to any company, firm or person other than bona fide employees working solely for the undersigned and no fee, commission, percentage, gifts or any other consideration is to be paid contingent upon or resulting from the award or making of the Agreement. For ATTACHMENTS TO AGREEMENT URS Corporation 00540 - 7 HOMEOWNER -CONTRACTOR NOISE INSULATION CONTRACT breach or violation of this warranty, the Airport shall have the right to annul this Agreement without liability. 23. The Contractor agrees to commence the Work within ten (10) calendar days after written Notice -to -Proceed is issued by the Sponsor. Actual construction work shall not commence before January 1, 2002, and all work on all Premises, including punch list items, must be totally complete within fifty (50) days ("the "Completion Date") unless extended in writing by the Sponsor or the Sponsor's Representative, due to circumstances beyond the reasonable control of the Contractor. Work on each individual Premises shall reach substantial completion within ten (10) working days of the commencement date for that individual — Premises. 24. The Homeowner acknowledges and agrees that the Homeowner may not withdraw from the Noise Insulation Program after this Contract is fully executed, without the prior written consent of the Contractor and the Sponsor. In the event the Contractor and the Sponsor allow the Homeowner to withdraw from the Noise Insulation Program, the Homeowner agrees to pay costs of construction previously incurred, plus any additional costs of withdrawal, including but not limited to, the costs of the Concept Packet (as defined in the Noise Insulation Program Agreement), Statement of Work, and solicitation of bids. The Sponsor may terminate the Homeowner's participation in the Noise Insulation Program upon delivery of written notice to the Homeowner if (a) the Homeowner fails or refuses to correct conditions at the premises pursuant to paragraph 13b(2) above; (b) the Homeowner fails to abide by any of the terms or conditions of the Noise Insulation Program Agreement, and Homeowner -Contractor Noise Insulation Contract, (collectively, the "Noise Insulation Program Documents"); or (c) the Homeowner is unreasonable, uncooperative or fails to exercise good faith in the performance of the Noise Insulation Program Documents. 25. The Contractor agrees to seek payment only from the Sponsor — not the Homeowner — for the construction services and/or materials furnished under this contract, and further agrees not to cause, suffer or permit any mechanics' or materialmen's lien or other lien for construction services and materials to be filed against the Homeowner's property (real, personal, or intangible) based on any claim or demand arising out of the construction services and/or materials furnished pursuant to this contract, and agrees to indemnify and hold harmless the Homeowner if any such liens are filed against the Homeowner's property. ATTACHMENTS TO AGREEMENT URS Corporation 00540 - 8 HOMEOWNER -CONTRACTOR NOISE INSULATION CONTRACT IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the latest date set forth below. *NOTICE TO HOMEOWNER: DO NOT SIGN THIS CONTRACT IF BLANK. YOU ARE ENTITLED TO A COPY OF THE CONTRACT AT THE TIME YOU SIGN.* Date: Date: Date: HOMEOWNER: CONTRACTOR: Florida State Contractor's License Address: MONROE COUNTY: - Its: *Homeowner: The purpose of this notice is to ensure that the blanks contained on pages 1, 2, 4, 5, and 7 of this Contract have been filled in when you sign. The purpose of this notice is not to require the Contractor to sign before you do. ATTACHMENTS TO AGREEMENT URS Corporation 00540 - 9 HOMEOWNER -CONTRACTOR NOISE INSULATION CONTRACT THIS PAGE INTENTIONALLY LEFT BLANK ATTACHMENTS TO AGREEMENT URS Corporation 00540 - 10 00614 — Public Construction Bond Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation SECTION 00614 PUBLIC CONSTRUCTION BOND BY THIS BOND, We and as Principal a corporation, as Surety, are bound to the Monroe County Board of County Commissioners, herein called Sponsor, in the sum of $ for payment of which we bind ourselves, or heirs, personal representatives, successors, and assigns, jointly and severally. THE CONDITION OF THIS BOND is that if Principal: 1. Performs the contract dated 1 2001, between Principal and Sponsor for construction of Key West International Airport Noise Insulation Program — Phase 1, 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 payment 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 and; 3. Pays Sponsor all losses, damages, including damages for delay, expenses, costs, and attorney's fees, including appellate proceedings, that Sponsor sustains because of a default by Principal under the contract; and 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 changes in or under the contract documents and compliance with any formalities connected with the contract or the changes does not affect Surety's obligation under this bond. DATED ON 2001. BY: (NAME OF PRINCIPAL) (AS ATTORNEY -IN -FACT) (NAME OF SURETY) PUBLIC CONSTRUCTION BOND URS Corporation 00614-1 THIS PAGE INTENTIONALLY LEFT BLANK PUBLIC CONSTRUCTION BOND URS Corporation 00614-2 00615 — Payment Bond Bidding and Contracting Requirements URS Corporation This page- intentionally left blank. 2 Bidding and Contracting Requirements URS Corporation , SECTION 00615 PAYMENT BOND BY THIS BOND, We, , as Principal, whose principal business address is , as Contractor under the Contract dated 120 , between Principal and Monroe County Board of Commissioners for the construction of Key West International Airport Noise Insulation Program — Phase 1, AIP No. 3-12-0037-1601 (hereinafter referred to as "Contract") the terms of which Contract are incorporated by reference in its entirety into this Bond and , a corporation, whose principal business address is as Surety, are bound to Monroe County Board of Commissioners (hereinafter referred to as "Sponsor") in the sum of (U.S. Dollars) , 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. Promptly makes payments to all claimants, as defined in Section 255.05(1), Florida Statues, 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 2. Pays Sponsor all losses, damages, expenses, costs and attorney's fees, including appellate proceedings, that Sponsor sustains because of a failure by Principal to make such payments; then this Bond is void; otherwise it remains n full force. A claimant shall have a right of action against the Principal and the Surety for the amount due it. Such action shall not involve the Sponsor in any expense. A claimant, except a laborer, who is not in privity with the principal and who has not received payment for its labor, materials, or supplies shall, within 45 days after beginning to furnish labor, materials, or supplies for the prosecution of the work, furnish the Principal with a notice that it intends to look to the Bond for protection. A claimant who is not in privity with the Principal and who has not received payment for its labor, materials, or supplies shall, within 90 days after performance of the labor or after complete delivery of the materials or supplies, deliver to the Principal and to the Surety written notice of the performance of the labor or delivery of the materials or supplies and of the nonpayment. PAYMENT BOND URS Corporation 00615-1 No action for labor, materials, or supplies may be instituted against the Principal or the Surety unless both notices have been given. No action shall be instituted against the principal or the Surety of the Bond after one(1) year from the performance of the labor or completion of delivery of the materials or supplies. A claimant may not waive in advance its right to bring an action under the Bond against the Surety. 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. IN WITNESS WHEREOF, the above bounden parties have caused this Bond to be executed by their appropriate officials as of the day of 20 COUNTERSIGNED BY RESIDENT FLORIDA AGENT OF SURETY: Legal representative of the Monroe County Board of Commissioners (CONTRACTOR) (CONTRACTOR NAME) BY OR JOINT VENTURE) (SEAL) SURETY: BY (CORPORATE SEAL) (Power of Attorney must be attached) PAYMENT BOND URS Corporation. 00615-2 n Bidding and Contracting Requirements 00616 — Performance Bond URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation SECTION 00616 PERFORMANCE BOND BY THIS BOND, We, principal business address is , as Principal, whose as Contractor under the Contract dated 120 , between Principal and Monroe County Board of Commissioners for the construction of Key West International Airport Noise Insulation Program — Phase 1, AIP No. 3-12-0037-1601 (hereinafter referred to as "Contract") the terms of which Contract are incorporated by reference in its entirety into this Bond and a corporation, whose principal business address is as Surety, are bound to Commissioners (hereinafter referred to as "Sponsor") in the sum of Monroe County Board of (U.S. Dollars) , 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 all the work under the Contract, including but not limited to guarantees, warranties and the curing of latent defects, said Contract being made a part of this Bond by reference, and in the times and in the manner prescribed in the Contract, including any an all damages for delay; and 2. Pays Sponsor all losses, damages, including damages for delay, expenses, costs and attorney's fees, including appellate proceedings, that Sponsor sustains because of a default by Principal under the Contract, including but not limited to a failure to honor all guarantees and warranties or to cure latent defects in its work or materials within the time period provided in Section 95.11(3)(c), Florida Statutes; and 3. Performs the guarantee of all work and materials furnished under the Contract for the time specified in the Contract, including all warranties and curing al latent defects within the time period provided in Section 95.11(3)(c), Florida Statutes: then this Bond is void; otherwise it remains in full force. Surety specifically assumes liability for any and all delay damages arising from Principal's default of the Contract, as well as all latent defects uncovered in the work of the Principal after final acceptance for the work by the Sponsor. Any changes in or under the Contract documents and compliance with any formalities connected with the Contract or the changes does not affect Surety's obligation under this Bond. PERFORMANCE BOND URS Corporation 00616-1 This Bond shall remain in full force and effect for such period or periods of time after the date of acceptance by the Sponsor of the Contract work as are provided for in the Contract by which Principal guarantees to repair or replace any or all work performed or materials and equipment furnished, which were not performed or furnished according to the terms of the Contract. If no specific periods of warranty are stated in the Contract for any particular item or work, material or equipment, the warranty shall be deemed to be a period of one (1) year from the date of final acceptance by the Sponsor; provided however, that this limitation does not apply to suits seeking damages for latent defects in materials or workmanship, such actions being subject to the limitations found in Section 95.11(3)(c), Florida Statutes. IN WITNESS WHEREOF, the above bounden parties have caused this Bond to be executed by their appropriate officials as of the day of 120 (CONTRACTOR) (CONTRACTOR NAME) BY OR JOINT VENTURE) COUNTERSIGNED BY RESIDENT FLORIDA AGENT OF SURETY: Legal representative of the Monroe County Board of Commissioners BY SURETY: (SEAL) (CORPORATE SEAL) (Power of Attorney must be attached) PERFORMANCE BOND URS Corporation 00616-2 a a Y_ ei O a �_ D a 00700 — General Conditions Bidding and Contracting Requirements URS Corporation This page intentionally left blank. P Bidding and Contracting Requirements URS Corporation ,. SECTION 00700 GENERAL CONDITIONS ARTICLE 1 GENERAL PROVISIONS 1.1 BASIC DEFINITIONS 1.1.1 THE CONTRACT DOCUMENTS The Contract Documents consist of: .1 The Project Manual containing the Bidding Documents, Bonds, Affidavits, Compliance Forms, Statements, Insurance Requirements and Documents, the Agreement between Owner and Contractor (herein referred to as the Agreement), Conditions of the Contract (AIA General Conditions), General Requirements and other Requirements, Reports, Permits and Specifications. .2 The Drawings. .3 All addenda issued prior to, and all Modifications issued after, execution of the Contract. A Modification is (1) a written amendment to the Contract signed by both parties, (2) a Change Order, (3) a Construction Change Directive or (4) a written order for a minor change in the Work issued by the Architect. 1.1.2 THE CONTRACT The Contract Documents form the Contract for Construction. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. The Parties shall not be bound by or be liable for any statement, representation, promise, inducement or understanding of any kind or nature not set forth herein. No changes, amendments or modifications of any of the terms or conditions of the Contract shall be valid unless reduced to writing and signed by both parties. The Contract may be amended or modified only by a Modification. Except as provided in Paragraph 3.18, nothing contained in the Contract Documents shall be construed to create any contractual relationship (1) between the Architect and the Contractor, (2) between the Owner or the Architect and a Subcontractor or Sub -Subcontractor, (3) between the Owner and the Architect, or (4) between any persons or entities other than the Owner and the Contractor. This Contract shall be construed in accordance with the laws of the State of Florida. In any action initiated by one party against the other, venue shall lie in Monroe County, Florida. The Architect shall, however, be entitled to performance and enforcement of obligations under the Contract intended to facilitate performance of the Architect's duties. 1 The Contractor shall not assign, transfer, convey or otherwise dispose of the Contracts or its right, title or interest in it without previous consent of the Owner which consent will not be unreasonably withheld. Owner's consent to any assignment shall not relieve the Contractor of any of its agreements, responsibilities, or obligations under this Contract, and the Contractor shall be and remain as fully responsible and liable for the defaults, acts, and omissions of Contractor's assignees and subcontractors arising in connection with the performance of this Contract. GENERAL CONDITIONS URS Corporation 00700 - 1 .2 Subject to the limitations upon assignment and transfer herein contained, this Contract shall be binding upon and inure to the benefit of the parties hereto, their respective successors and assigns. 1.1.3 THE WORK The term ' Work" means the construction required by the Contract Documents, including all labor necessary to produce such construction, and all materials and equipment incorporated or to be incorporated therein. The Work may constitute the whole or a part of the Project. 1.1.4 THE PROJECT The Project is the total construction of which the Work performed under the Contract Documents may be the whole or a part and which may include construction by the Owner or by separate contractors. 1.1.5 THE DRAWINGS The Drawings are the graphic and pictorial portions of the Contract Documents, wherever located and whenever issued, showing the design, location and dimensions of the Work, generally including plans, elevations, sections, details, schedules and diagrams. 1.1.6 THE SPECIFICATIONS The Specifications are that portion of the Contract Documents consisting of the written requirements for materials, equipment, construction systems, standards and workmanship for the Work, and performance of related services. 1.1.7 THE PROJECT MANUAL The Project Manual is the volume usually assembled for the Work which may include the bidding requirements, sample forms, Conditions of the Contract and Specifications. 1.2 EXECUTION, CORRELATION AND INTENT 1.2.1 The Contract Documents shall be signed in not less than triplicate by the Owner and Contractor as provided in the Agreement. A copy or the signed set shall be deposited with the Architect. If either the Owner or Contractor or both do not sign all the Contract Documents, the Architect shall identify such unsigned Documents upon request. 1.2.2 Execution of the Contract by the Contractor is a representation that the Contractor has visited the site, become familiar with local conditions under which the Work is to be performed and correlated personal observations with requirements of the _ Contract Documents. 1.2.3 The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by GENERAL CONDITIONS URS Corporation 00700 - 2 all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the intended results. 1.2.4 Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade. The Contractor and all Subcontractors shall refer to all of the Drawings, including those showing primarily the Work of the mechanical, electrical and other specialized trades, and to all of the Sections of the Specifications, and shall perform all Work reasonably inferable therefrom as being necessary to produce the indicated results. 1.2.5 Unless otherwise stated in the Contract Documents, words which have well-known technical or construction industry meanings are used in the Contract Documents in accordance with such recognized meanings. 1.2.6 If Work is required by the Drawings and Specifications in a manner which makes it impossible to produce first class Work, or should discrepancies appear among the Contract Documents, the Contractor shall request an interpretation before proceeding with the Work. If the Contractor fails to make such a request, no excuse will thereafter be entertained for failure to carry out the Work in a satisfactory manner. Should conflict occur in or between the Drawings and Specifications, the Contractor is deemed to have estimated the more expensive way of doing the Work unless Contractor shall have asked for and obtained a written decision before submission of Contractor's Bid as to which method or materials will be required. 1.2.7 All Work mentioned or indicated in the Contract Documents shall be performed by the Contractor as part of this Contract unless it is specifically indicated in the Contract Documents that such construction is to be performed by others. In the event of any conflict(s) among the Contract Documents, the precedences in resolving such conflict(s) shall be as follows: General Requirements shall govern over General Conditions. .2 General Condition shall govern over Specifications. .3 Specifications shall govern over Drawings. .4 Schedules shall govern over Drawings. .5 Large -Scale Details shall govern over smaller scale Drawings. .6 Greater quantities shall govern over lesser. .7 Higher quality, as adjudged by the Architect, governs over lesser. Although the above precedences are in numerical order, they shall NOT be construed to mean the order of precedence, only as specifically stated. All precedences shall equally apply. 1.2.8 All indications or notations which apply to one of a number of similar situations, materials or processes shall be deemed to apply to all such situations, materials or processes wherever they appear in the Work, except where a contrary result is clearly indicated by the Contract Documents. GENERAL CONDITIONS URS Corporation 00700 - 3 1.2.9 Where codes, standards, requirements and publications of public and private bodies are referred to in the Specifications, references shall be understood to be the latest edition, including all amendments thereto, in effect on the date of receiving bids, except where otherwise indicated. 1.2.10 Where no explicit quality or standards for materials or workmanship are established for Work, such Work is to be of good quality for the intended use and consistent with the quality of the surrounding Work and of the construction of the Project generally. 1.2.11 All manufactured articles, materials, and equipment shall be applied, installed, connected, erected, started -up, tested, cleaned, and conditioned in accordance with the manufacturer's written or printed directions and instructions unless otherwise indicated in the Contract Documents. 1.2.12 Where the Work is to fit with existing conditions or construction to be performed by others, the Contractor shall fully and completely join the Work with such conditions or construction, unless otherwise specified. 1.3 OWNERSHIP AND USE OF ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS 1.3.1 The Drawings, Specifications and other documents prepared by the Architect are instruments of the Architect's service through which the Work to be executed by the Contractor is described. The Contractor may retain one contract record set. Neither the Contractor nor any Subcontractor, Sub -subcontractor or material or equipment supplier shall own or claim a copyright in the Drawings, Specifications and other documents prepared by the Architect, and unless otherwise indicated the Architect shall be deemed the author of them and will retain all common law, statutory and other reserved rights, in addition to the copyright. All copies of them, except the Contractor's record set, shall be returned or suitably accounted for to the Architect, on request, upon completion of the Work. The Drawings, Specifications and other documents prepared by the Architect, and copies thereof furnished to the Contractor, are for use solely with respect to this Project. They are not to be used by the Contractor or any Subcontractor, Sub -subcontractor or material or equipment supplier on other projects or for additions to this Project outside the scope of the Work without the specific written consent of the Owner and Architect. The Contractor, Subcontractors, Sub - subcontractors and material or equipment suppliers are granted a limited license to use and reproduce applicable portions of the Drawings, Specifications and other documents prepared by the Architect appropriate to and for use in the execution of their Work under the Contract Documents. All copies made under this license shall bear the statutory copyright notice, if any, shown _ on the Drawings, Specifications and other documents prepared by the Architect. Submittal or distribution to meet official regulatory requirements or for other purposes in connection with this Project is not to be construed as publication in derogation of the Architect's copyright or other reserved rights. — 1.4 CAPITALIZATION 1.4.1 Terms capitalized in these General Conditions include those which are (1) specifically defined, (2) the titles of numbered articles and identified references to Paragraphs. Subparagraphs and Clauses in the document or (3) the titles of other documents published by the American Institute of Architects. GENERAL CONDITIONS URS Corporation 00700 - 4 1.5 INTERPRETATION 1.5.1 In the interest of brevity the Contract Documents frequently omit modifying words such as "all" and "any" and articles such as "the" and "an," but the fact that a modifier or an article is absent from one statement and appears in another is not intended to affect the interpretation of either statement. ARTICLE 2 OWNER 2.1 DEFINITION 2.1.1 The Owner is the person or entity identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. The term "Owner" shall mean the Monroe County Board of County Commissioners or its authorized representative. 2.2 INFORMATION AND SERVICES REQUIRED OF THE OWNER 2.2.1 The Owner shall furnish surveys describing physical characteristics, legal limitations and utility locations for the site of the Project, and a legal description of the site. 2.2.2 Except for permits and fees which are the responsibility of the Contractor under the Contract Documents, the Owner shall secure and pay for necessary approvals, easements, assessments and charges required for construction, use or occupancy of permanent structures or for permanent changes in existing facilities. 2.2.3 Information or services required of the Owner hereunder shall be furnished by the Owner with reasonable promptness after receipt from the Contractor of a written request for such information or services. 2.2.4 Unless otherwise provided in the Contract Documents, the Contractor will be furnished, free of charge, such copies of . Drawings and Project Manuals as are reasonably necessary for execution of the Work. 2.2.5 The foregoing are in addition to other duties and responsibilities of the Owner enumerated herein and especially those in respect to Article 6 (Construction by Owner or by Separate Contractors), Article 9 (Payments and Completion) and Article 11 (Insurance and Bonds). 2.3 OWNER'S RIGHT TO STOP THE WORK 2.3.1 If the Contractor fails to correct Work which is not in accordance with the requirements of the Contract Documents as required by Paragraph 12.2 or persistently fails to carry out Work in accordance with the Contract Documents, the Owner, the Architect, or other authorized representatives by written order signed personally may order the Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, the right of the Owner to stop the Work shall not give rise to a duty on the part of the Owner to exercise this right for the benefit of the Contractor or any other person or entity, except to the extent required by Subparagraph 6.1.3. GENERAL CONDITIONS URS Corporation 00700 - 5 2.4 OWNER'S RIGHT TO CARRY OUT THE WORK 2.4.1 If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within a seven- day period after receipt of written notice from the Owner to begin and prosecute correction of such default or neglect with diligence and promptness, the Owner may, without prejudice to other remedies the Owner may have, correct such deficiencies. In such case an appropriate Change Order shall be issued deducting from payments then or thereafter due the Contractor the cost of correcting such deficiencies, including compensation for the Architect's additional services and expenses made necessary by such default, neglect or failure. If payments then or thereafter due the Contractor are not sufficient to cover such amounts, the Contractor shall pay the difference to the Owner. ARTICLE 3 CONTRACTOR 3.1 DEFINITION 3.1.1 The Contractor is the person or entity identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. The term "Contractor" means the Contractor or the Contractor's authorized representative. 3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR 3.2.1 Prior to starting the Work, and at frequent intervals during the process thereof, the Contractor shall carefully "study and compare the Contract Documents with each other and with the information furnished by the Owner pursuant to Paragraph 2.2.1 and shall at once report to the Architect, any error, inconsistency or omission the Contractor may discover. Any — necessary change shall be ordered as provided in Article 7, subject to the requirements of Paragraph 1.2 and other provisions of the Contract Documents. If the Contractor proceeds with the Work without such notice to the Architect, having discovered such errors, inconsistencies or omissions, or if by reasonable study of the Contract Documents, the Contractor could have discovered such, the Contractor shall bear all costs arising therefrom. 3.2.2 The Contractor shall take field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other information known to the Contractor with the Contract Documents before commencing activities. Errors, inconsistencies or omissions discovered shall be reported to the Architect at once. 3.2.3 The Contractor shall perform the Work in accordance with the Contract Documents and submittals approved pursuant to Paragraph 3.12. 3.2.4 The Contractor shall give the Architect timely notice of all additional Drawings, Specifications, or instructions required to define the Work in greater detail, or to permit the proper progress of the Work. 3.2.5 The Contractor shall not proceed with any Work not clearly and consistently defined in detail in the Contract Documents, but shall request additional drawings or instructions from the Architect as provided in Subparagraph 3.2.4. If the Contractor _ proceeds with such Work without obtaining further Drawings, Specifications or instructions, the Contractor shall correct Work incorrectly done at the Contractor's own expense. GENERAL CONDITIONS URS Corporation 00700 - 6 3.3 SUPERVISION AND CONSTRUCTION PROCEDURES 3.3.1 The Contractor shall supervise and direct the Work using the Contractor's best skill and attention. The Contractor shall be solely responsible for and have control over construction means, methods, techniques, sequences and procedures and for coordinating all portions of the Work under the Contract, unless Contract Documents give other specific instructions concerning these matters. 3.3.2 The Contractor shall be responsible to the Owner for the acts and omissions of all entities or persons performing or supplying the Work under this Contract. 3.3.3 The Contractor shall not be relieved of obligations to performing the Work in accordance with the Contract Documents either by activities or duties of the Architect in the Architect's administration of the Contract, or by tests, inspections or approvals required or performed by persons other than the Contractor. 3.3.4 The Contractor shall be responsible for inspection of portions of Work already performed under this Contract to determine that such portions are in proper condition to receive subsequent Work. 3.3.5 All Work by the Contractor shall be performed in a workmanlike manner, satisfactory to the Architect. The Contractor shall provide adequate supervision and inspections to assure competent performance of the Work. 3.4 LABOR AND MATERIALS 3.4.1 Unless otherwise provided in the Contract Documents, the Contractor shall provide and pay for labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for proper execution and completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. The word "provide" shall mean furnish and install complete, including connections, unless otherwise specified. 3.4.2. The Contractor shall enforce strict discipline and good order among the Contractor's employees and other persons carrying out the Contract. The Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them. 3.5 WARRANTY 3.5.1 The Contractor warrants that the materials and equipment furnished under the Contract will be new and of recent manufacture unless otherwise specified, and that all Work will be of good quality, free from faults and defects, and in conformance with the Contract Documents. Work not conforming to these requirements, including substitutions not properly approved and authorized, may be considered defective. 3.5.2 The Contractor shall be responsible for determining that all materials furnished for the Work meet all requirements of the Contract Documents. The Architect may require the Contractor to produce reasonable evidence that a material meets such requirements, such as certified reports of past tests by qualified testing laboratories, reports of studies by qualified experts, or GENERAL CONDITIONS URS Corporation 00700 - 7 other evidence, which, in the opinion of the Architect, would lead to a reasonable certainty that any material used, or proposed to be used in the Work meets the requirements of the Contract Documents. All such data shall be furnished at the Contractor's expense. This provision shall not require the Contractor to pay for periodic testing of different batches of the same material, unless such testing is specifically required by the Contract Documents to be performed at the Contractor's expense. 3.5.3 The warranty provided in this Paragraph 3.5 shall be in addition to and not in limitation of any other warranty required by the Contract Documents or otherwise prescribed by Law. 3.5.4 The Contractor shall procure and deliver to the Architect, no later than the date claimed by the Contractor as the Date of Substantial Completion, all special warranties required by the Contract Documents. Delivery by the Contractor shall constitute the Contractor's guarantee to the Owner that the warranty will be performed in accordance with its terms and conditions. Refer to Section 01781 - Close -Out Procedures for additional requirements. 3.5.5 All defective Work appearing within one (1) year of the Date of Final Completion and Acceptance of the whole Work shall be promptly corrected by the Contractor at the Contractor's own cost. 3.5.6 The warranties set out herein are not in lieu of any other warranties, expressed or implied, including any implied warranty of merchantability or fitness for a particular purpose. 3.6 TAXES 3.6.1 The Contractor shall pay sales, consumer, use and similar taxes for the Work or portions thereof provided by the Contractor which are legally enacted when bids are received or negotiations concluded, whether or not yet effective or merely scheduled to go into effect. 3.7 PERMITS, FEES AND NOTICES 3.7.1 Unless otherwise provided in the Contract Documents, the Contractor shall secure and pay for the building permit and other _ permits and governmental fees, licenses and inspections necessary for proper execution and completion of the Work which are customarily secured after execution of the Contract and which are legally required when bids are received or negotiations concluded. - 3.7.2 The Contractor shall comply with and give notices required by laws, ordinances, rules, regulations and lawful orders of public authorities bearing on performance of the Work. 3.7.3 It is not the Contractor's responsibility to ascertain that the Contract Documents are in accordance with applicable laws, statutes, ordinances, building codes, and rules and regulations. However, if the Contractor observes that portions of the Contract Documents are at variance therewith, the Contractor shall promptly notify the Architect and Owner in writing, and necessary changes shall be accomplished by appropriate Modification. — GENERAL CONDITIONS URS Corporation 00700 - 8 3.7.4 If the Contractor performs Work knowing it to be contrary to laws, statutes, ordinances, building codes, and rules and regulations without such notice to the Architect and Owner, the Contractor shall assume full responsibility for such Work and shall bear the attributable costs. 3.8 ALLOWANCES 3.8.1 The Contractor shall include in the Contract Sum all allowances stated in the Contract Documents. Items covered by allowances shall be supplied for such amounts and by such persons or entities as the Owner may direct, but the Contractor shall not be required to employ persons or entities against which the Contractor makes reasonable objection. 3.8.2 Unless otherwise provided in the Contract Documents: .1 materials and equipment under an allowance shall be selected promptly by the Owner to avoid delay in the Work; .2 allowances shall cover the cost to the Contractor of materials and equipment delivered at the site and all required taxes, less applicable trade discounts; .3 Contractor's costs for unloading and handling at the site, labor, installation costs, overhead, profit and other expenses contemplated for stated allowance amounts shall be included in the Contract Sum and not in the allowances; .4 whenever costs are more than or less than allowances, the Contract Sum shall be adjusted accordingly by Change Order. The amount of the Change Order shall reflect (1) the difference between actual costs and the allowances under Clause 3.8.2.2 and (2) changes in Contractor's costs under Clause 3.8.2.3. 3.9 SUPERINTENDENT 3.9.1 The Contractor shall employ a competent superintendent, reasonably acceptable to the Owner, and necessary assistants who shall be in attendance at the Project Site full time during the progress of the Work until the Date of Substantial Completion, and for such additional time thereafter as the Architect may determine to be necessary for the expeditious completion of the Work. The Contractor shall remove the superintendent if requested to do so in writing by the Owner, and shall promptly replace the superintendent with a competent person reasonably acceptable to the Owner. Important communications shall be confirmed in writing. Other communications shall be similarly confirmed on written request in each case. 3.10 CONTRACTOR'S CONSTRUCTION SCHEDULES 3.10.1 The Contractor shall submit Preliminary and Construction Schedules in accordance with requirements specified under Section 01320 — Construction Progress Documentation. The schedule shall not exceed time limits current under the Contract Documents, shall be revised at appropriate intervals as required by the conditions of the Work and Project, shall be related to the entire Project to the extent required by the Contract Documents, and shall provide for expeditious and practicable execution of the Work. 3.10.2 The Contractor shall prepare and keep current, for the Architect's approval, a schedule of submittals which is coordinated with the Contractor's construction schedule and allows the Architect reasonable time to review submittals. GENERAL CONDITIONS URS Corporation 00700 - 9 3.10.3 The Contractor shall conform to the most recent schedules. 3.11 DOCUMENTS AND SAMPLES AT THE SITE 3.11.1 The Contractor shall maintain at the site for the Owner one record copy of the Drawings, Specifications, addenda, Change Orders and other Modifications, in good order and marked currently to record changes and selections made during construction, and in addition approved Shop Drawings, Product Data, Samples and similar required submittals. These shall be available to the Architect and shall be delivered to the Architect for submittal to the Owner upon completion of the Work. 3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 3.12.1 Shop Drawings are drawings, diagrams, schedules and other data specially prepared for the Work by the Contractor or a Subcontractor, Sub -subcontractor, manufacturer, supplier or distributor to illustrate some portion of the Work. 3.12.2 Product Data are illustrations, standard schedules, performance charts, instructions, brochures, diagrams and other information furnished by the Contractor to illustrate materials or equipment for some portion of the Work. 3.12.3 Samples are physical examples which illustrate materials, equipment or workmanship and establish standards by which the Work will be judged. 3.12.4 Shop Drawings, Product Data, Samples and similar submittals are not Contract Documents. The purpose of their submittal is to demonstrate for those portions of the Work for which submittals are required the way the Contractor proposes to conform to the — information given and the design concept expressed in the Contract Documents. Review by the Architect is subject to the limitations of Subparagraph 4.2.7. 3.12.5 The Contractor shall review, approve and submit to the Architect Shop Drawings, Product Data, Samples and similar submittals required by the Contract Documents with reasonable promptness and in such sequence as to cause no delay in the Work or in the activities of the Owner or of separate contractors. Submittals made by the Contractor which are not required by the Contract Documents may be returned without action. 3.12.6 The Contractor shall perform no portion of the Work requiring submittal and review of Shop Drawings, Product Data, Samples or similar submittals until the respective submittal has been approved by the Architect. Such Work shall be in accordance with approved submittals. 3.12.7 By approving and submitting Shop Drawings, Product Data, Samples, and similar submittals, the Contractor thereby represents that the Contractor has determined and verified all dimensions, quantities, field dimensions, relations to existing work, coordination with work to be installed later, coordination with information on previously accepted Shop Drawings, Product Data, Samples, or similar submittals and verification of compliance with all the requirements of the Contract Documents. The accuracy of all such information is the responsibility of the Contractor. in reviewing Shop Drawings, Product Data, Samples, and similar submittals, the Architect shall be entitled to rely upon the Contractor's representation that such information is correct and accurate. GENERAL CONDITIONS URS Corporation 00700 - 10 3.12.8 The Contractor shall not be relieved of responsibility for deviations from requirements of the Contract Documents by the Architect's approval of Shop Drawings, Product Data, Samples or similar submittals unless the Contractor has specifically informed the Architect in writing of such deviation at the time of submittal and the Architect has given written approval to the specific deviation. The Contractor shall not be relieved of responsibility for errors or omissions in Shop Drawings, Product Data, Samples or similar submittals by the Architect's approval thereof. 3.12.9 The Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings, Product Data, Samples or similar submittals, to revisions other than those requested by the Architect on previous submittals. Unless such written notice has been given, the Architect's approval of a resubmitted Shop Drawing, Product Data, Sample, or similar submittal shall not constitute approval of any changes not requested on the prior submittal. 3.12.10 Informational submittals upon which the Architect is not expected to take responsive action may be so identified in the Contract Documents. 3.12.11 When professional certification of performance criteria of materials, systems or equipment is required by the Contract Documents, the Architect shall be entitled to rely upon such certifications, and the Architect shall not be expected to make any independent examination with respect thereto. 3.12.12 The Contractor shall keep one (1) clean copy of each submittal brochure and each shop drawing, bearing the Architect's review stamp, at the Job Site. 3.12.13 The Architect's review is only for conformance with the design concept of the Project and compliance with the information given in the Contract Documents. The Contractor is responsible for dimensions to be confirmed and correlated at the Job Site, for information processes or to techniques of construction, and for coordination of the Work of all trades. 3.12.14 Burden -of -Proof that products, materials, shop drawings, samples and submittals comply with the Contract Documents in every respect and that any substitutions, variations, deviations or modifications to exactly what is specified will, in fact, work well in coordination and harmony, and will serve the intended purpose, shall rest entirely with the Contractor. It shall not be the Architect's responsibility to have the Burden -of -Proof to prove the contrary. 3.12.15 Submittals, requisitions, requests for interpretation, shop drawings and other items received by the Architect on Friday. Saturday; Sunday, on any normally recognized holiday, or on a day preceding such a holiday shall be considered received on the first working day (except Friday) which follows. 3.12.16 Architect's date stamp of receipt shall evidence date of receipt, modified per Paragraph 3.12.15 above. Date indicated on Architect's transmittal letter or transmittal form shall be considered as date returned to Contractor. 3.12.17 In absence of a written statement from the Contractor to the contrary, the Architect shall assume Contractor's implied consent that the Architect may extend time for review of shop drawings or other submittals that require additional attention and coordination due to their complexity or to resolve discrepancies in shop drawings or other submittals in an endeavor to expedite the progress and avoid an additional resubmittal of same. This shall in no way permit an extension of construction time designated herein. GENERAL CONDITIONS URS Corporation 00700 - 11 3.12.18 Refer to Section 01330 -Submittal Procedures and Section 01600 —Product Requirements for additional requirements. K35ikilf yfie]1&111i11 3.13.1 The right of possession of the premises and the improvements made thereon by the Contractor shall remain at all times in the Owner. The Contractor's right to entry and use thereof arises solely from the permission granted by the Owner under the Contract Documents. The Contractor shall confine the Contractor's apparatus, the storage of materials and the operations of the Contractor's workmen to limits indicated by law, ordinances, the Contract Documents and permits and/or directions of the Architect and shall not unreasonably encumber the premises with the Contractor's materials. The Owner shall not be liable to the Contractor. the Subcontractors, their employees or anyone else with respect to the conditions of the premises, except only for a condition caused directly and solely by the negligence of the Owner. Material shall be arranged and maintained in an orderly manner with use of walks, drives, roads and entrances unincumbered. Store, place and handle material and equipment delivered to the Project Site so as to preclude inclusion of foreign substances or causing of discoloration. Pile neatly and compactly and barricade to protect public from injury. Protect material as required to prevent damage from weather or ground. Should it be necessary to move material at any time, or move sheds or storage platforms, the Contractor shall move them as and when required at no additional cost to the Owner. The Owner assumes no responsibility for stored materials stored in building or on the Site. The Contractor shall assume full responsibility for damage due to storing of materials. Repairing of areas used for placing of sheds, offices and storage of — materials shall be performed by the Contractor. 3.14 CUTTING AND PATCHING 3.14.1 The Contractor shall be responsible for cutting, fitting or patching required to complete the Work or to make its parts fit together properly. 3.14.2 The Contractor shall not damage or endanger a portion of the Work or fully or partially completed construction of the Owner or _ separate contractors by cutting, patching or otherwise altering such construction, or by excavation. The Contractor shall not cut or otherwise alter such construction by the Owner or a separate contractor except with written consent of the Owner and of such separate contractor, such consent shall not be unreasonably withheld. The Contractor shall not unreasonably withhold from the Owner or a separate contractor the Contractor's consent to cutting or otherwise altering the Work 3.14.3 Refer to Section 01731 - Cutting and Patching for additional requirements. 3.15 CLEANING UP 3.15.1 The Contractor shall keep the premises and surrounding area free from accumulation of waste materials or rubbish caused by operations under the Contract. At completion of the Work the Contractor shall remove from and about the Project waste materials, rubbish, the Contractor's tools, construction equipment, machinery and surplus materials. GENERAL CONDITIONS URS Corporation 00700 - 12 3.15.2 If the Contractor fails to clean up as provided in the Contract Documents, the Owner may do so and the cost thereof shall be charged to the Contractor. 3.15.3 Daily Clean -Up: The Contractor shall keep the premises free from accumulation of waste materials or rubbish caused by Contractor's operations on a daily basis. In areas used by the public or exposed to public view, the Contractor shall keep these areas in such a state of cleanliness so as not to reflect unfavorably upon the "image" of the Owner. 3.15.4 Refer to Section 01781 — Close -Out Procedures for additional requirements. 3.16 ACCESS TO WORK 3.16.1 The Contractor shall provide the Owner and Architect access to the Work in preparation and progress wherever located. 3.17 ROYALTIES AND PATENTS 3.17.1 The Contractor shall pay all royalties and license fees. The Contractor shall defend suits or claims for infringement of patent rights and shall hold the Owner and Architect harmless from loss on account thereof, but shall not be responsible for such defense or loss when a particular design, process or product of a particular manufacturer or manufacturers is required by the Contract Documents. However, if the Contractor has reason to believe that the required design, process or product is an infringement of a patent, the Contractor shall be responsible for such loss unless such information is promptly furnished to the Architect. 3.18 INDEMNIFICATION 3.18.1 Hold Harmless: In addition to the Contractor's obligation to obtain and hold insurance a' set forth elsewhere in the Contract Documents. the Contractor shall indemnify and save harmless the Architect and the Owner and their officers, and employees from all suits, actions, damages or claims of any character brought because of any injuries or damage received or sustained by any person, persons or property which in whole or in part arise on account of the operation of the Contractor; or on account of or if consequence of any neglect in safeguarding the Work; 01 through use of unacceptable materials in constructing th( Work; or because of any act or omission, neglect, 01 misconduct of said Contractor, its Subcontractors, their officers, employees, agents, servants, or assigns. or because of any claims or amounts recovered from an) infringement of patent, trademark, or copyright; or from any claims or amounts arising or recovered under the "Workman's Compensation Act", or any other law. ordinance, order or decree; regardless of whether such injuries or damage are caused in part by the negligence 01 the parties indemnified hereinunder. The Contractor shall reimburse the Architect, Owner and their officers and employees any and all costs incurred by them in defending or investigating any such suit, action, or claim, including attorney's fees, expert witness fees, investigative and court costs. 3.18.2 Money due the Contractor under and by virtue of Contractor's 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 or insufficient money is due, Contractor's surety may be held until such suit or suits, action or actions, claim or claims for injuries as aforesaid shall have been settled, and suitable evidence to that effect furnished to the Owner. The Contractor's Liability under this Contract shall not exceed $1,000,000.00. GENERAL CONDITIONS URS Corporation 00700 - 13 3.18.3 The obligations of the Contractor under this Paragraph 3.18 shall not extend to the liability of the Architect, the Architect's consultants, and agents or employees of any of them arising out of (1) the negligent preparation of maps, Drawings, opinions, reports, surveys, Change Orders, designs or Specifications, or (2) negligent directions or instructions given by the Architect, the — Architect's consultants and agents or employees of any of them, provided such instructions or directions are the primary cause of the injury or damage. Should the Contractor fail to institute appropriate measures within seven (7) calendar days, or should the measures taken fail to put the Work back on schedule within fourteen (14) calendar days of such notice, the Owner may, but shall not be required to, supplement the Contractor's forces, materials and/or equipment with other forces, materials and/or equipment. The cost of such other forces, materials and/or equipment shall be deducted by the Owner from sums otherwise owing to the Contractor. The Owner's use of such supplemental forces, materials and/or equipment shall not excuse the Contractor from performing all of it's obligations under the Contract Documents or relieve the Contractor from liquidated damages. The Contractor shall coordinate and work together with such forces, materials and/or equipment. 3.19 RECORDS AND DOCUMENTS 3.19.1 The Contractor shall maintain all records and documents relating to the Contract during the course of the Work and for a period of three (3) years after the Date of Final Completion and Acceptance. This includes all books and other evidence bearing on the Contractor's costs and expenses under this Contract. The Contractor shall make these records and documents available for inspection to the Owner, at the Contractor's office, at all reasonable times, without direct charge and shall make these records and documents available for copying at a reasonable charge. If approved by the Owner, photographs, microphotographs, or other authentic reproductions may be maintained instead of original records and documents. If the — Contractor fails to make the records and documents available, the Owner may, after written notice to the Contractor, take such action as may be necessary including the withholding of any further payment. Furthermore, failure to make such records and documents available may be grounds for termination pursuant to Paragraph 14.2. ARTICLE 4 ADMINISTRATION OF THE CONTRACT 4.1 ARCHITECT 4.1.1 The Architect is referred to throughout the Contract Documents as if singular in number. 1 Wherever the term(s) " Architect," "Engineer," " Arch itect/Engineer," appears throughout the Contract Documents, they shall mean URS Corporation Southern, 7650 West Courtney Campbell Causeway, Tampa, Florida 33607-1462, Telephone (813) 286-1711, FAX (813) 286-6587, or other Owner's authorized representative(s). .2 Wherever the term "Owner's Authorized Representative(s)" appears in the Contract Documents, the term shall include URS Corporation Southern; Jones Payne Architects and Planners; Terrell Hundley Carroll, Inc.; Wyle Laboratories; RCT Engineering, Inc.; or other Owner's authorized representative(s). 4.1.2 In case of termination of employment of the Architect, the Owner shall appoint an architect against whom the Contractor makes no reasonable objection and whose status under the Contract Documents shall be that of the former architect. GENERAL CONDITIONS URS Corporation 00700 - 14 4.2 ARCHITECT'S ADMINISTRATION OF THE CONTRACT 4.2.1 The Architect will provide administration of the Contract as described in the Contract Documents, and will be the Owner's representative (1) during construction, (2) until final payment is due and (3) with the Owner's concurrence, from time to time during the correction period described in Paragraph 12.2. The Architect will advise and consult with the Owner. The Architect will have authority to act on behalf of the Owner 4.2.2 The Architect will visit the site at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the completed Work and to determine in general if the Work is being performed in a manner indicating that the Work, when completed, will be in accordance with the Contract Documents. However, the Architect will not be required to make exhaustive or continuous on -site inspections to check quality or quantity of the Work. On the basis of on -site observations as an architect, the Architect will keep the Owner informed of progress of the Work, and will endeavor to guard the Owner against defects and deficiencies in the Work. 4.2.3 The Architect will not have control over or charge of and will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the Work, since these are solely the Contractor's responsibility as provided in Paragraph 3.3. The Architect will not be responsible for the Contractor's failure to carry out the Work in accordance with the Contract Documents. The Architect will not have control over or charge of and will not be responsible for acts or omissions of the Contractor, Subcontractors, or their agents or employees, or of any other persons performing portions of the Work. 4.2.4 Communications Facilitating Contract Administration. Except as otherwise provided in the Contract Documents or when direct communications have been specially authorized, the Owner and Contractor shall endeavor to communicate through the Architect. Communications by and with the Architect's consultants shall be through the Architect. Communications by and with Subcontractors and material suppliers shall be through the Contractor. Communications by and with separate contractors shall be through the Owner. 4.2.5 Based on the Architect's observations and evaluations of the Contractor's Applications for Payment, the Architect will review and certify the amounts due the Contractor and will issue Certificates for Payment in such amounts. 4.2.6 The Architect or Owner will have authority to reject Work which does not conform to the Contract Documents. Whenever the Architect or Owner considers it necessary or advisable for implementation of the intent of the Contract Documents, the Architect or Owner will have authority to require additional inspection or testing of the Work in accordance with Subparagraphs 13.5.2 and 13.5.3, whether or not such Work is fabricated, installed or completed. However, neither this authority of the Architect or Owner nor a decision made in good faith either to exercise or not to exercise such authority shall give rise to a duty or responsibility of the Architect or Owner to the Contractor, Subcontractors, material and equipment suppliers, their agents or employees, or other persons performing portions of the Work. 4.2.7 The Architect will review and approve or take other appropriate action upon the Contractor's submittals such as Shop Drawings, Product Data and Samples, but only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents and only to the extent which the Architect or Owner believes desirable to protect the Owner's interest. The Architect's action will be taken with reasonable promptness, while allowing sufficient time in the Architect's professional judgement to permit adequate review, taking into account the time periods set GENERAL CONDITIONS URS Corporation 00700 - 15 forth in the latest recognized Construction Schedule prepared by the Contractor artb reviewed by the Architect. Review of such submittals is not conducted for the purpose of determining the accuracy and completeness of other details such as dimensions and quantities, or for substantiating instructions for installation or performance of equipment or systems, all of which remain the -- responsibility of the Contractor as required by the Contract Documents. The Architect's review of the Contractor's submittals shall not relieve the Contractor of the obligations under Paragraphs 3.3, 3.5 and 3.12. The Architect's review shall not constitute approval of safety precautions or, of any construction means, methods, techniques, sequences or procedures. The Architect's approval of a specific item shall not indicate approval of an assembly of which the item is a component. 4.2.8 The Architect will prepare Change Orders and Construction Change Directives, and may authorize minor changes in the Work as provided in Paragraph 7.4. 4.2.9 The Architect will conduct inspections to determine the date or dates of Substantial Completion and the date of final completion and acceptance, will receive and forward to the Owner for the Owner's review and records written warranties and related documents required by the Contract and assembled by the Contractor, and will issue a final Certificate for Payment upon compliance with the requirements of the Contract Documents. 4.2.10 If the Owner and Architect agree, the Architect will provide one or more project representatives to assist in carrying out the Architect's responsibilities at the site. The duties, responsibilities and limitations of authority of such project representatives shall be as set forth in an exhibit to be incorporated in the Contract Documents. If no such exhibit has been incorporated, the duties, responsibilities, and limitations of authority of such Project Representative shall be as set forth in the edition of AIA B 352 current as of the date of the Agreement. 4.2.11 The Architect will interpret and decide matters concerning performance under and requirements of the Contract Documents on written request of the Contractor. The Architect's response to such requests will be made with reasonable promptness and within any time limits agreed upon The Architect may, as the Architect judges desirable, issue additional drawings or instructions indicating in greater detail the construction or design of the various parts of the Work; such drawings or instructions may be affected by field order or other notice to the Contractor, and provided such drawings or instructions are reasonably consistent with the previously existing Contract Documents, the Work shall be executed in accordance with such additional drawings or instructions without additional cost or extension of the Contract Time. 4.2.12 Interpretations and decisions of the Architect will be consistent with the intent of and reasonably inferable from the Contract Documents and will be in writing or in the form of drawings. When making such interpretations and decisions. the Architect will endeavor to secure faithful performance by both Owner and Contractor will not show partiality to either and will not be liable for results of interpretations or decisions so rendered in good faith. 4.2.13 The Architect's decisions on matters relating to aesthetic effect will be final if consistent with the intent expressed in the Contract Documents. 4.3 CLAIMS AND DISPUTES 4.3.1 Definition. A Claim is a demand or assertion by one of the parties seeking, as a matter of right, adjustment or interpretation of Contract terms, payment of money, extension of time or other relief with respect to the terms of the Contract. The term "Claim" also includes other disputes and matters in question between the Owner and Contractor arising out of or relating to the GENERAL CONDITIONS URS Corporation 00700 - 16 Contract. Claims must be made by written notice. The responsibility to substantiate Claims shall rest with the party making the Claim. If for any reason the Contractor deems that additional cost or Contract Time is due to the Contractor for Work not clearly provided for in the Contract Documents, or previously authorized changes in the Work, the Contractor shall notify the Architect in writing of its intention to claim such additional cost or Contract Time before the Contractor begins the Work on which the Contractor bases the claim. If such notification is not given or the Architect is not afforded proper opportunity by the Contractor for keeping strict account of actual cost or time as required, then the Contractor hereby agrees to waive any claim for such additional cost or Contract Time. Such notice by the Contractor and the fact that the Architect has kept account of the cost or time 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 cost or Contract Time is based has been completed, the Contractor shall, within twenty-one (21) calendar days, submit Contractor's written claim to the Architect. 4.3.2 Decision of Architect. Claims arising prior to Final Payment or the earlier termination of the Contract shall be referred initially to the Architect for action as provided in Paragraph 4.4 4.3.3 Time Limits on Claims. Claims must be made within twenty-one (21) calendar days after occurrence of the event giving rise to such claim or within twenty-one (21) calendar days after the claimant first recognizes the condition giving rise to the Claim, whichever is later. If the Contractor wishes to reserve its rights under Paragraph 4.3.3, written notice of any event that may give rise to a claim must be given within twenty-one (21) calendar days of the event, whether or not any impact in money or time has been determined. Claims must be made by written notice. Any change or addition to a previously made claim shall be made by timely written notice in accordance with this Paragraph 4.3.3. 4.3.4 Continuing Contract Performance. Pending final resolution of a Claim including arbitration, unless otherwise agreed in writing the Contractor shall proceed diligently with performance of the Contract. 4.3.5 Waiver of Claims: Final Payment. The making of final payment shall constitute a waiver of Claims by the Owner except those arising from: .1 liens, Claims, security interests or encumbrances arising out of the Contract and unsettled, .2 failure of the Work to comply with the requirements of the Contract Documents; or .3 terms of special warranties required by the Contract Documents. 4.3.6 Claims for Concealed or Unknown Conditions. Should the Contractor encounter concealed conditions in an existing structure or below the surface of the ground, not discoverable by a careful inspection and differing materially from conditions ordinarily encountered and generally recognized in or about a site of this type, the Contract Sum shall be equitably adjusted by Change Order upon claim by either party, if made before conditions are disturbed and in no event later than twenty-one (21) calendar days after the first observance of the conditions. GENERAL CONDITIONS URS Corporation 00700 - 17 There shall be no adjustment of the Contract Sum on account of other costs resulting from topsoil or water conditions including, without limitation, costs on account of delay, administration, operations, temporary construction, cave-in or collapse of excavations, or pumping. -- 4.3.7 Claims for Additional Cost. If the Contractor wishes to make Claim for an increase in the Contract Sum, written notice as provided herein shall be given before proceeding to execute the Work. Prior notice is not required for Claims relating to an emergency endangering life or property arising under Paragraph 10.3. Claim shall be filed in accordance with the procedure established herein. Anticipated, unanticipated, abnormal or adverse weather conditions shall not be the basis of a Claim for additional cost. The Contract Sum shall not be increased for any weather -related conditions. 4.3.8 Claims for Additional Time 4.3.8.1 If the Contractor wishes to make Claim for all increase in the Contract Time, written notice as provided herein shall be given. The Contractor shall have the burden of demonstrating the effect of the claimed delay on the Contract Time, and shall furnish the Architect with such documentation relating thereto as the Architect will reasonably require. In the case of a continuing delay only one Claim is necessary. 4.3.8.2 Anticipated, unanticipated, abnormal or adverse weather conditions shall not be the basis for a Claim for additional time. Contract Time shall not be extended for any weather -related delay. 4.4 RESOLUTION OF CLAIMS AND DISPUTES 4.4.1 The Architect shall review Claims and may (1) defer any action with respect to all or part of a Claim and request additional information from the Claimant which additional information Claimant shall immediately provide to the Architect, or (2) render a decision in all or a part of the Claim. The Architect shall notify the parties in writing of the disposition of such Claim. If the Architect decides that the Work relating to such Claim should proceed regardless of the Architect's disposition of such Claim, the Architect shall issue to the Contractor a written directive to proceed. The Contractor shall proceed as instructed. 4.4.2 If a Claim has been resolved. the Architect will prepare or obtain appropriate documentation. 4.4.3 If a Claim has not been resolved, the party making the Claim shall, within ten days after the Architect's preliminary response, take one or more of the following actions: (1) submit additional supporting data requested by the Architect, (2) modify the initial Claim or (3) notify the Architect that the initial Claim stands. 4.4.4 If a Claim has not been resolved after consideration of the foregoing and of further evidence presented by the parties or requested by the Architect, the Architect will notify the parties in writing that the Architect's decision will be made within seven days, which decision shall be final and binding on the parties but subject to arbitration. Upon expiration of such time period, the Architect will render to the parties the Architect's written decision relative to the Claim, including any change in the Contract Sum or Contract Time or both. If there is a surety and there appears to be a possibility of a Contractor's default, the Architect may, but is not obligated to, notify the surety and request the surety's assistance in resolving the controversy. GENERAL CONDITIONS URS Corporation 00700 - 18 ARTICLE 5 SUBCONTRACTORS 5.1 DEFINITIONS 5.1.1 A Subcontractor is a person or entity who has a direct contract with the Contractor to perform a portion of the Work. The term "Subcontractor" is referred to throughout the Contract Documents as if singular in number and means a Subcontractor or an authorized representative of the Subcontractor. The term "Subcontractor" does not include a separate contractor or subcontractors of a separate contractor. 5.1.2 A Sub -subcontractor is a person or entity who has a direct or indirect contract with a Subcontractor to perform a portion of the Work. The term "Sub -subcontractor" is referred to throughout the Contract Documents as if singular in number and means a Sub -subcontractor or an authorized representative of the Sub -subcontractor . 5.1.3 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 Owner or Architect. 5.2 AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE WORK 5.2.1 Unless otherwise stated in the Contract Documents or the bidding requirements, the Contractor, as soon as practicable after award of the Contract, shall furnish in writing to the Owner through the Architect the names of persons or entities (including those who are to furnish materials or equipment fabricated to a special design) proposed for each principal portion of the Work. The Architect will promptly reply to the Contractor in writing stating whether or not the Owner or the Architect, after due investigation, has reasonable objection to any such proposed person or entity. Failure of the Owner or Architect to reply promptly shall constitute notice of no reasonable objection. 5.2.2 The Owner or Architect reserves the right to investigate the prequalifications and qualifications, and responsibility of proposed or actual subcontractors, and to prohibit same from performing Work on the Project where such investigation, in the judgement of the Owner or Architect, reveals that such subcontractors are unqualified and/or non -responsible. The Owner's and Architect's criteria for such determination may include, without limitation; financial condition, experience, character of workers and equipment, and past performance. The Contractor shall not contract with a proposed person or entity to whom the Owner or Architect has made reasonable and timely objection. The Contractor shall not be required to contract with anyone to whom the Contractor has made reasonable objection. 5.2.3 If the Owner or the Architect has reasonable objection to any such proposed person or entity, the Contractor shall submit a substitute to whom the Owner or the Architect have no reasonable objection. 5.2.4 The Contractor shall not change a Subcontractor, person or entity listed in Contractor's Subcontractors List without permission of the Owner. 5.2.5 The form of each subcontract shall be submitted to the Owner for its approval, which shall not be unreasonably withheld or delayed. GENERAL CONDITIONS URS Corporation 00700 - 19 5.3 SUBCONTRACTUAL RELATIONS 5.3.1 By appropriate agreement, written where legally required for validity, the Contractor shall require each Subcontractor, to the extent of the Work to be performed by the Subcontractor, to be bound to the Contractor by terms of the Contract Documents, and to assume toward the Contractor all the obligations and responsibilities which the Contractor, by these Documents, assumes toward the Owner and Architect. Each subcontract agreement shall preserve and protect the rights of the Owner and Architect under the Contract Documents with respect to the Work to be performed by the Subcontractor so that subcontracting thereof will not prejudice such rights, and shall allow to the Subcontractor, unless specifically provided otherwise in the subcontract agreement, the benefit of all rights, remedies and redress against the Contractor that the Contractor, by the Contract Documents, has against the Owner. Where appropriate, the Contractor shall require each Subcontractor to enter into similar agreements with Sub -subcontractors. The Contractor shall make available to each proposed Subcontractor, prior to the execution of the subcontract agreement, copies of the Contract Documents to which the Subcontractor will be bound, and, upon written request of the Subcontractor, identify to the Subcontractor terms and conditions of the proposed subcontract agreement which may be at variance with the Contract Documents. Subcontractors shall similarly make copies of applicable portions of such documents available to their respective proposed Sub -subcontractors. ARTICLE 6 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS - 6.1 OWNERS RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS 6.1.1 The Owner reserves the right to perform construction or operations related to the Project with the Owner's own forces, and to award separate contracts in connection with other portions of the Project or other construction or operations on the site under Conditions of the Contract identical or substantially similar to these including those portions related to insurance and waiver of subrogation. 6.1.2 When separate contracts are awarded for different portions of the Project or other construction or operations on the site, the term "Contractor" in the Contract Documents in each case shall mean the Contractor who executes each separate Owner - Contractor Agreement. 6.1.3 The Contractor, with the Owner's assistance, shall coordinate with each separate contractor with the Work of the Contractor, who shall cooperate with them. The Owner will provide for the coordination of the Owner's own forces with the Work of the Contractor, who shall cooperate with them. The Contractor shall coordinate with other separate contractors and the Owner in reviewing their construction schedules. The Contractor shall make any revisions to the construction schedule deemed necessary after a joint review and mutual agreement. The construction schedules shall then constitute the schedules to be used by the Contractor, separate contractors and the Owner until subsequently revised. 6.2 MUTUAL RESPONSIBILITY 6.2.1 The Contractor shall afford the Owner and separate contractors reasonable opportunity for introduction and storage of their materials and equipment and performance of their activities and shall connect and coordinate the Contractor's construction and operations with theirs as required by the Contract Documents. GENERAL CONDITIONS URS Corporation 00700 - 20 6.2.2 If any part of the Contractor's Work depends, for proper execution or operation upon the Work or any applicable portion thereof, on any other separate contractor, the Owner will give the Contractor written notice of the date when the other contractor will have completed it's construction or any applicable portion thereof and the Contractor shall have fifteen (15) calendar days from the date so specified within which to inspect other contractor's construction or any applicable portion thereof, and to accept said construction or to reject in a written statement to the Owner reciting all discrepancies or defects which affect Contractor's Work and, therefore, must be remedied. Upon receipt of such statement, the Architect shall see that necessary corrections are made and shall notify the Contractor when such corrective work is to be complete. The Contractor shall have fifteen (15) calendar days from the date so specified within which to inspect and report again, in order to determine that discrepancies or defects complained of have been corrected. Failure of the Contractor to inspect and report, as set forth above, shall constitute an acceptance of the other contractor's construction or any applicable portion thereof, as fit and proper to receive Contractor's Work, except as to latent defects which may develop in the other separate contractor's construction or any applicable portion thereof, after the execution of the Contractor's Work. Upon completion of the other contractor's construction or any applicable portion thereof, the area will be turned over to the Contractor. 6.2.3 Costs caused by delays or defective construction shall be borne by the party responsible therefor. 6.2.4 The Contractor shall promptly remedy damage wrongfully caused by the Contractor to completed or partially completed construction or to property of the Owner or separate contractors as provided in Subparagraph 10.2.5. 6.2.5 Should the Contractor cause damage to the work or property of any separate contractor on the Project, the Contractor shall, upon due notice by the Owner, settle with such other contractor by agreement if other contractor will so settle. If such separate contractor sues the Owner on account of any damage alleged to have been so sustained, the Owner will notify the Contractor who shall defend such proceedings with the cooperation of the Owner, and if any judgement against the Owner arises therefrom, the Contractor shall pay or satisfy same to the extent caused by the fault of the Contractor and shall reimburse the Owner for all reasonable attorney's fees and court costs which the Owner has incurred. 6.2.6 The Owner and each separate contractor shall have the same responsibilities for cutting and patching as are described for the Contractor in Paragraph 3.14. 6.3 OWNER'S RIGHT TO CLEAN UP 6.3.1 If a dispute arises among the Contractor, separate contractors and the Owner as to the responsibility under their respective contracts for maintaining the premises and surrounding area free from waste materials and rubbish as described in Paragraph 3.15, the Owner may clean up and allocate the cost among those responsible as the Architect determines to be just. GENERAL CONDITIONS URS Corporation 00700 - 21 ARTICLE 7 CHANGES IN THE WORK 7.1 CHANGES 7.1.1 Changes in the Work may be accomplished after execution of the Contract, and without invalidating the Contract, by Change Order, Construction Change Directive or order for a minor change in the Work, subject to the limitations stated in this Article 7 and elsewhere in the Contract Documents. Any claim for payment of changes in the Work that is not covered by written Change Order shall be rejected by the Architect The Contractor, by submitting the Proposal, acknowledges and agrees that the Contractor shall not be entitled to payment for changes in the Work unless such Work is specifically authorized in writing by the Owner in advance. The terms of this Article may not be waived by the Architect or Owner unless such waiver is in writing and makes specific reference to this Article. 7.1.2 A Change Order shall be based upon agreement among the Owner, Contractor and Architect; a Construction Change Directive requires agreement by the Owner and Architect and mayor may not be agreed to by the Contractor; an order for a minor change in the Work may be issued by the Architect alone. 7.1.3 Changes in the Work shall be performed under applicable provisions of the Contract Documents, and the Contractor shall proceed promptly, unless otherwise provided in the Change Order, Construction Change Directive or order for a minor change in the Work. 7.1.4 If unit prices are stated in the Contract Documents or subsequently agreed upon, and if quantities originally contemplated are so changed in a proposed Change Order or Construction Change Directive that application of such unit prices to quantities of Work proposed will cause substantial inequity to the Owner or Contractor, the applicable unit prices shall be equitably adjusted. 7.2 CHANGE ORDERS 7.2.1 A Change Order is a written instrument prepared by the Architect and signed by the Owner, Contractor and Architect, stating their agreement upon all of the following: .1 a change in the Work; .2 the amount of the adjustment in the Contract Sum, if any; and .3 the extent of the adjustment in the Contract Time, if any. 7.2.2 Methods used in determining adjustments to the Contract Sum shall include those listed in Paragraph 7.3.2.1. 7.3 CONSTRUCTION CHANGE DIRECTIVES 7.3.1 A Construction Change Directive is a written order prepared by the Architect and signed by the Owner and Architect, directing a change in the Work and stating a proposed basis for adjustment, if any, in the Contract Sum, or Contract Time, or both. The Owner may by Construction Change Directive, without invalidating the Contract, order changes in the Work within the general scope of the Contract consisting of additions, deletions or other revisions, the Contract Sum and Contract Time being adjusted accordingly. GENERAL CONDITIONS URS Corporation 00700 - 22 7.3.2 A Construction Change Directive shall be used in order to expedite the Work and avoid or minimize delays in the Work which may affect the Contract Sum or Contract Time. When determined by the Architect to be in the Owner's best interest, the Architect may, with or without the Contractor's agreement, direct or order the Contractor to proceed with Changes in the Work by the issuance of a Construction Change Directive. 7.3.2.1 If the Construction Change Directive provides for an adjustment to the Contract Sum, the adjustment shall be based on one of the following methods: (a) Mutual acceptance of a lump sum, properly itemized and supported by sufficient substantiating data to permit evaluation; (b) By unit prices stated in the Contract Documents or otherwise mutually agreed upon; (c) By cost estimated by the Contractor as provided in Paragraph 7.3.3 plus, if applicable, percentage, and accepted by the Architect. The Contractor's estimate shall become a fixed price which shall not be changed by any variation in the actual cost of executing the Work covered by the change; (d) Cost to be determined in a manner agreed upon by the parties plus, if applicable, percentage; or (e) As provided in Paragraph 7.3.6 by actual cost determined after the Work covered by the change is completed, plus, if applicable, percentage. 7.3.2.2 As used in this Paragraph 7.3, Construction Change Directive's "Cost" shall mean the estimated or actual net increase in cost to the Contractor, or Subcontractor for performing the Work covered by the change, including actual payments for materials, equipment rentals, expendable items, wages and associated benefits to workmen and to supervisors employed full time at the Site where the Work is performed, insurance, bonds, and other provable direct costs, but DOt including any administrative, accounting or expediting costs, or other indirect or overhead costs, or any wages or benefits of supervisory personnel not assigned full time to the Site, or any amount for profit or fee to the Contractor, Subcontractor, or Sub -subcontractor. Rates for the Contractor and Subcontractor owned equipment shall not exceed the rates listed in the Associated Equipment Distributors rental rate book as adjusted to the regional area of the Work under this Contract. 7.3.2.3 "Percentage" shall mean an amount to be added to the Cost for overhead and profit and any other expense which is not included in the Cost of the Work covered by the change, as defined above. The maximum percentage for total overhead and profit and any other expense which is not included in the Cost of the Work shall be as follows (a) Percentage for the Contractor shall be Fifteen Percent (15%) of any net increase of Costs of any Work performed by the Contractor's own forces. (b) Percentage for a Subcontractor shall be Ten Percent (10%) of any net increase of Cost of any Work performed by the Subcontractor's own forces plus Five Percent (5%) of any net increase in the Cost of the Work for the Contractor. 7.3.2.4 When in the reasonable judgement of the Architect a series of Construction Change Directives or Change Orders affect a single change, Percentage shall be calculated on the cumulative net increase in Cost, if any. 7.3.2.5 Overhead shall include the following: supervision wages, timekeepers, watchmen and clerks, handtools, incidentals, general office expense, and all other expenses not included in "Cost." GENERAL CONDITIONS URS Corporation 00700 - 23 7.3.3 Upon request of the Owner or the Architect, the Contractor shall without cost to the Owner submit to the Architect, in such form as the Architect may require, an accurate written estimate of the cost of any proposed extra Work or change. The estimate shall indicate the quantity and unit cost of each item of materials, and the number of hours of work and hourly rate for each class of labor, as well as the description and amounts of all other costs chargeable under the terms of this Article. Unit labor costs for the installation of each item of materials shall be shown if required by the Architect. The Contractor shall promptly "'- revise and resubmit such estimate if the Architect determines that it is not in compliance with the requirements of this Article, or that it is not in compliance with the requirements of this Article, or that it contains errors of fact or mathematical errors. If required by the Architect, in order to establish the exact cost of new Work added or of previously required Work omitted, the Contractor shall obtain and furnish to the Architect bona fide proposals from recognized suppliers for furnishing any material included in such Work. Such estimates shall be furnished promptly so as to occasion no delay in the Work, and shall be furnished at the Contractor's expense. The Contractor shall state in the estimate any extension of time required for the completion of the Work if the change or extra work is ordered. 7.3.4 Upon receipt of a Construction Change Directive, the Contractor shall promptly proceed with the change in the Work involved and advise the Architect of the Contractor's agreement or disagreement with the method, if any, provided in the Construction Change Directive for determining the proposed adjustment in the Contract Sum or Contract Time. 7.3.5 A Construction Change Directive signed by the Contractor indicates the agreement of the Contractor therewith, including adjustment in Contract Sum and Contract Time or the method for determining them. Such agreement shall be effective immediately and shall be subsequently recorded as a Change Order. 7.3.6 If the Contractor does not respond promptly or disagrees with the method for adjustment in the Contract Sum, the method and the adjustment shall be determined by the Architect on the basis of reasonable expenditures and savings of those performing the Work attributable to the change, including, in case of an increase in the Contract Sum, a reasonable percentage for overhead and profit. In such case, and also under Clause 7.3.2.1 (e), the Contractor shall keep and present, in such form as the Architect may prescribe, an itemized accounting together with appropriate supporting data. Unless otherwise provided in the Contract Documents, costs for the purposes of this Subparagraph 7.3.6 shall be limited to the following. .1 costs of labor, including social security, old age and unemployment insurance, fringe benefits required by agreement or custom, and workers' or workmen's compensation insurance; .2 costs of materials, supplies and equipment, including cost of transportation, whether incorporated or consumed. .3 rental costs of machinery and equipment, exclusive of hand tools, whether rented from the Contractor or others, .4 costs of premiums for all bonds and insurance, permit fees, and sales, use or similar taxes related to the Work; and 7.3.7 The amount of credit to be allowed by the Contractor to the Owner for a deletion or change which results in a net decrease in the Contract Sum shall be actual net cost as confirmed by the Architect. When both additions and credits covering related _ Work or substitutions are involved in a change, the percentage for overhead and profit shall be figured on the basis of net increase, if any, with, respect to that change. GENERAL CONDITIONS URS Corporation 00700 - 24 7.3.8 If the Owner and Contractor do not agree with the adjustment in Contract Time or the method for determining it, the adjustment or the method shall be referred to the Architect for determination. 7.3.9 When the Owner and Contractor agree with the determination made by the Architect concerning the adjustments in the Contract Sum and Contract Time, or otherwise reach agreement upon the adjustments, such agreement shall be effective immediately and shall be subsequently recorded by preparation and execution of an appropriate Change Order. 7.4 MINOR CHANGES IN THE WORK 7.4.1 The Architect will have authority to order minor changes in the Work not involving adjustment in the Contract Sum or extension of the Contract Time and not inconsistent with the intent of the Contract Documents. Such changes shall be effected by written order and shall be binding on the Owner and Contractor. The Contractor shall carry out such written orders promptly. ARTICLE 8 TIME 8.1 DEFINITIONS 8.1.1 Unless otherwise provided, the Contract Time(s) is the period of time allotted in the Contract Documents for Substantial Completion of the Work or designated portion thereof as defined in Paragraph 8.1.3 including adjustments thereto. 8.1.2 The date of commencement of the Work is the date established in a written Notice to Proceed. Work under this Contract shall not commence until the Owner has issued a written Notice to Proceed. The Contractor shall begin the Work to be performed under the Contract within ten (10) days of the date set by the Owner in a written Notice to proceed, but in any event, the Contractor shall notify the Architect at least forty-eight (48) hours in advance of the time actual construction operations will begin. The date shall not be postponed by the failure to act of the Contractor or of persons or entities for whom the Contractor is responsible. 8.1.3 The date of Substantial Completion is the date certified by the Architect in accordance with Paragraph 9.7. 8.1.4 The term "day" as used in the Contract Documents shall mean calendar day unless otherwise specifically defined. 8.2 PROGRESS AND COMPLETION 8.2.1 Time limits stated in the Contract Documents are of the essence of the Contract. By executing the Agreement the Contractor confirms that the Contract Time is a reasonable period for performing the Work. In the event the Contractor fails to promptly complete the Work herein within the Contract Time(s) provided, liquidated damages shall accrue in the amount(s) and manner specified in the Agreement. 8.2.2 The Contractor shall furnish sufficient forces, construction plant and equipment, and shall work such hours, including night shifts, and overtime operations, as may be necessary to insure prosecution of the Work in accordance with the Construction Schedule, Contractor shall take such steps as may be necessary or as may be directed by the Architect to improve Contractor's progress by increasing the number of shifts, overtime operations, days of work, and amount of construction plant, as may be required, at no additional cost to the Owner. GENERAL CONDITIONS URS Corporation 00700 - 25 8.2.3 Maintenance of Schedule: The Contractor shall prosecute the Work with sufficient forces, materials, and equipment to maintain progress in accordance with the Schedule. Should the Work in whole or in part fall behind the Schedule, or should the progress of the Work appear to Architect to be inadequate to assure completion on the completion date(s) specified in the Contract, the Contractor shall, upon written notice from the Architect, take appropriate steps within seven (7) calendar days of such notice to put the Work back on Schedule and meet the specified completion date(s). 8.2.4 Failure of the Contractor to comply with the requirements under this Provision shall be grounds for determination that the Contractor is not prosecuting the Work with such diligence as will insure completion within the time(s) specified and such failure constitutes a material breach of the Contract Documents. Upon such determination, the Owner may terminate the Contractor's right to proceed with the Work, or any separate part thereof, in accordance with Article 14 of the General Conditions. 8.2.5 The Contractor shall proceed expeditiously with adequate forces and shall achieve Substantial Completion within the Contract Time(s). 8.3 DELAYS AND EXTENSIONS OF TIME 8.3.1 In all cases where the Contractor is delayed, hindered, or obstructed in the execution of the Work, or any part thereof, for any reason whatsoever, the Contractor shall not be entitled to claim or recover any damages or additional payment from the Owner or Architect. However, it is the intent of this Contract that in all cases where the Contractor is substantially delayed, hindered, or obstructed in the execution of the Work through no fault of the Contractor and because of conditions beyond the Contractor's control, the Contract Time shall be extended by Change Order by such amount as conditions, in the judgement of the Architect, justify, and such extension of the Contract Time shall be the exclusive remedy of the Contractor. 8.3.2 Claims relating to time shall be made in accordance with applicable provisions of Paragraph 4.3. Contractor's plea that insufficient time was specified is not a valid reason for extension of Contract Time. Contract Time shall not be extended for any weather related delays. 8.3.3 Permitting the Contractor to continue and finish the Work or any part of it after the time fixed for its completion, or after that date to which the time for completion may have been extended, will in no way operate as a waiver on the part of the Owner of any of its rights under the Contract. ARTICLE 9 PAYMENTS AND COMPLETION 9.1 CONTRACT SUM 9.1.1 The Contract Sum is stated in the Agreement and, including authorized adjustments, is the total amount payable by the Owner to the Contractor for performance of the Work under the Contract Documents. 9.2 SCHEDULE OF VALUES 9.2.1 Before submitting the first Application for Payment, the Contractor shall submit to the Architect a Schedule of Values. GENERAL CONDITIONS URS Corporation 00700 - 26 The Schedule of Values shall be approved by the Architect prior to submitting the initial Application for Payment. The Schedule of Values shall be in a form as required to adequately establish costs attributable to the Work. This Schedule shall be prepared in such a form and supported by such data to substantiate its accuracy in reflecting the above breakdown for administrative and payment purposes as the Architect may require and shall be revised later if found by the Architect to be inaccurate. The Schedule of Values shall be further arranged to conform with the Construction Specifications Institute (CSI) Standard Format for Divisions and Sections with each item containing overhead and profit. The Cost of General Conditions of the Contract shall be equally divided by the number of months in the Contract and this cost shall appear in the Contractor's monthly Application for Payment. Refer to Section 01015 - MOBILIZATION. This Schedule, unless objected to by the Architect, shall be used only as a basis for the Contractor's Application for Payment. Initial Payment Application: The principal administration actions and submittals which shall precede or coincide with submittal of the Contractor's first payment application can be summarized as follows, but not necessarily by way of limitation. .1 Listing of subcontractors and principal suppliers and fabricators. .2 Schedule of Values. .3 Initial recognized CPM (or Bar Chart) Construction Schedule. .4 Schedule of submittals. 9.3 APPLICATIONS FOR PAYMENT 9.3.1 At least ten days before the date established for each progress payment, the Contractor shall submit to the Architect an itemized Application for Payment for operations completed in accordance with the schedule of values. Such application shall be notarized, if required, and supported by such data substantiating the Contractor's right to payment as the Owner or Architect may require, such as copies of requisitions from Subcontractors and material suppliers, and reflecting retainage if provided for elsewhere in the Contract Documents. 9.3.1.1 Such applications may include requests for payment on account of changes in the Work which have been properly authorized by Construction Change Directives but not yet included in Change Orders. 9.3.1.2 Such applications may not include requests for payment of amounts the Contractor does not intend to pay to a Subcontractor or material supplier because of a dispute or other reason. 9.3.2 Payments may be made on account of nonperishable materials or equipment not incorporated in the Work but delivered and suitably stored at the Site which shall be conditioned upon the following conditions being met: 1 The Materials have been stored or stockpiled in a manner acceptable to the Architect and Owner- 2 The Contractor has furnished the Architect with satisfactory evidence that the material and transportation costs have been paid. GENERAL CONDITIONS URS Corporation 00700 - 27 .3 The Contractor has furnished the Architect with acceptable evidence of the quantity and quality of such stored or stockpiled materials. .4 The Contractor has furnished the Owner legal title (free of liens or encumbrances of any kind) to materials so stored or stockpiled. .5 The Contractor has furnished to the Architect copies of paid invoices of stored materials. .6 Documentation that all material meets specification requirements. .7 The Contractor shall be responsible for all loss or damage of any type to such materials or equipment and will make — suitable replacement or repair as necessary at the Contractor's own expense. .8 The Contractor shall be responsible for security with respect to all such stored materials and equipment. .9 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. 10 Payments for material on hand for delivered material to be used in one item of Work must exceed $3,000.00 and not be scheduled to be incorporated into the Work within sixty (60) days after delivery. .11 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 or it's responsibility for furnishing and placing such materials in accordance with the requirements or the Contract Documents. 12 No partial payment will be made for stored or stockpiled living or perishable plant materials. 13 The Contractor shall bear all costs associated with the partial payment or stored or stockpiled materials in accordance with the provisions of this subsection. 9.3.3 The Contractor warrants that title to all Work covered by an Application for Payment will pass to the Owner upon receipt of payment by the Contractor. The Contractor further warrants that upon submittal of an Application for Payment all Work for which Certificates for Payment have been previously issued and payments received from the Owner shall, to the best of the Contractor's knowledge, information and belief, be free and clear of liens, claims, security interests or encumbrances hereinafter referred to in this Article 9 as liens in favor of the Contractor, Subcontractors, material suppliers, or other persons or entities making a claim by reason of having provided labor, materials and equipment relating to the Work. 9.4 CERTIFICATES FOR PAYMENT 9.4.1 The Architect will, within seven days after receipt of the Contractor's Application for Payment, either issue to the Owner a Certificate for Payment, with a copy to the Contractor, for such amount as the Architect determines is properly due, or notify the Contractor and Owner in writing of the Architect's reasons for withholding certification in whole or in part as provided in Subparagraph 9.5.1. 9.4.2 The issuance of a Certificate for Payment will constitute a representation by the Architect to the Owner, based on the Architect's observations at the site and the data comprising the Application for Payment, that the Work has progressed to the point indicated and that, to the best of the Architect's knowledge, information and belief, quality of the Work is in accordance _ with the Contract Documents. The foregoing representations are subject to an evaluation of the Work for conformance with the Contract Documents upon Substantial Completion, to results of subsequent tests and inspections, to minor deviations from the GENERAL CONDITIONS URS Corporation 00700 - 28 Contract Documents correctable prior to completion and to specific qualifications expressed by the Architect. The issuance of a Certificate for Payment will further constitute a representation that the Contractor is entitled to payment in the amount certified. However, the issuance of a Certificate for Payment will not be a representation that the Architect has (1) made exhaustive or continuous on -site inspections to check the quality or quantity of the Work, (2) reviewed construction means, methods, techniques, sequences or procedures, or (3) made examination to ascertain how or for what purpose the Contractor has used money previously paid on account of the Contract Sum. 9.5 DECISIONS TO WITHHOLD CERTIFICATION 9.5.1 The Architect may decide not to certify payment and may withhold a Certificate for Payment in whole or in part, to the extent reasonably necessary to protect the Owner, if in the Architect's opinion the representations to the Owner required by Subparagraph 9.4.2 cannot be made. If the Architect is unable to certify payment in the amount of the Application, the Architect will notify the Contractor and Owner as provided in Subparagraph 9.4.1. If the Contractor and Architect cannot agree on a revised amount, the Architect will promptly issue a Certificate for Payment for the amount for which the Architect is able to make such representations to the Owner. The Architect may also decide not to certify payment or, because of subsequently discovered evidence or subsequent observations, may nullify the whole or a part of a Certificate for Payment previously issued, to such extent as may be necessary in the Architect's opinion to protect the Owner from loss because of: .1 defective Work not remedied; .2 third party claims filed or reasonable evidence indicating probable filing of such claims; .3 failure of the Contractor to make payments properly to Subcontractors or for labor, materials or equipment; .4 reasonable evidence that the Work cannot be completed for the unpaid balance of the Contract Sum; .5 damage to the Owner or another contractor; .6 reasonable evidence that the Work will not be completed within the Contract Time, and that the unpaid balance would not be adequate to complete the Work and to cover actual or liquidated damage for the anticipated or .7 persistent failure to carry out the Work in accordance with the Contract Documents. 9.5.2 When the above reasons for withholding certification are removed, certification will be made for amounts previously withheld. 9.6 PROGRESS PAYMENTS 9.6.1 After the Architect has issued a Certificate for Payment, the Owner shall make payment in the manner and within the time provided in the Contract Documents, and shall so notify the Architect. 9.6.2 The Contractor shall promptly pay each Subcontractor, upon receipt of payment from the Owner, out of the amount paid to the Contractor on account of such Subcontractor's portion of the Work, the amount to which said Subcontractor is entitled, reflecting percentages actually retained from payments to the Contractor on account of such Subcontractor's portion of the Work. The Contractor shall, by appropriate agreement with each Subcontractor, require each Subcontractor to make payments to Sub -subcontractors in similar manner. GENERAL CONDITIONS URS Corporation 00700 - 29 9.6.4 Neither the Owner nor the Architect shall have an obligation to pay or to see to the payment of money to a Subcontractor, Sub - subcontractor or material supplier. 9.6.5 The payment of any Application for Payment prior to Final Acceptance of the Work by the Owner shall in no way constitute an acknowledgement of the acceptance of the Work, or in any way prejudice or affect the obligation of the Contractor to repair, correct, renew, or replace, at Contractor's expense, any defects or imperfections or design errors or omission in the design, construction, or in the strength or quality of the equipment or materials used in or about the construction of the Work under Contract and its appurtenances nor any damage due or attributed to such defects, which defect, imperfection, or damage shall have been discovered on or before the Final Acceptance of the Work. The Contractor shall be liable to the Owner for failure to correct same as provided herein. 9.6.6 A Certificate for Payment, a progress payment, or partial or entire use or occupancy of the Project by the Owner shall not constitute acceptance of Work not in accordance with the Contract Documents. 9.6.7 The Owner may deduct from the balance due the Contractor under the provisions of the Contract Documents, any liquidated damages which may have accrued. 9.6.8 Provision for assessment of liquidated damages for delay shall in no manner affect the Owner's right to terminate the Contract as provided in Article 14 of the General Conditions or elsewhere in the Contract Documents. The Owner's exercise of the right to terminate shall not release the Contractor for it's obligation to pay said liquidated damages in the amounts set out in the Agreement. 9.7 SUBSTANTIAL COMPLETION 9.7.1 Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so the Owner can occupy or utilize the Work for its intended use. 9.7.2 When the Contractor considers that the whole Work, or a portion thereof designated in the Contract Documents for separate completion, is substantially complete and the premises comply with Paragraph 3.15.1, the Contractor shall submit to the Architect; (1) the permits and certificates referred to in Paragraph 13.5.4, and (2) the Contractor's request for inspection by the Architect. The Architect will then make an inspection to determine whether the Work or designated portion thereof is substantially complete. If the Architect's inspection discloses any item which is not in accordance with the requirements of the Contract Documents, the Architect will then prepare and submit to the Contractor a comprehensive list of items to be completed and/or corrected. The Contractor shall proceed promptly to complete and correct items on the list before issuance of the Certificate of Substantial Completion. The Contractor shall then submit a request for another inspection by the Architect to determine Substantial Completion. Repeat inspections shall be performed prior to issuance of the Certificate of Substantial Completion. All Work items or Contract Requirements which remain incomplete/unsatisfied at the Date of Substantial Completion will form the initial "punch list" for Final Acceptance. GENERAL CONDITIONS URS Corporation 00700 - 30 When the Work or designated portion thereof is substantially complete, the Architect will prepare a Certificate of Substantial Completion which shall establish; the date of Substantial Completion, responsibilities of the Owner and Contractor for security, maintenance, heat, utilities, damage to the Work; and insurance. All Warranties required by the Contract Documents shall commence on the date of Final Completion and Acceptance. The Certificate of Substantial Completion shall be submitted to the Owner and Contractor for their written acceptance of responsibilities assigned to them in such Certificate. 9.7.3 Upon Substantial Completion of the whole Work and upon application by the Contractor and certification by the Architect, the Owner shall make payment, reflecting adjustment in retainage, if any, for such Work as provided in the Contract Documents. 9.7.4 After Substantial Completion of the whole Work, the Architect may, at the Architect's discretion and with the consent of the Contractor's Surety, approve an Application for Payment from which will be retained an amount not less than twice the contract value or twice the estimated cost, whichever is greater, of the Work remaining to be done. Remaining retainage will be released with Final Payment after Final Completion and Acceptance of the whole Work. 9.8 PARTIAL OCCUPANCY OR USE 9.8.1 The Owner or separate contractors may occupy or use any completed or partially completed portion of the Work at any stage. Such partial occupancy or use may commence whether or not the portion is substantially complete. When the Contractor considers a portion substantially complete, the Contractor shall prepare and submit a list to the Architect as provided under Subparagraph 9.7.2. 9.8.2 Immediately prior to such partial occupancy or use, the Owner, Contractor and Architect shall jointly inspect the area to be occupied or portion of the Work to be used in order to determine and record the condition of the Work. 9.8.3 Unless otherwise agreed upon, partial occupancy or use of a portion or portions of the Work shall not constitute acceptance of Work not complying with the requirements of the Contract Documents. 9.9 FINAL COMPLETION AND FINAL PAYMENT 9.9.1 Upon receipt of written notice that the whole Work is ready for Final Inspection and Acceptance, the Architect will promptly make such inspection and, when the Architect finds the Work acceptable under the Contract Documents and the Contract fully performed, the Architect will promptly issue a Certificate of Final Completion and Acceptance which shall indicate the Date of Final Completion and Acceptance stating that to the best of the Architect's knowledge, information and belief, and on the basis of the Architect's observations and inspections, the Work has been completed in accordance with terms and conditions of the Contract Documents. The Architect's Final Certificate for Payment will constitute a further representation that conditions listed in Paragraph 9.9.1 as precedent to the Contractor's being entitled to Final Payment have been fulfilled. In the Final Certificate for Payment, the Architect will state the date on which the whole Work was fully complete and acceptable, which date shall be the date of Final Completion and Acceptance. 9.9.2 Neither final payment nor any remaining retained percentage shall become due until the Contractor submits to the Architect (1) an affidavit that payrolls, bills for materials and equipment, and other indebtedness connected with the Work for which the Owner or the Owner's property might be responsible or encumbered (less amounts withheld by Owner) have been paid or otherwise satisfied, (2) a certificate evidencing that insurance required by the Contract Documents to remain in force after final GENERAL CONDITIONS URS Corporation 00700 - 31 payment is currently in effect and will not be cancelled or allowed to expire until at least 30 days' prior written notice has been given to the Owner, (3) a written statement that the Contractor knows of no substantial reason that the insurance will not be renewable to cover the period required by the Contract Documents, (4) consent of surety, if any, to final payment and (5), if required by the Owner, other data establishing payment or satisfaction of obligations, such as receipts, releases and waivers of liens, claims, security interests or encumbrances arising out of the Contract, to the extent and in such form as may be designated by.the Owner. If the Contractor fails to furnish such releases or waivers as the Owner reasonably requires to satisfy the Owner that there are no outstanding liens, the Owner may require the Contractor, at the Contractor's expense, to furnish a bond satisfactory to the Owner to indemnify the Owner against such liens. If such lien remains unsatisfied after payments are made, the Contractor shall refund to the Owner all money that the Owner may be compelled to pay in discharging such lien, including all costs and reasonable attorneys' fees. Upon satisfactory Final Completion and Acceptance of all whole Work required by the Contract Documents, receipt of Notice of Final Completion and Acceptance from the Architect and compliance with Project Closeout of Section 01781 — Close-out Procedures, the Contractor shall make application for Final Payment in same format as Progress Payments. 9.9.3 Acceptance of final payment by the Contractor, a Subcontractor or material supplier shall constitute a waiver of claims by that payee except those previously made in writing and identified by that payee as unsettled at the time of final Application for Payment. Such waivers shall be in addition to the waiver described in Subparagraph 4.3.5. ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY 10.1 SAFETY PRECAUTIONS AND PROGRAMS 10.1.1 The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the performance of the Contract. 10.2 SAFETY OF PERSONS AND PROPERTY 10.2.1 The Contractor shall take reasonable precautions for safety of, and shall provide reasonable protection to prevent damage, injury or loss to .1 employees on the Work and other persons who may be affected thereby, .2 the Work and materials and equipment to be incorporated therein, whether in storage on or off the site, under care, custody or control of the Contractor or the Contractor's Subcontractors or Sub -subcontractors, .3 other property at the site or adjacent thereto, such as trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction; and 4 any other property of the Owner, whether or not forming part of the Work, located at the Site or adjacent thereto in areas to which the Contractor has access. 10.2.2 The Contractor shall give notices and comply with applicable laws, ordinances, rules, regulations and lawful orders of public authorities bearing on safety of persons or property or their protection from damage, injury or loss. GENERAL CONDITIONS URS Corporation 00700 - 32 10.2.3 The Contractor shall erect and maintain, as required by existing conditions and performance of the Contract, reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent sites and utilities. 10.2.4 When use or storage of explosives or other hazardous materials or equipment or unusual methods are necessary for execution of the Work, the Contractor shall exercise utmost care and carry on such activities under supervision of properly qualified personnel. 10.2.5 The Contractor shall promptly remedy damage and loss (other than damage or loss insured under property insurance required by the Contract Documents) to property referred to in Clauses 10.2.1.2, 10.2.1.3, and 10.2.1.4 caused in whole or in part by the Contractor, a Subcontractor, a Sub -subcontractor, or anyone directly or indirectly employed by any of them, or by anyone for whose acts that may be liable, except damage or loss solely attributable to acts or omissions of the Owner or Architect or anyone, directly or indirectly employed by either of them, or by anyone for whose acts either of them may be liable, and not attributable to the fault or negligence of the Contractor. The foregoing obligations of the Contractor are in addition to the Contractor's obligations under Paragraph 3.18. 10.2.6 The Contractor shall designate a responsible member of the Contractor's organization at the site whose duty shall be the prevention of accidents. This person shall be the Contractor's superintendent unless otherwise designated by the Contractor in writing to the Owner and Architect. 10.2.7 The Contractor shall not load or permit any part of the construction or site to be loaded so as to endanger its safety. 10.2.8 The Contractor shall comply with the provisions of the Occupational Safety and Health Act of 1970, 84 Stat. 1190, 29 U.S.C. 611 et. seq. (as amended), and applicable regulations and requirements under said act. The Contractor shall maintain an accurate record of all accidents causing death, traumatic injury, occupational disease, or damage to property, materials, supplies and equipment incidental to Work performed under this Contract. 10.2.9 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 Architect has witnessed or otherwise referenced their location and shall not move until directed. 10.2.10 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 the Contractor's 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. 10.2.11 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 nonexecution thereof by the Contractor, Contractor shall restore, at the Contractor's own expense, such property to a condition similar or equal to that existing before such damage or injury was done, by repairing, or otherwise restoring as may be directed, or Contractor shall make good such damage or injury in an acceptable manner. GENERAL CONDITIONS URS Corporation 00700 - 33 10.2.12 Work that is to remain in place which is damaged or defaced by reason of Work performed under this Contract shall be restored at no additional cost to the Owner. 10.2.13 Until the Architect's Final Written Acceptance of the whole Work, excepting only those portions of the Work accepted in accordance with Paragraph 9.7.2 herein, 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 or the elements or from any other cause, whether arising from the execution or from the nonexecution or the Work. The Contractor shall rebuild, repair, restore, and make good all injuries or damages to any portion of the Work occasioned by any of the above causes before Final Completion and shall bear the expense thereof. 10.2.14 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 the Contractor's 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, seedings, and sod dings furnished under the Contract, and shall take adequate precautions to protect new tree growth and other important vegetative growth against injury. 10.2.15 The Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. The Contractor shall be responsible to the Owner for the acts and omissions of all Contractor's employees and subcontractors, their agents and employees, and all other persons performing any of the Work under a contract with the Contractor. 10.3 EMERGENCIES 10.3.1 In an emergency affecting safety of persons or property, the Contractor shall act, at the Contractor's discretion, to prevent threatened damage, injury or loss. Additional compensation or extension of time claimed by the Contractor on account of an emergency shall be determined as provided in Paragraph 4.3 and Article 7. ARTICLE 11 INSURANCE AND BONDS 11.1 CONTRACTOR'S LIABILITY INSURANCE 11.1.1 The Contractor shall purchase from and maintain in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located such insurance as will protect the Contractor from claims set forth below which may arise out of or result from the Contractor's operations under the Contract and for which the Contractor may be legally liable, whether such operations be by the Contractor or by a Subcontractor or by anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable: 1 claims under workers' or workmen's compensation, disability benefit and other similar employee benefit acts which are applicable to the Work to be performed; .2 claims for damages because of bodily injury, occupational sickness or disease, or death of the Contractor's employees: GENERAL CONDITIONS URS Corporation 00700 - 34 .3 claims for damages because of bodily injury, sickness or disease, or death of any person other than the Contractor's employees; .4 claims for damages insured by usual personal injury liability coverage which are sustained (1) by a person as a result of an offense directly or indirectly related to employment of such person by the Contractor, or (2) by another person; .5 claims for damages, other than to the Work itself, because of injury to or destruction of tangible property, including loss of use resulting therefrom; .6 claims for damages because of bodily injury, death of a person or property damage arising out of ownership, maintenance or use of a motor vehicle; and .7 claims involving contractual liability insurance applicable to the Contractor's obligations under Paragraph 3.18. 11.1.2 The insurance required by Subparagraph 11.1.1 shall be written for not less than the following, or as required by law, whichever coverage is greater. Coverages, whether written on an occurrence or claims -made basis, shall be maintained without interruption from date of commencement of the Work until date of Final Payment and termination of any coverage required to be maintained after Final Payment. .1 Worker's Compensation: State: Statutory . Employer's Liability: $500,000 Each Accident $500,000 Policy Limit $500,000 Each Employee .2 Comprehensive General Liability (including Premises Operations; Blanket Contractual, Personal Injury, Products and Completed Operations; Expanded Definition of Property Damage): Bodily Injury & Property Damage: $1,000,000 Combined Single Limit Products Liability & Completed Operations: $1,000,000 Each Accident Products and Completed Operations to be maintained for three (3) years after Final Payment. Provide Damage Liability Insurance which will provided X, C, or U coverage. 3 Fire & Extended Coverage: An amount equal to 100% of the value of the improvements (facilities). .4 Comprehensive Automobile Liability: Bodily Injury: $500,000 Each Person $1,000,000 Each Occurrence Property Damage: $1,000,000 Each Occurrence 11.1.2 Certificates of Insurance acceptable to the Owner shall be tiled with the Owner prior to commencement of the Work. These Certificates and the insurance policies required by this Paragraph 11.1 shall contain a provision that coverages afforded under GENERAL CONDITIONS URS Corporation 00700 - 35 the policies will not be cancelled or allowed to expire until at least 30 days' prior written notice has been given to the Owner. If + any of the foregoing insurance coverages are required to remain in force after final payment and are reasonably available, all additional certificate evidencing continuation of such coverage shall be submitted with the final Application for Payment as required by Subparagraph 9.9.2. Information concerning reduction of coverage shall be furnished by the Contractor with reasonable promptness in accordance with the Contractor's information and belief. 11.2 OWNER'S LIABILITY INSURANCE 11.2.1 The Owner shall be responsible for purchasing and maintaining the Owner's usual liability insurance. Optionally, the Owner may purchase and maintain other insurance for self-protection against claims which may arise from operations under the Contract. The Contractor shall not be responsible for purchasing and maintaining this optional Owner's liability insurance unless specifically required by the Contract Documents. 11.3 PROPERTY INSURANCE 11.3.1 Unless otherwise provided, the Owner shall purchase and maintain, in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located, property insurance in the amount of the initial Contract Sum as well as subsequent modifications thereto for the entire Work at the site on a replacement cost basis without voluntary deductibles. Such property insurance shall be maintained, unless otherwise provided in the Contract Documents or otherwise agreed in writing by all persons and entities who are beneficiaries of such insurance, until final payment has been made as provided in Paragraph 9.9 or until no person or entity other than the Owner has an insurable interest in the property required by this Paragraph 11.3 to be covered, whichever is earlier. This insurance shall include interests of the Owner, the Contractor, Subcontractors and Sub -subcontractors in the Work. 11.3.1.1 Property insurance shall be on an all-risk policy form and shall insure against the perils of fire and extended coverage and physical loss or damage including, without duplication of coverage, theft, vandalism, malicious mischief, collapse, false -work, temporary buildings and debris removal including demolition occasioned by enforcement of any applicable legal requirements, and shall cover reasonable compensation for Architect's services and expenses required as a result of such insured loss. Coverage for other perils shall not be required unless otherwise provided in the Contract Documents. 11.3.1.2 If the Owner does not intend to purchase such property insurance required by the Contract and with all of the coverages in the amount described above, the Owner shall so inform the Contractor in writing prior to commencement of the Work. The Contractor may then effect insurance which will protect the interests of the Contractor, Subcontractors and Sub -subcontractors in the Work, and by appropriate Change Order the cost thereof shall be charged to the Owner. If the Contractor is damaged by the failure or neglect of the Owner to purchase or maintain insurance as described above, without so notifying the Contractor, then the Owner shall bear all reasonable costs properly attributable thereto. 11.3.1.3 If the property insurance requires minimum deductibles and such deductibles are identified in the Contract Documents, the Contractor shall pay costs not covered because of such deductibles. If the Owner or insurer increases the required minimum deductibles above the amounts so identified or if the Owner elects to purchase this insurance with voluntary deductible amounts, the Owner shall be responsible for payment of the additional costs not covered because of such increased or voluntary deductibles. If deductibles are not identified in the Contract Documents, the Owner shall pay costs not covered because of deductibles. GENERAL CONDITIONS URS Corporation 00700 - 36 11.3.1.4 Unless otherwise provided in the Contract Documents, this property insurance shall cover portions of the Work stored off the site after written approval of the Owner at the value established in the approval, and also portions of the Work in transit. 11.3.2 Boiler and Machinery Insurance. The Owner shall purchase and maintain boiler and machinery insurance required by the Contract Documents or by law, which shall specifically cover such insured objects during installation and until final acceptance by the Owner; this insurance shall include interests of the Owner, Contractor, Subcontractors and Sub -subcontractors in the Work, and the Owner and Contractor shall be named insureds. 11.3.3 Loss of Use Insurance. The Owner, at the Owner's option, may purchase and maintain such insurance as will insure the Owner against loss of use of the Owner's property due to fire or other hazards, however caused. The Owner waives all rights of action against the Contractor for loss of use of the Owner's property, including consequential losses due to fire or other hazards however caused. 11.3.4 If the Contractor requests in writing that insurance for risks other than those described herein or for other special hazards be included in the property insurance policy, the Owner shall, if possible, include such insurance, and the cost there of shall be charged to the Contractor by appropriate Change Order. 11.3.5 If during the Project construction period the Owner insures properties, real or personal or both, adjoining or adjacent to the site by property insurance under policies separate from those insuring the Project, or if after final payment property insurance is to be provided on the completed Project through a policy or policies other than those insuring the Project during the construction period, the Owner shall waive all rights in accordance with the terms of Subparagraph 11.3.7 for damages caused by fire or other perils covered by this separate property insurance. All separate policies shall provide this waiver of subrogation by endorsement or otherwise. 11.3.6 Before an exposure to loss may occur, the Owner shall file with the Contractor a copy of each policy that includes insurance coverages required by this Paragraph 11.3. Each policy shall contain all generally applicable conditions, definitions, exclusions and endorsements related to this Project. Each policy shall contain a provision that the policy will not be cancelled or allowed to expire until at least 30 days' prior written notice has been given to the Contractor. 11.3.7 Waivers of Subrogation. The Owner and Contractor waive all rights against (1) each other and any of their subcontractors, sub - subcontractors, agents and employees, each of the other, and (2) the Architect, Architect's consultants, separate contractors described in Article 6, if any, and any of their subcontractors, sub -subcontractors, agents and employees, for damages caused by fire or other perils to the extent covered by property insurance obtained pursuant to this Paragraph 11.3 or other property insurance applicable to the Work, except such rights as they have to proceeds of such insurance held by the Owner as fiduciary. The Owner or Contractor, as appropriate, shall require of the Architect, Architect's consultants, separate contractors described in Article 6. if any, and the subcontractors, sub -subcontractors, agents and employees of any of them, by appropriate agreements, written where legally required for validity. similar waivers each in favor of other parties enumerated herein. The policies shall provide such waivers of subrogation by endorsement or otherwise. A waiver of subrogation shall be effective as to a person or entity even though that person or entity would otherwise have a duty of indemnification, contractual or otherwise, did not pay the insurance premium directly or indirectly, and whether or not the person or entity had an insurable interest in the property damaged. GENERAL CONDITIONS URS Corporation 00700 - 37 11.3.8 A loss insured under Owner's property insurance shall be adjusted by the Owner as fiduciary and made payable to the Owner as fiduciary for the insureds, as their interests may appear, subject to requirements of any applicable mortgagee clause and of Subparagraph 11.3.10. The Contractor shall pay Subcontractors their just shares of insurance proceeds received by the -- Contractor, and by appropriate agreements, written where legally required for validity, shall require Subcontractors to make payments to their Sub -subcontractors in similar manner. 11.3.9 If required in writing by a party in interest, the Owner as fiduciary shall, upon occurrence of an insured loss, give bond for proper performance of the Owner's duties. The cost of required bonds shall be charged against proceeds received as fiduciary. The Owner shall deposit in a separate account proceeds so received, which the Owner shall distribute in accordance with such agreement as the parties in interest may reach. If after such loss no other special agreement is made, replacement of damaged property shall be covered by appropriate Change Order. 11.3.10 The Owner as fiduciary shall have power to adjust and settle a loss with insurers. 11.3.11 Partial occupancy or use in accordance with Paragraph 9.8 shall not commence until the insurance company or companies providing property insurance have consented to such partial occupancy or use by endorsement or otherwise. The Owner and the Contractor shall take reasonable steps to obtain consent of the insurance company or companies and shall, without mutual written consent, take no action with respect to partial occupancy or use that would cause cancellation, lapse or reduction of insurance. 11.4 PERFORMANCE BOND AND PAYMENT BOND 11.4.1 The Contractor shall furnish Payment and Performance Bonds on the approved Bond Forms provided by the Owner in the full amount of the Proposal for the Payment Bond and in the same amount for the Performance Bond, with a Surety or Sureties for the full and faithful performance of the Work. The Surety on any bond shall be a Corporate Surety authorized to write that type of bond through a resident agent of the corporation located in the State of Florida. Bonds are to be furnished to the Owner prior to the commencement of Work. A Bond Affidavit on the form contained in the Contract Documents shall be attached to the Surety Bonds. 11.4.2 Upon the request of any person or entity appearing to be a potential beneficiary of bonds covering payment of obligations arising under the Contract, the Contractor shall promptly furnish a copy of the bonds or shall permit a copy to be made. 11.4.3 If the Surety on any Bond furnished b the Contractor is declared a bankrupt or become insolvent or its right to do business is terminated in an state where any part of the Work is located or it ceases t be licensed to conduct business in the state where the Work is located, the Contractor shall, at Contractor's own cost within five (5) days thereafter, substitute another Bond and Surety, both of which shall be acceptable to the Owner. The Contractor shall provide a Performance Bond and Labor and Material Bond, each in the amount of one -hundred percent (100%) of the Contract Sum written by Surety licensed to do business in the State of Florida. 1 Attorneys -in -fact who sign Proposal Bonds or Performance Bonds shall file with such bond a Certified Copy of their Power of Attorney to sign such Bond. GENERAL CONDITIONS URS Corporation 00700 - 38 11.4.4 Qualifications of Surety Companies -In order to be acceptable to the Owner, a Surety Company issuing proposal Bonds, or one -hundred percent (100%) Performance/Payment Bonds called for in these Specifications shall meet and comply with the following minimum standards; .1 Surety shall be admitted to do business in the State of Florida. .2 Surety shall have been in business and have a record of successful continuous operations for the last five (5) years. .3 Surety shall be listed as a company holding Certificates of Authority as acceptable sureties on federal bonds and as acceptable reinsuring companies as shown in the current Federal Register. The amount of Bond issued pursuant to this Contract shall not exceed the underlying limitation in the Federal Register for that Surety. .4 Surety shall also have a current rating by A.M. Best Company of "B+" up to $2,500,000.00 bond amount and " A" if Over $2,500,000.00 bond amount. .5 Surety must be a "responsible" Surety Company at the time of the Bond execution. Should the Surety lose its Certificate of Authority according to the current Federal Register, published by the U.S. Department of the Treasurer, or should its Best's rating be reduced below "B+", either or both, the Owner shall have the right to require a change of Surety to an acceptable Surety Company. .6 The life of the Bonds shall contain a waiver of alteration to terms of the Contract, extensions of time and/or other forbearance on the part of the Owner. 11.4.6 In the event Bonds, in accordance with the provisions of this Paragraph, are not provided, the Owner shall have the right to reject the Bid or annul the award. 11.4.7 Bond coverage shall be adjusted during the term of the Construction Contract to reflect additions made by Change Orders. ARTICLE 12 UNCOVERING AND CORRECTION OF WORK 12.1 UNCOVERING OF WORK 12.1.1 If a portion of the Work is covered contrary to the Architect's request or to requirements specifically expressed in the Contract Documents, it must, if required in writing by the Architect, be uncovered for the Architect's observation and be replaced at the Contractor's expense without change in the Contract Time. 12.1.2 If a portion of the Work has been covered which the Architect has not specifically requested to observe prior to its being covered, the Architect may request to see such Work and it shall be uncovered by the Contractor. I f such Work is in accordance with the Contract Documents, costs of uncovering and replacement shall, by appropriate Change Order, be charged to the Owner. If such Work is not in accordance with the Contract Documents, the Contractor shall pay such costs unless the condition was caused by the Owner or a separate contractor in which event the Owner shall be responsible for payment of such costs. GENERAL CONDITIONS URS Corporation 00700 - 39 12.2 CORRECTION OF WORK 12.2.1 The Contractor shall promptly correct Work rejected by the Architect or failing to conform to the requirements of the Contract Documents, whether observed before or after Final Completion and Acceptance and whether or not fabricated, installed or completed. The Contractor shall bear costs of correcting such rejected Work, including additional testing and inspections and compensation for the Architect's services and expenses made necessary thereby. 12.2.2 If, within one (1) year after the Date of Final Completion and Acceptance of the Whole Work or within such longer period of time as may be prescribed by law or by the terms of any applicable special warranty required by the Contract Documents; any of the Work is found to be defective or not in accordance with the Contract Documents, the Contractor shall correct it promptly after receipt of a written notice from the Owner to do so. This obligation shall survive termination of the Contract. The Owner shall give such notice promptly after discovery of the condition. 12.2.3 The Contractor shall remove from the site portions of the Work which are not in accordance with the requirements of the Contract Documents and arc neither corrected by the Contractor nor accepted by the Owner. 12.2.4 If the Contractor fails to correct nonconforming Work within a reasonable time, the Owner may correct it in accordance with Paragraph 2.4. If the Contractor does not proceed with correction of such nonconforming Work within a reasonable time fixed by written notice from the Architect, the Owner may remove it and store the salvable materials or equipment at the Contractor's expense. If the Contractor does not pay costs of such removal and storage within ten days after written notice, the Owner may upon ten additional days' written notice sell such materials and equipment at auction or at private sale and shall account for the proceeds thereof, after deducting costs and damages that should have been borne by the Contractor, including compensation for the Architect's services and expenses made necessary thereby. If such proceeds of sale do not cover costs which the Contractor should have borne, the Contract Sum shall be reduced by the deficiency. If payments then or thereafter due the Contractor are not sufficient to cover such amount, the Contractor shall pay the difference to the Owner. 12.2.5 The Contractor shall bear the cost of correcting destroyed or damaged construction, whether completed or partially completed, of the Owner or separate contractors caused by the Contractor's correction or removal of Work which is not in accordance with the requirements of the Contract Documents. 12.2.6 Nothing contained in this Paragraph 12.2 shall be construed to establish a period of limitation with respect to other obligations which the Contractor might have under the Contract Documents. Establishment of the time period of one year as described in Subparagraph 12.2.2 relates only to the specific obligation of the Contractor to correct the Work, and has no relationship to the time within which the obligation to comply with the Contract Documents may be sought to be enforced, nor to the time within which proceedings may be commenced to establish the Contractor's liability with respect to the Contractor's obligations other than specifically to correct the Work. 12.2.7 Upon completion of the whole Work, the Architect and the Owner will expeditiously make final inspection in accordance with Section 01781 — Close-out Procedures, 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 whole Work, nor shall the Owner be precluded or stopped from recovering from the Contractor or Contractor's Surety, or both, such overpayment as may be sustained, or by failure on the part of the Contractor to fulfill Contractor's obligations under GENERAL CONDITIONS URS Corporation 00700 - 40 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 substantial breach. 12.2.8 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 to the Owner's rights under any warranty or guaranty. 12.3 ACCEPTANCE OF NONCONFORMING WORK 12.3.1 If the Owner prefers to accept Work which is not in accordance with the requirements of the Contract Documents, the Owner may do so instead of requiring its removal and correction, in which case the Contract Sum will be reduced as appropriate and equitable. Such adjustment shall be effected whether or not final payment has been made. ARTICLE 13 MISCELLANEOUS PROVISIONS 13.1 GOVERNING LAW 13.1.1 The Contract shall be governed by the law of the place where the Project is located. 13.2 SUCCESSORS AND ASSIGNS 13.2.1 The Owner and Contractor respectively bind themselves, their partners, successors, assigns and legal representatives to the other party hereto and to partners, successors, assigns and legal representatives of such other party in respect to covenants, agreements and obligations contained in the Contract Documents. Except as hereinafter provided, neither party to the Contract shall assign the Contract or sublet it as a whole without the written consent of the other, nor shall the Contractor assign any monies due or to become due to Contractor hereunder, without the previous written consent of the Owner. If either party attempts to make such an assignment without such consent, that party shall nevertheless remain legally responsible for all obligations under the Contract. 13.2.2 The Owner reserves the right to transfer its interests herein to any other governmental body set up, or authorized by law, to operate the facility. 13.3 WRITTEN NOTICE 13.3.1 Written notice shall be deemed to have been duly served if delivered in person to the individual or a member of the firm or entity or to an officer of the corporation for which it was intended, or if delivered at or sent by registered or certified mail to the last business address known to the party giving notice. 13.4 RIGHTS AND REMEDIES 13.4.1 Except as otherwise provided in the Contract Documents, Duties and obligations imposed by the Contract Documents and rights and remedies available thereunder shall be in addition to and not a limitation of duties, obligations, rights and remedies otherwise imposed or available by law. GENERAL CONDITIONS URS Corporation 00700 - 41 13.4.2 No action or failure to act by the Owner, Architect or Contractor shall constitute a waiver of a right or duty afforded them under the Contract, nor shall such action or failure to act constitute approval of or acquiescence in a breach thereunder, except as may be specifically agreed in writing. 13.4.3 Default or Waiver: Continued performance by the Owner as to the terms of this Contract after default by the Contractor shall not be deemed a Waiver by the Owner of the right to cancel for any subsequent default. Inspections, measurements or certificates issued by the Owner, payments of money, acceptance of any Work, grants of any extension of time, or any other action taken by the Owner, shall not operate as a waiver of any provisions of the Contract or any power therein reserved to the Owner of any rights to damages therein provided. Any waiver of any breach of Contract shall not be held to be a waiver of any other or subsequent breach. 13.5 TESTS AND INSPECTIONS 13.5.1 Tests, inspections and approvals of portions of the Work required by the Contract Documents or by laws, ordinances, rules, regulations or orders of public authorities having jurisdiction shall be made at an appropriate time. Unless otherwise provided, the Contractor shall make arrangements for such tests, inspections and approvals with an independent testing laboratory or entity selected by the Architect or the Owner, or with the appropriate public authority other than the Owner. The Contractor shall give the Architect timely notice of its readiness so the Architect may observe such inspections, tests or approval conducted by public authorities other than the Owner. The Contractor shall give the Architect timely notice of when and where tests and inspections are to be made so the Architect may observe such procedures. 13.5.2 If the Architect. Owner or other public authorities having jurisdiction determine that portions of the Work require additional testing inspection or approval not included under Subparagraph 13.5.1, the Architect will, upon written authorization from the Owner instruct the Contractor to make arrangements for such additional testing, inspection or approval and the Contractor shall give timely notice to the Architect of when and where tests and inspections are to be made so the Architect may observe such procedures. The Owner shall bear such costs except as provided in Subparagraph 13.5.3. 13.5.3 If such procedures for testing, inspection or approval under Subparagraphs 13.5.1 and 13.5.2 reveal failure of the portions of the Work to comply with requirements established by the Contract Documents, the Contractor shall bear all costs made necessary by such failure including those of repeated procedures and compensation for the Architect's services and expenses. 13.5.4 The Contractor shall secure and promptly deliver to the Architect any required certificates of testing, inspection or approval, any occupancy permits, any certificates of final inspection of any part of the Contractor's Work and any operating permits for any mechanical apparatus, such as elevators, boilers, air compressors, etc., which may be required by law to permit full use and occupancy of the premises by the Owner. Receipt of such permits or certificates by the Architect shall be a condition precedent to Substantial Completion of the Work or designated portion thereof. 13.5.5 Tests or inspections conducted pursuant to the Contract Documents shall be made promptly to avoid unreasonable delay in the Work. 13.5.6 Notwithstanding any dispute which may arise out of the Work, the Contractor shall carryon the Work and maintain effective progress to complete same within the Contract Time(s) set forth in the Contract Documents. GENERAL CONDITIONS URS Corporation 00700 - 42 ARTICLE 14 TERMINATION OR SUSPENSION OF THE CONTRACT 14.2 TERMINATION BY THE OWNER FOR CAUSE 14.2.1 If the Contractor is adjudged bankrupt, or if the Contractor makes a general assignment for the benefit of the Contractor's creditors. or if a receiver is appointed on account of the Contractor's insolvency, or if the Contractor persistently or repeatedly refuses or fails, except in cases for which extension of time is provided, to supply enough properly skilled workmen or proper materials, or if the Contractor fails to make prompt payment to Subcontractors or for materials or labor, or persistently disregards laws ordinances, rules, regulations or orders of any public authority having jurisdiction, or disregards al instruction, order or decision of the Architect, 01 otherwise is guilty of a substantial violation of and provision of the Contract, or any of the following occur then the Contractor shall be in default. Fails to begin the Work under the Contract within the time(s) specified in the "Notice to Proceed", or .2 Performs the Work unsuitable or neglects or refuses to remove materials or to perform anew such Work as may be rejected as unacceptable and unsuitable, or .3 Discontinues the prosecution of the Work, or .4 Fails to resume Work which has been discontinued within a reasonable time after notice to do so, or .5 For any other cause whatsoever fails to carry on the Work in an acceptable manner. Should the Architect consider the Contractor in default of the Contract for any reason herein before, the Architect will immediately give notice to the Contractor and the Contractor's Surety as to the reasons for considering the Contractor in default and the Owner's intentions to terminate the Contract. If the Contractor or Surety, within a period of ten (10) calendar days after such notice, does not proceed in accordance therewith, then the Owner, upon certification by the Architect that sufficient cause exists to justify such action, may, without prejudice to any other right or remedy and upon written notice to the Contractor and Contractor's Surety, take possession of all materials, tools, appliances, equipment and machinery and vehicles, offices and other facilities of the Project Site, and all materials intended for the Work wherever stored, and within seven (7) calendar days after such notice, the Owner may terminate the employment of the Contractor and finish the Work by whatever method the Owner may deem expedient. In such case the Contractor shall not be entitled to receive any further payment until the Work is completed. The Owner shall be entitled to collect from the Contractor all direct, indirect, and consequential damages suffered by the Owner on account of the Contractor's default, including without limitation, additional services and expenses of the Architect made necessary thereby. The Owner shall be entitled to hold all amounts due the Contractor at the date of termination until all of the Owner's damages have been established, and to apply such amounts to such damages. 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. If it is determined that the Contractor was not in default pursuant to this Provision, then the termination will revert to a termination for convenience under Paragraph 14.3.1. GENERAL CONDITIONS URS Corporation 00700 - 43 14.2.2 Termination of the Contractor's employment hereunder shall not relieve the Contractor or Contractor's Surety of liability for past and future damages and losses incurred by the Owner on account of any act, omission, or breach by the Contractor. Liability for liquidated damages, if any, shall continue to accrue as set forth in the Contract Documents. 14.2.3 The Owner shall terminate the Contract or portion thereof by written notice when the Contractor is prevented from proceeding with the Construction Contract as a direct result of an Executive Order of the President with respect to the prosecution of war or in the interest of national defense. 14.2.4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work, including compensation for the Architect's services and expenses made necessary thereby, such excess shall be paid to the Contractor. If such costs exceed the unpaid balance, the Contractor shall pay the difference to the Owner. The amount to be paid to the Contractor or Owner, as the case may be, shall be certified by the Architect, upon application, and this obligation for payment shall survive termination of the Contract. 14.3 SUSPENSION BY THE OWNER FOR CONVENIENCE 14.3.1 The Owner may, without cause, order the Contractor in writing to suspend, delay or interrupt the Work in whole or in part for such period of time as the Owner may determine. 14.3.2 An adjustment shall be made for increases in the cost of performance of the Contract, including profit on the increased cost of performance, caused by suspension, delay or interruption. No adjustment shall be made to the extent. .1 that performance is, was or would have been so suspended, delayed or interrupted by another cause for which the Contractor is responsible; or .2 that an equitable adjustment is made or denied under another provision of this Contract. -- 14.3.3 Adjustments made in the cost of performance may have a mutually agreed fixed or percentage fee. GENERAL CONDITIONS URS Corporation 00700 - 44 i In O 00901 — Contract Forms Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation SECTION 00901 CONTRACT FORMS Document Number Document Descriution AIA Document G-701 Change Order AIA Document G-702 Application and Certification for Payment AIA Document G-703 Continuation Sheet AIA Document G-704 Certificate of Substantial Completion AIA Document G-706 Contractor's Affidavit of Payment of Debts and Claims AIA Document G-706A Contractor's Affidavit of Release of Liens AIA Document G-707 Consent of Surety to Final Payment AIA Document G-707A Consent of Surety to Reduction in or Partial Release of Retainage AIA Document G-709 Proposal Request AIA Document G-710 Architect's Supplemental Instructions AIA Document G-714 Construction Change Directive CSI Form 1.5A Subcontractors and Major Materials Suppliers List CSI Form 13.1A Substitution Request CSI Form 13.2A Request for Interpretation CSI Form 13.6A Change Order Request CSI Form 14.1A Punch List CONTRACT FORMS URS Corporation 00901 - 1 THIS PAGE INTENTIONALLY LEFT BLANK CONTRACT FORMS URS Corporation 00901 - 2 CHANGE OWNER ❑ ORDERARCHITECT CONTRACTOR DO AIA DOCUMENT G701 FIELD O OTHER (] PROJECT: (name, address) TO CONTRACTOR: (name, address) The Contract is changed as follows: CHANGE ORDER NUMBER: DATE: ARCHITECT'S PROJECT NO: CONTRACT DATE: CONTRACT FOR: Not valid until signed by the Owner, Architect and Contractor. The original (Contract Sum) (Guaranteed Maximum Price) was ..................... S Net change by previously authorized Change Orders ............................... S The (Contract Sum) (Guaranteed Maximum Price) prior to this Change Order was .......... S The (Contract Sum) (Guaranteed Maximum Price) will be (increased) (decreased) (unchanged) by this Change Order in the amount of . ....................... .. S The new (Contract Sum) (Guaranteed Maximum Price) including this Change Order will be .. S The Contract Time will be (increased) (decreased)(unchanged) by ( ) days The date of Substantial Completion as of the date of this Change Order therefore is NOTE This summary does not reflect changc, in the Contrtet Sum, Contrict Time or Guaranteed Ma7ciniu n Price which h:rve been authunicd Im t onStruoion Change Directive. ARCHITECT CONTRACTOR 0WNER Address — — Address Address --- -- BY _ BY -- — _ BY _ -- DATE DATE __ DATE -- 1 i CAUTION: You should sign an original AIA document which has this caution printed in red. An original assures that changes will not be obscured as may occur when documents are reproduced. AIA DOCUMENT G701 • CHANGE ORDER • I )i7 EDITION • ALAS • p 1987 • THE AMERICAN INSTITUTE OF ARCHITECTS, M5 NEW YORK AVE. N.W., WASHINGTON, D.C. 11NX)6 G701-1987 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. � 7 N a N to O N C G r' n a 0 0 0 0 cn H 3 :r D o 60 '^ Z m O 3 c m m D 3 a. to o 0 0. 0ry o m — 7 7 O n o 3 m N O - _0 A 3 E � v w 0. 0 c a _ 20 � 0 � m m v D _m n 0 7 y �x A0 C1 o n or 0 0 0 0 v x '< o ,9 o f m N 0 fn N j O 0 v =. d � Q Q cr W z O O E- ra Mp v v Q C 7 p9-C cTa 7 cE>°-° bwA V Lo°u:° y� 1110 V « vc3 o 00 E a_ [ O C o v v° C A V ° u a b ,uU cd U U 'LS >` O v v 0 v r O p N ty ty Is v W r;a� yv� v C.0 y C ap p p w O o f �an� �" CO y QG V W C V ° a v G O C v G w 'VO w a 0 E 0. C •- w0 �' O O 9,0 Z!G O W V O po�y0. U. -0 P, `� vci U W 'LS O C V o O LL. v v m v : i. L p, C Ao'>c 0 c°O W �j F- B o G u G¢ o i " v 6 O �i .. > ate, i C u C r a O i lj W O v G C p U s v C L o a° o > Vu -z: W .2 O c y o y 4 N == ovo =[ w~ Q o o Ao�o U L p 0 a v ce O ro Ci CS F. ti A W v« t oC �� W �-0 cc,: 00 A C (.' 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O m U 9 O O O O a 0 a m n N S 2E y 7 Z t H !� O m 0 u c m c d A 3 — ny °r o 0 a Drcm m c o N y Q >>o' < c o o 3 m m O C C a 7 C:1 d 93c 2S c o �. �g n o c' G O o O � 7 W L v OZ u m ° S w ' C 00 N � 7C yr E �g O U y V 7 O Z25 O a F u a o �o o 0m c o 4 0 _ < V O n 7 v Z L m az Y — << Z wig V ww Z:� xa �aa w� �w W U TV x zoz� m wU U o 'I' v c7 A A .alw-awl;, 0 CL V) E :OQOA Ua z w 0000 �a�ZA Q O a w x O „ x x 0_0 O „ O '3 >I^w a O U + a_ �aQ O° a< u. Q .w' w V C] w) x V v; 0 0 m z O j r2 � W A � I I wo a N a) Of 0 V- C; P n a W C N E 7 O c d L 3 O 0 O W E a0 a o � oY ? za c � � d F r O t _o co 0 ar rn � � L cm m 3 m e � z,� a 33 0 W z't c rn _z o U C • di Q v � � T O d m _C 0 a '> d Q 2S c �o 0 yy u x T O « '0 m • � L V DZ U e = L �Q 3 `3 c d E C c 7 O O Q -o c Z �o 0 v c �z cc �z10, W 40 Iz f� ,< Z .14 QO Q ry N_ T 7 " O m c ? a =aa 0 0 0 U1 m C lea m O a n O' O 0 z 5t0 c_ d m/° 3 o' IVn 7 m A O N1 7 7 O 0 3 j N a, 7 n �^3c n c CL _. 20 � 0 A m x D a 0 .7 CERTIFICATE OF OWNER ❑ SUBSTANTIAL COMPLETION ARCHITECT ❑ CONTRACTOR ❑ AIA DOCUMENT G704 FIELD ❑ (Instructions on reverse side) OTHER ❑ PROJECT: PROJECT NO.: (Name and address) CONTRACT FOR: CONTRACT DATE: TO O\VNER. TO CONTRACTOR: (Name and address) (Name and address) DATE OF ISSUANCE: PROJECT OR DESIGNATED PORTION SHALL INCLUDE: The Work performed under this Contract has been reviewed and found, to the Architect's best knowledge, information and belief, to be substantially complete. Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so the Owner can occupy or utilize the Work for its intended use The date of Substantial Completion of the Project or portion thereof designated above is hereby established as which is also the dare of commencement of applicable warranties required by the Contract Documents, except as stated below A list of items to he completed or corrected is attached hereto. The failure to include and items on such list does not alter the respon- sibility of the Contractor to complete all Work in accordance with the Contract Documents. ARCHITECT BY The Contractor will complete or correct the V(Iork on the list of items attached hereto within the above date of Substantial Completion. CONTRACTOR BY DATE DATE, days from The Owner accepts the Vitork or designated portion thereof as substantially complete and will assume full possession thereofdate)` (time) on O\ti'NER BY DATE The responsibilities of the Owner and the Contractor for security, maintenance, heat, utilities, damage to the Mork and insurance shall be as follu-s :ontractor's legal and insurance counsel should determine and review insurance requirements and coverage) (Note —Owners and < CAUTION: You should use an original AIA document which has this caution printed in red. An original assures that changes will not be obscured as may occur when documents are reproduced. AIA DOCUMENT G704 • CERTIFICATE OF SUBSTANTIAL COMPLETION • 1992 EDITION • AIA- • ©I992 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006-5292 WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. G704-1992 CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS AIA .Document G706 (Instructions on reverse side) TO OWNER: (Name and address) PROJECT: (Name and address) STATE OF: COUNTY OF: OWNER ❑ ARCHITECT ❑ CONTRACTOR ❑ SURETY ❑ OTHER ❑ ARCHITECT'S PROJECT NO.: CONTRACT FOR: CONTRACT DATED: The undersigned here[)% certifies that, except as listed below, payment has been made in full and all obligations have otherwise been satisfied for all materials and equipment furnished, for all work, labor, and services performed, and for all known indebtedness and claims against the Contractor for damages arising in any manner in connection with the performance of the Contract referenced above for which the Owner or Owner's property might in any way be held responsible or encumbered. EXCEPTIONS: SUPPORTING DOCUMENTS ATTACHED HERETO: 1. Consent of Suret} to Final Payment. Vlienever Surety is involved, Consent of Surety is required. ALA Document 6707, Consent of Surety. may be used for this purpose. Indicate attachment- ❑ ves ❑ no Thefollowing supponing documents should be eruached bereto if required by the Ouwe7- 1. Contractor's Release or Waiver of Liens, conditional upon receipt of final payment. 2. Separate Releases or \Yiaivers of Liens from Subcontractors and material and equipment suppliers, to the extent required by the Owner, accompanied by a list thereof 3. Contractor's Affidavit of Release of Liens (MA Document G706A). CONTRACTOR (Name and address) BY: (Signature ojaulbonzed re presentauve J Wnrued name and title) Subscribed and sworn to before me on this date Notary Public: My Commission Expires: CAUTION: You should sign an original AIA document that has this caution printed in red. An original assures that changes will not be obscured as may occur when documents are reproduced. See Instruction Sheet for Limited License for Reproduction of this document. AIA DOCUMENT G706 • CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS 1994 EDITION • -AP, • 01994 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, NW, WASHINGTON, D.C. 20006-5292 • WARNING: Unlicensed photocopying ..� violates U.S. copyright laws and will subject the violator to legal prosecution. G706 —1994 0 �. CONTRACTOR'S AFFIDAVIT OF OWNER ❑ _ RELEASE OF LIENS ARCHITECT a CONTRACTOR ❑ AIA Document G706A SURETY ❑ (Instructions on reverse side) OTHER ❑ TO OWNER: ARCHITECT'S PROJECT NO.: (Name and address) PROJECT (Name aml address) CONTRACT FOR: CONTRACT DATED: C N .. Er N 7rn� tD a d STATE OF: N o iv COUNTY OF: c ? a 0aa TIiC undersigned hereby certifies that to the best of the undersigned's knowledge, information and belief, except as listed below, the 9 °m $ Releases or Waivers of Lien attached hereto include the Contractor, all Subcontractors, all suppliers of materials and equipment, and all 7 � 3 performers of Work, labor or services who have or may have liens or encumbrances or the right to assert liens or encumbrances against any property of the Owner arising in any manner out of the performance of the Contract referenced above. 60 y Z H O EXCEPTIONS: o d f 0 3 - W 0 o a 7 10 M O m 7 7 O o 3 N 7 N e � 3 c � � m °a Q c a _. " o _ 1 7 7 �p x X SUPPORTING DOCUMENTS ATTACHED HERETO: CONTRACTOR: (Name and address) = -" 1. Contractor's Release or Waiver of Liens, conditional upon m = receipt of final payment. 1D o a o- 2. Separate Releases or Waivers of Liens from Subcontractors $ i and material and equipment suppliers, to the extent •c y required by the Owner, accompanied by a list thereof. BY: =_ o (S{gnature o%authonzed rep esentative) F � 7 N O T. —' N z O m (Punted name and title) � of -02 Subscribed and sworn to before me on this date: m m Notary Public My Commission Expires: ®I I CAUTION: You should sign an original AIA document that has this caution printed in red. An original assures that changes will not be obscured as may occur when documents are reproduced. See Instruction Sheet for Limited License for Reproduction of this document. AIA DOCUMENT G706A • CONTRACTOR'S AFFIDAVIT OF RELEASE OF LIENS • 1994 EDITION • *AIA • 01994 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE. NW, WASHINGTON, D.0 20006-5292 • WARNING: Unlicensed photocopying G706A-1994 violates U.S. copyright laws and will subject the violator to legal prosecution. CONSENT OF SURETY OWNER ❑ ARCHITECT ❑ TO FINAL PAYMENT CONTRACTOR ❑ AIA Document G707 SURETY ❑ (Instructions on reverse side) OTHER ❑ TO OWNER: ARCHITECT'S PROJECT NO.: (Name and address) PROJECT: (Mime and address) CONTRACT FOR CONTRACT DATED: tn�� (p N 7 � ? N Contract between the Owner and the Contractor as indicated above, the In accordance with the provisions of the a (huert name and address ojSureh) 0 01 O m C ? a Dart 0 0 0 woC Zr 7 3 m ° = SURER . 60 N z o on bond of O -' (insert name and address ofCont actor) C m � 3 -. d 0 0 a 7 m N O W n 7 O n' O 3 m - m CONTRAcroR. a� hereby approves of the final payment to the Contractor, and agrees that final payment to the Contractor shall not relieve the Surety of _. ';av H am of its obligations to °c A D (Imwrr name and address of Oumer) 0 o g m A x v D rr —0 N Vj OWNER, H = ro as set forth in said Surety's bond d 2 'a O c 0 0 v x o IN WITNESS WHEREOF, the Surety has hereunto set its hand on this date: ='D (Insert in uniting the montb followed by the numeric date and year.) O f� 7 N O N A j O d (Surety) y m n M tD Attest: (Seal): AIA (Signature of authorized representative) (Printed name and title) CAUTION: You should sign an original AIA document that has this caution printed in red. An original assures that changes will not be obscured as may occur when documents are reproduced. See Instruction Sheet for Limited License for Reproduction of this document. AIA DOCUMENT G707 • CONSENT OF SURETY TO FINAL PAYMENT • 1994 EDITION • `AIA 01994 • THE AMERICAN INSTiTUtE OF ARCHITECTS, 1735 NEW YORK AVENUE, NW, WASH- INGTON, D.C. 20006-5292 • WARNING: Unlicensed photocopying violates U.S. copy- right laws and will subject the violator to legal prosecution. G707-1994 CONSENT OF SURETY TO REDUCTION IN OWNER ❑ OR PARTIAL RELEASE OF RETAINAGE ARCHITECT ❑ AL4 Document G707A CONTRACTOR ❑ SURETY ElOTHER (Instructions on reverse side) ❑ TO OWNER: ARCHITECT'S PROJECT NO.: (Name and address) CONTRACT FOR: PROJECT: CONTRACT DATED: (Name and address) N N � n accordance with the provisions of the Contract between the Owner and the Contractor as indicated above, the N Onsen name and address of Surerr) m m nCL — 7 � O tJ O 7 Q __ = aa o' 0 0 SURETt', N H 0 on bond of (Insen name andaddress of Contractor) 60 m Y� Z m O E3 m`D3 CONTRACTOR. m o hereby approves the reduction in or partial release of retainage to the Contractor as follows: > a R m 0 3 Q. _. 0 D 3 c � � N The Surety agrees that such reduction in or partial release of retainage to the Contractor shall not relieve the Surety of any of its C j o a Obligations t0..,.— D (lnsen mine and address of Owner) O � D A 0 -m w OWNER, 0x 0d as set fonh in said Surety's bond_ o c 0 0 00 IN \VITNESS WHEREOE, the Surety has hereunto set its hand on this date: .0 x - — (lncen in writing the month followed br the numeric date and ivar) j p f � 7 � _ 0 1D 0 O O (.Surer) 1 � m 3 � (Signature ofautbotized representative) Attest: (Seal): (Printed name and title) I I CAUTION: You should sign an original AIA document that has this caution printed in red. An original assures that changes will not be obscured as may occur when documents are reproduced. See Instruction Sheet for Limited License for Reproduction of this document. A AIA DOCUMENT G707A • CONSENT OF SURELY TO REDUCTION IN OR PARTIAL. RELEASE OF RETAINAGE • 1994 EDITION • 'ALA ' 01994 • THE AMERICAN INS TTUrE OF ARCHITECTS, 1735 ' NEW YORK AVENUE, NW, WASHINGTON, D.C. 20006-5292 • WARNING: Unlicensed photocopying G707A-1994 '"= violates U.S. copyright laws and will subject the violator to legal prosecution. .� PROPOSAL REQUEST AIA Document G709 (Instructions on reverse side) PROJECT: (Name and address) OWNER: (Name andaddress) TO CONTRACTOR: (Name and address) OWNER ❑ ARCHITECT ❑ CONSULTANT ❑ CONTRACTOR FIELD ❑ OTHER ❑ PROPOSAL REQUEST NO.: DATE OF ISSUANCE: CONTRACT FOR: CONTRACT DATED: ARCHITECT'S PROJECT NO.: ARCHITECT: (Name and address) Please submit an itemized proposal for changes in the Contract Sum and Contract Time for proposed modifications to the Contract Documents described herein. Submit proposal within days, or notify the Architect in writing of the date on which you anticipate submitting your proposal. THIS IS NOT A CHANGE ORDER, A CONSTRUCTION CHANGE DIRECTIVE OR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED IN THE PROPOSED MODIFICATIONS. Description: (Msert a urritien description ofthe lrbrk.) Attachments: (list attached documents that support description) REQUESTED BY: (Signature) (Printed name and title) I CAUTION: You should sign an original AIA document which has this caution printed in red. An original assures that changes will not be obscured as may occur when documents are reproduced. See Instruction Sheet for Limited License for Reproduction of this document. AIA DOCUMENT G709 • PROPOSAL REQUEST • 1993 EDITION • AIA' • 01993 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., R WASHINGTON. D.C. 20006-5292 • WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. G709-1993 Owner ❑ ARCHITECT'S Architect ❑ SUPPLEMENTAL INSTRUCTIONS Consultant ❑ Contractor ❑ Field ❑ AIA DOCUMENT G710 (Instructions on reverse side) Other ❑ ARCHITECT'S SUPPLEMENTAL C41 PROJECT: INSTRUCTION NO: » .. (name, address) DATE OF ISSUANCE: OWNER: ARCHITECT: - - TO: (Contractor) r 0 ARCHITECT'S PROJECT NO: =r CONTRACT FOR: o rn m a' CONTRACT DATED: may. o m 'c P a in with the following supplemental instructions issued in accordance with the Contract » 0 0. The Work shall be carried out accordance in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions = n Documents without change that there will be no change in the Contract Sum or Contract Time. 'o 3 indicates your acknowledgement 60 N _ Description: ' ' Z 3�DO o' 3 � m m e =m0 o d = > > o iio 3 A y0 7 N cL CL c cL _. " o � m m � D n Attachments: (Here insert listing of documents that support description.) _A ci mx Am 0 a or o o o 0 a x .� o _ � c f m :r a o c m � — o °— v m m � ISSUED BY: Architect ECAUTION: You should sign an original AIA document which has this caution printed in red. An original assures that changes will not be obscured as may occur when documents are reproduced: AIA DOCUMENT G710 • ARCHITEcr's SUPPLEMENTAL INSTRUCTIONS • 1992 EDITION • AIA* • ©1992 THE AMERICAN INSTITUTE OF ARCHITECTS, he � wW wM ubp�.,t � Hl�MWtO �• 2 G710-1992 WARNING: Urdlceraed ph0t)coPl'1n9 CONSTRUCTION OWNER ❑ CHANGE ARCHITECT ❑ CONTRACTOR ❑ DIRECTIVE FIELD El OTHER ❑ AIA DOCUMENT C714 (htstrucrions on reverse side. This drxument replaces AIA Drxurmni G71 3. Construction Change Audurrizalion ) PROJECT: DIRECTIVE NO: (name, address) DATE TO CONTRACTOR: ARCHITECT'S PROJECT NO: (name, address) CONTRACT DATE: CONTRACT FOR: You are hereby directed to make the following change(s) in this Contract: PROPOSED ADJUSTMENTS I The proposed basis trf adjustment to the Contract sum or Guaranteed Maximum Price is: Ll Lump sum (increase) (decrease) of 3 Unit Price ni S_ per L) as provided in Subparagraph 7.3.6 of AIA Document A201, 1987 edition. C as foIlotrs 2 The Contract 'Time is proposed to (be adjusted) (remain unchanged). The proposed adjustment, if any, is (an increase of days) (a decrease (t( days). Signature by the Contractor indicates the Con tractor's agreement with the proposed adjust ments in Contract Sum and Contract Time set forth in this Construction Change Directive CONTRACTOR Address BY DATE When signed by the Owner and Architect and received by the Contractor, this document becomes effective IMMEDIATELY as a Construction Change Directive (CCD), and the Contractor shall proceed with the change(s) described above. ARCHITECT OWNER Address Address BY DATE BY DATE MCAUTION: You should sign an original AIA document which has this caution printed in red. An original assures that changes will not be obscured as may occur when documents are reproduced. AIA DOCUMENT G714 • CONSTRUCTION CHANGE DIRECTIVE • 1987 EDITION • AIA• • © 1987 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, NW.. WASHINGTON. D.C. 2t1IXK G714-1987 WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal Prosecution. O 0 N Z �aO c_ m m 0 3 2 m o 0 0. 7 9 A 0 m > > o �03 CL n � 3 c v v w °W� C. c a 00 0' 7 m � x a D n � _0 a S m m o Q. n O 0 0 a >s 0 � o f � ze o F ,0 o° m tj 1 o a z U_ o ii F •s Advanoenwd Ted-orow SUBSTITUTION REQUEST (After the Bidding Phase) Project: To: Re: Substitution Request Number: From: Date: A/E Project Number: Contract For: Specification Title: Description: Section: Page: Article/Paragraph: Proposed Substitution: Manufacturer: Trade Name: Address: Installer: Address: History: ❑ New product ❑ 2-5 years old ❑ Differences between proposed substitution and t® ❑ Point -by -point Reason for not providing Similar Installation: Project: Address: - REQUIRED BY A/E Proposed substitution affects other parts of Work: Architect: Owner: Date Installed: ❑ No ❑ Yes; explain years old Savings to Owner for accepting substitution: (S Proposed substitution changes Contract Time: ❑ No ❑ Yes [Add] [Deduct] days. Supporting Data Attached: ❑ Drawings ❑ Product Data ❑ Samples ❑ Tests ❑ Reports ❑ O Copyright 1996, Construction Specifications Institute, Page 1 of 2 September 1996 601 Madison Street, Alexandria, VA 22314-1791 Se SeForm 13.1 A Advancement of Q nstrue8on TechnohW REQUEST FOR INTERPRETATION Project: R.F.I. Number: From: To: Date: A/E Project Number: Re: Contract For: Specification Section: Paragraph: Drawing Reference: Detail: Request: Signed by: Response: ❑ Attachments Response From: To: Date Rec'd: Date Ret'd: {� Signed by: .— Copies: ❑ Owner ❑ Consultants ❑ ❑ ❑ ❑ ❑ File O Copyright 1994, Construction Specifications Institute, Page 1 of _ July 1994 601 Madison Strect, Alexandria, VA 22314-1791 CS1 Form 13.2A Advwxwnent Of Tech—ADgY CHANGE ORDER REQUEST (PROPOSAL) Project: Change Order Request Number: From (Contractor): To: Date: A/E Project Number: Re: Contract For: This Change Order Request (C.O.R.) contains an itemized quotation for changes in the Contract Sum or Contract Time in response to proposed modifications to the Contract Documents based on Proposal Request No. Description of Proposed Change: Attached supporting information or ❑ Supplier ❑ ❑ Reason For Change: Does Proposed Change involve a change in Contract Sum? ❑ No ❑ Yes tInause] [Decrease] Does Proposed Change involve a change in Contract Time? ❑ No ❑ Yes [Increase] [Decrease] days. Attached pages: Cr Proposal Worksheet Summary: ❑ Proposal Worksheet Detail(s): Signed by: Copies: ❑ Owner ❑ Consultants ❑ ❑ ❑ ❑ ❑ File Copyright 1994, Construction Specifications Institute, Page I of _ July 1994 601 Madison Street, Alexandria, VA 22314-1791 CSI Form 13.6A U� n I V I I E z o _ O u v a U O d w O C E • r c a 3 0 R Division 1 — General Requirements General Requirements The Jones Payne Group This page intentionally left blank. General Requirements The Jones Payne Group 01100 — Summary General Requirements The Jones Payne Group This page intentionally left blank. General Requirements The Jones Payne Group SECTION 01100 SUMMARY PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 WORK COVERED BY CONTRACT DOCUMENTS Project Identification: The Work under this contract consists of all labor, materials, and equipment necessary for making improvements to the acoustical performance of the residential dwellings listed herein. A. Project Location: City of Key West, Florida, for the following Residences: 1 Bauer 70440 1723 Jamaica Drive, Key West, Florida 2 Bamgarten 70660 1712 Jamaica Drive, Key West, Florida 3 De Viddio 70420 3017 Airport Boulevard, Key West, Florida 4 Burris 70400 1724 Bahama Drive, Key West, Florida 5 Liz -Trujillo 71140 1613 Trinidad Drive, Key West, Florida 6 Lutz 71090 1618 Trinidad Drive, Key West Florida 7 Di Salvo 71080 1616 Trinidad Drive, Key West, Florida 8 Murphy, Jr. 71100 2925 Airport Boulevard, Key West, Florida 9 Kolb/Rispoli 70430 3013 Airport Boulevard, Key West, Florida 10 Roach 70670 1716 Jamaica Drive, Key West, Florida SUMMARY The Jones Payne Group 001100 - 1 11 Roberts 70670 2937 Airport Boulevard, Key West, Florida 12 Rodriguez 71110 2929 Airport Boulevard, Key West, Florida 13 Sands 70710 1631 Venetian Drive, Key West, Florida 14 Wolford 71070 1614 Trinidad Drive, Key West, Florida 15 Whiteside 70130 1735 Bahama Drive, Key West, Florida 16 Wussow 70450 1721 Jamaica Drive, Key West, Florida 17 Jaycocks 70140 1731 Bahama Drive, Key West, Florida 18 Sipos 70150 1727 Bahama Drive, Key West, Florida 19 Garcia 70590 3005 Airport Boulevard, Key West, Florida 20 Rioseco 71150 1612 Venetian Drive, Key West, Florida 21 Holmes 70720 1627 Venetian Drive, Key West, Florida 22 O'Berry 71130 1617 Trinidad Drive, Key West, Florida B. Sponsor: Monroe County Board of County Commissioners (BOCC) c/o Key West International Airport 3491 S. Roosevelt Boulevard Key West, FL 33040 D. Sponsor's URS Corporation Representative: Attention: Deborah Murphy 7650 W. Courtney Campbell Causeway Tampa, FL 33607 E. Homeowner Terrell Hundley Carroll Liaison: Sugarloaf Corporate Center 2160 Satellite Blvd. Duluth, GA 30097 SUMMARY The Jones Payne Group 001100 - 2 F. Project Carrie Freije, Airport Noise Program Coordinator Office: c/o Key West International Airport 3491 S. Roosevelt Blvd. Key West, FL 33040 G. Architect: Michael K. Payne The Jones Payne Group 334 Boylston St Boston MA 02216 H. Resident: The Jones Payne Group Inspector: 334 Boylston St Boston MA 02216 I. Engineer: R.C.T. Engineering 701 Northpoint Parkway, Suite 205 West Palm Beach, FL 33407 J. Acoustical Wyle Laboratories Engineer: 2001 Jefferson Davis Highway, Suite 701, Arlington, VA 22202 K. Architect Identification: Volume 1: Division 1 - General Requirements and Volume 2: Technical Specifications, Divisions 2-16; Architectural Drawings and Details dated June 21, 2001, were prepared for the Project by The Jones Payne Group at 344 Boylston St. Boston, Ma. 02116 as the Architect on this project. L. The Work consists of noise insulation measures including but not necessarily limited to the following: 1. The Work will include the replacement of window units; replacement and/or addition of storm shutters; replacement of exterior door leaves and/or door units; replacement and/or addition of storm doors; weather-stripping; caulking; new mechanical and electrical systems; plaster walls and ceilings; and other sound -mitigating measures. 2. The Work will also include the demolition and removal of designated elements of the existing construction and temporary weatherproof enclosures as required. 3. This work shall include all related work incidental to the above -described work, the Contractor shall carefully examine the work site and base his/her proposal on a thorough investigation of existing conditions and how existing conditions will affect the work. 4. The overall objective of the Sponsor is to achieve quantitative noise reductions in selected homes most affected by the aircraft operations. Toward this end, the program provides for the improvement of openings in the exterior envelope using known technology and quality workmanship. The purpose of this project is to account for existing noise and demonstrate the benefits in noise reduction that have occurred based on the improvements in the building envelope that were made. Sound testing will occur when each of the residences are completed 5. Small openings, cracks, and gaps can be significant sound leaks and effect test results. Special attention will be given to caulking where called for, as well as careful alignment of building elements. SUMMARY The Jones Payne Group 001100 - 3 1.3 CONTRACT A. Project will be constructed under a general construction contract. 1.4 WORK SEQUENCE: COMMENCEMENT, SCHEDULE AND COMPLETION OF WORK A. The Work shall be conducted in One (1) phase. B. The successful bidder shall furnish the Sponsor's Representative with four (4), copies of the bonds and all insurance certificates See General Conditions Section 00700, Article 11 Insurance and Bonds prior to the time of signing the contract. The cost of such bonds and -- insurance shall be included in the unit bid prices. C. The Contractor shall commence the work of preparing all submittals, required under Volume 1: Division 1 — General Requirements and Volume 2: Technical Specifications, Divisions 2- 16; Architectural Drawings and Details within ten (10) calendar days after the date of the Notice to Proceed. D. No work at the site, or storage of materials thereon, will be permitted prior to the scheduled start of construction at any given residence. After such time, all work at the site, or storage of materials thereon, may be performed Monday through Friday of each week, between the hours of 8:00 am and 5:00 pm only, excluding holidays. E. Notice to Proceed shall be issued immediately upon execution of the contract to permit the taking of measurements, preparation of shop drawings, and procurement of materials. Actual construction work shall not commence before January 1, 2002. All work must be totally complete, including all punch list items, within fifty (50) calendar days. It is anticipated that the given time for completion of the work under this contract is more than adequate and that the work will be performed only during those days and hours as indicated. Should it be necessary to work on Saturdays, or before 8:00 am, or after 5:00 pm. the Contractor shall obtain written consent from the Architect and each affected Homeowner. G. The objective is to make all improvements to each residential dwelling as specified in these Documents with the minimum inconvenience to each Homeowner. H. The Contractor shall substantially complete all work at each residence within ten (10) working days, excluding Punch List items. I. Liquidated damages have been included in this contract and are calculated at the rate of $ 125.00 per day for any residence that exceeds the time frame allocated to reach substantial completion and $ 1000.00 per day for exceeding the total number of calendar days in the contract. J. The Sponsor reserves the right if the contractor is not performing, to assume the work, or portions of the work and deduct the value based on the associate actual costs. K. Once work has commenced at any given residence, the Contractor shall work continuously and uninterrupted at the residence, according to the work hours established in Section 01100, _ Paragraph 1.4: WORK SEQUENCE: COMMENCEMENT, SCHEDULE AND COMPLETION OF WORK, until all work at the residence has been completed. SUMMARY The Jones Payne Group 001 100 - 4 _ L. The Contractor shall prepare a Construction Schedule based on the above parameters showing all specified items and required submittals per residence for approval by the Architect prior to the commencement of the work. M. All scheduling shall be coordinated through the Architect and the Homeowner Liaison. It will be necessary to alter schedules to suit the availability of Homeowners and/or residents. N. The proposed schedule for each residence shall be confirmed with the Homeowner and/or residents a minimum of two (2) weeks prior to the proposed commencement of work at the site. through the Architect and the Sponsor's Representative. Every effort shall be made to coordinate and accommodate the residents. O. If construction is scheduled through the Christmas holiday season, the Contractor shall terminate all construction activity between Christmas and New Year's holidays, including observed holiday dates. Construction starts will not be permitted Thanksgiving week. All new construction starts, during the holiday period shall be scheduled to achieve a Substantial Completion prior to Thanksgiving and/or Christmas. P. Any alteration in schedule must be approved by the Architect at least seven (7) days prior to its rescheduled commencement. Q. Punch list items shall be addressed immediately by the Contractor at each residence upon receipt of a written list from the Architect. The Contractor shall complete all items on the list within three (3) working days so as to minimize inconvenience and annoyance to the affected residence. The contractor shall be responsible for scheduling the work with the Homeowner and notifying the Homeowner Liaison. Once the punch list is complete, the Superintendent shall notify the Homeowner Liaison to schedule the final inspection. R. The Contractor and shall attend a "Pre -construction walk-through" at which time site dimensions shall be taken. The Contractor shall be required to have a representative from the major manufacturers (Doors / Windows) accompany them on the "Pre -construction walk through" with the Architect, Engineer, Resident Inspector and Homeowner Liaison for each residence in the package, which may be in conjunction with the Contractor taking site dimensions. The "Pre - construction walk-through" shall be scheduled by the Contractor at the convenience of Architect, Homeowner Liaison and Homeowner. The proposed schedule for Pre -Construction Walks should reflect a minimum one (1) hour visit per residence. All outstanding construction issues that could potentially affect the construction schedule will be identified at this time and will be reflected in the shop drawing process for the Architect's review. S. When measuring for replacements units, confirming installation details or as directed by the Architect, the Contractor shall remove exterior or interior casings as required to verify the rough opening dimensions. New units shall be sized to fit rough opening per agreed upon installation detail. Contractor to re -install / patch and repair trim once measurements have been taken. T. The Contractor shall, within (10) calendar days after the Pre -Construction Walks, submit shop drawings for the individual residences. The Contractor shall coordinate with the Homeowner Liaison to schedule and conduct another "Pre -construction walk-through" 48 hours in advance of construction for each residence in the package to clarify that the Homeowner is prepared and the pre -work responsibilities have been completed. The Contractor shall confirm with the Homeowner Liaison no less than seven (7) days prior to the commencement of work at each residence, and with Homeowner no less than 48 hours in advance of the commencement. The Contractor and Homeowner Liaison shall review with the Homeowner the following: SUMMARY The Jones Payne Group 001100 - 5 a. Construction sequencing (windows, doors, mechanical, drywall etc) b. Scheduled Contractor access to the premises C. Substantial Completion, Punch -list, Final Completion and Warranty. The Contractor shall prepare a memorandum subject to the Sponsor's Representative's. Architect's and Homeowner Liaison's review and comment which outlines the above mentioned items. Said memo shall be left with the Homeowner during the 48-hour visits and posted for tenants where absentee landlords are encountered. V. Final Inspection: the Contractor shall notify the Homeowner Liaison and Architect when the punch -list is complete and the residence is ready for acoustical post testing. Final Inspections will occur on a single day at two (2) week intervals within one (1) week after the first notification. The Homeowner Liaison shall schedule and coordinate a final inspection with the Architect. Engineer, Homeowner and Contractor. The Contractor shall provide the Superintendent and a carpenter at the final inspection to verify completion and take care of any unresolved issues The contractor shall provide the record drawings (with all changes annotated) and photographs for review at the final inspection. W. Acoustical Post Testing. After the Final Inspection when the Architect, Homeowner Liaison and Homeowner have certified completion, the residence may be acoustically post tested. Should the improvements fail to meet the acoustical objectives known for a specific treatment, the Architect may order further corrective measures to be undertaken by the Contractor. Testing will be performed by the Acoustical Engineer. 1.5 SPECIFICATION FORMATS AND CONVENTIONS A. Specification Format: The Specifications are organized into Divisions and Sections using the 16-division format and CSI/CSC's "MasterFormat" numbering system. B. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows: Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates. 2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted. a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase. 1.6 ASBESTOS CONTAINING MATERIALS A. The Contract work may require the removal, alteration or disposal of asbestos cement siding materials. Where such work is required, the Contractor shall perform the work in accordance with all applicable local, state and federal regulations regarding such work at no additional cost to the Sponsor. SUMMARY The Jones Payne Group 001100 - 6 1.7 LEAD PAINT A. Lead Paint may be present at doors, windows, woodwork, and other materials that may be disturbed by the work of this contract. The Contractor shall perform the work in accordance with the requirements of the "Pre -Renovation Lead Information Rule" (Toxic Substances Control Act. Section 406 b), including but not limited to, the procurement and distribution of the lead hazard information pamphlet "Protect Your Family From Lead in Your Home" as referenced therein and at no additional cost to the Sponsor. The Pre -Renovation Notification form shall be used to document notification efforts. The Contractor shall obtain two (2) copies of all signed Pre - Renovation Notifications Forms. One of the two (2) signed forms shall be forwarded to the Sponsor's Representative. B. The Contractor shall make advance notifications to Homeowners and tenants no more than sixty (60) days prior to commencement of renovation activities. Advance notifications shall include any renovation activities that were previous canceled or postponed during the prior 60- day notification period. The Contractor shall obtain two (2) copies of all signed Renovation Notice forms. One (1) of the two (2) signed forms shall be forwarded to the Sponsor's Representative. C. In addition to the Pre -Renovation Notification and Renovation Notice forms, the Contractor shall also document procedures used for delivering notices. The Record of Tenant Notification Procedures form, included herein, shall be used to document procedures. The Contractor shall forward a copy of all Record of Tenant Notification Procedures forms to the Sponsor's Representative. D. Measures to control stray dust and chips shall be practiced. Such measures shall include but not be limited to the following: 1. The wetting down of all work surfaces prior to scoring/cutting. 2. The wetting down of all work surfaces requiring significant demolition prior to commencement. 3. Turning off ventilation systems prior to construction. 1.8 MISCELLANEOUS PROVISIONS A. Furniture Moving: The Contractor shall be prepared to provide a total of forty-six (46) hours of labor, (2 hours per house) when directed by the Architect for the moving of furniture in work areas covered under this contract. B. Disturbances: The committing of nuisances on the subject properties and adjacent property shall be rigorously prohibited and adequate steps shall be taken to prevent it. Any employee found violating this provision shall be discharged and not employed again on work under this Contract. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01100 SUMMARY The Jones Payne Group 001100 - 7 THIS PAGE INTENTIONALLY LEFT BLANK SUMMARY The Jones Payne Group 001100 - 8 01140 — Work Restrictions General Requirements The Jones Payne Group This page intentionally left blank. General Requirements The Jones Payne Group SECTION 01140 WORK RESTRICTIONS PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 USE OF PREMISES A. Use of Site: Limit use of premises to work in areas indicated. Do not disturb portions of site beyond areas in which the Work is indicated. 1. Homeowner Occupancy: Allow for Homeowner and/or tenant occupancy of site. 2. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to Homeowner, Homeowner's guests, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. a. Schedule deliveries to minimize use of driveways and entrances. b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on -site. B. Use of Existing Building: Maintain existing building in a weather -tight condition throughout construction period. Repair damage caused by construction operations. Protect building and its occupants during construction period. C. Sanitation: The Contractor shall be responsible for providing and maintaining adequate toilet facilities for his/her work crews and those of his/her Subcontractors. The method of providing sanitary facilities shall be acceptable to the Sponsor and the respective Homeowners. D. Water and Electricity: The Contractor will be responsible for providing water and electricity as may be required by the Contractor or by Subcontractors during the progress of the work, in a manner acceptable to the Sponsor and the respective Homeowners. E. Debris and Surplus Material: All debris and waste material, scrap or salvageable material generated by the construction and which is unsuitable for re -use shall be legally removed from the site by the Contractor on a daily basis, except for materials approved by the Sponsor to be retained by the Homeowner. Debris shall not be permitted to accumulate and the work shall be kept satisfactorily clean at all times. The Contractor shall provide clean up of all areas which his/her work or Subcontractors has dirtied to a vacuum clean condition at the end of each day. The Contractor shall make the utmost efforts to keep all areas of work and circulation clean, so as to cause the least possible disruption to dwelling unit occupants. Failure of the Contractor to provide satisfactory cleaning may result in the Sponsor or the Sponsor's Representative io direct others to clean up at the expense of the Contractor. The Contractor shall provide temporary floor covering to protect floors at entries, paths to work areas, and work areas. WORK RESTRICTIONS The Jones Payne Group 01140-1 1.3 OCCUPANCY REQUIREMENTS A. Full Homeowner and/or Tenant Occupancy: Homeowner and/or tenant will occupy site and existing building during entire construction period. The utmost in cooperation with the Homeowner and/or tenant is required during construction operations to minimize conflicts and facilitate Homeowner usage. Perform the Work so as not to interfere with Homeowner's and/or tenant's operations. 1.4 STORAGE OF MATERIALS AND EQUIPMENT A. Storage of materials and equipment for this work shall be permitted solely at the Contractor's risk and shall be limited to areas reviewed by the Architect. No liability or responsibility for said storage shall be placed on the Sponsor. Note that storage of materials will not be possible on Airport property as defined in the General Conditions, Section 700, Article 3 Contractor, Paragraphs 3.13, Use of site. As such storage will be required on private property. B. Store products at a storage shed/warehouse in a manner that will facilitate inspection and measurement of quantity or counting of units. Products shall be grouped by individual dwellings for verification purposes. 1.5 PROTECTION A. Protection of work shall be continuously maintained by the Contractor in such suitable form as will protect the work as a whole and in part, and adjacent property and improvements from accidents, injury, or damages. The Contractor shall properly protect the work with lights, guard rails, temporary covers and barricades; and shall brace and secure all parts of the work against _ storm and accident, and provide such additional forms of protection which may be necessary in the prevailing circumstances. Written permission must be obtained from the Sponsor Representative prior to leaving any opening (i.e. door, window, etc.) with temporary cover overnight, or during inclement weather. B. Protective measures may be required to adequately protect the public from hazards resulting from contract work, to exclude unauthorized persons from the work and shall be provided and maintained in good repair by the Contractor. When regulated by local building code or other authority, such requirements for protections shall be considered as minimum requirements and the Contractor shall be responsible for providing protection to meet such minimum requirements as may be required by public safety laws. C. The buildings and premises included in the scope of this contract are currently occupied. The work is to be done with as little inconvenience as reasonably possible and without danger to the people occupying the premises and the permanent structures within the project area. Special care must be exercised in the use of machinery so as not to constitute a source of danger or nuisance. The Contractor shall provide, install, and maintain temporary protection, in the form of tarps, pads, drop cloths, covers or other appropriate items so as to minimize as much as possible any damage to the premises or its contents. D. The Contractor shall take special measures to protect the occupants from noise, dust, and other — disturbances by: 1. Keeping common circulation areas clean and unobstructed. — 2. Insulating work areas from occupied portions as far as. possible. 3. Sealing dust and fumes from contaminating the adjacent and occupied spaces. WORK RESTRICTIONS The Jones Payne Group 01140-2 4. Removing all dirt, dust, and debris created by the work of the Contract on the premises by cleaning, vacuuming, and/or washing as required and as directed, in order to leave the site in as clean a condition as existed prior to the start of the work. 5. All habitable work areas shall be cleaned daily prior to acceptance with a vacuum that has a HEPA approved filter. E. The Contractor shall, for the duration of the construction period, provide in each dwelling unit a "Room of Refuge" which meets the following requirements: 1. "Room of Refuge" shall be an area free from construction and construction traffic. 2. "Room of Refuge" shall be an area mutually acceptable to the Homeowner, Contractor and the Architect. 3. The Contractor shall schedule construction to maintain a minimum of impact upon the "Room of Refuge" while insuring completion of work within the designated time period. 4. The "Room of Refuge" shall not be used by the Contractor for the storage of materials. 5. The "Room of Refuge" shall be sealed off from adjacent work areas with 6 mil plastic sheeting temporarily and continuously fastened at all openings. F. The Contractor shall take special measurements to protect product, integrity of installations, and occupants from inclement weather conditions with reference to, but not limited to the following: 1. All exposed openings not in progress of work are to be protected with 6 mil poly vapor barriers to prevent excessive conditioned air loss and secured against inclement weather. 2. Sealant and caulking when used under the environmental conditions outlined under Division 7 Thermal and Moisture Protection shall be stored and handled to prevent deterioration by keeping joint substrates and sealers protected and dry as required. 3. The Contractor is solely responsible for maintaining suitable temperature and ventilation for painting and staining work. All wood surfaces are to be pre -painted before installation. No exterior painting/staining shall be undertaken if air or surface temperature is below 50 degrees F nor immediately following rain or until frost, dew, or condensation has evaporated. A minimum interior temperature of 65 degrees F shall be maintained during application and drying of paint. Adequate ventilation shall be maintained at all times. 4. Installation of prime doors where air temperatures fall below 50 degrees F shall be done in such a way as to allow for proper finishing as outlined above. Contractor shall allow for reinstallation of existing doors once new leaves are fitted to allow for shop finishing. Unit replacements shall be shop finished prior to installation. 1.6 CONFLICT OF INTEREST A. In order to maintain the integrity of the schedule and to keep the lines of responsibility definite, the Contractor agrees not to enter into any Contract either verbal or written with the dwelling unit owners, involving the dwelling units covered by this Contract unless specifically approved otherwise by the Sponsor. This agreement shall remain intact throughout the duration of the Contract. 1.7 SCHEDULE A. Both the Overall Contract and the individual residences have schedule requirements, see Section 01100, Paragraph 1 4• WORK SEQUENCE: COMMENCEMENT, SCHEDULE AND COMPLETION OF WORK and Section 00700, Article 3.10 Contractors Construction Schedule. There will be a maximum of four (4) residence starts per week for the entire contract with a restriction that at no time, without written authorization by the Architect will there be more then eight (8) residences open that have not reached substantial completion. WORK RESTRICTIONS The Jones Payne Group 01140-3 1. The Contractor must submit a preliminary schedule indicating a proposed start, scheduled substantial completion, scheduled punch completion, scheduled final inspection and close out. The Schedule will be provided by the Contractor with the submittals and confirmed with the Homeowner, by the Homeowner Liaison no less then 4 weeks in advance of Construction. 2. The Contractor must confirm, in writing to the Architect, that all inventory has been received and verified prior to the house start. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01140 WORK RESTRICTIONS The Jones Payne Group 01140-4 01210 — Allowances IGeneral Requirements The Jones Payne Group This page intentionally left blank. General Requirements The Jones Payne Group SECTION 01210 ALLOWANCES PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements governing allowances. 1. Certain materials and equipment 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 additional information is available for evaluation. If necessary, additional requirements will be issued by Change Order. B. Types of allowances include the following: 1. Lump -sum allowances. 2. Contingency allowances. C. Related Sections include the following: 1. Division 1 Section "Contract Modification Procedures" for procedures for submitting and handling Change Orders. 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. 1.4 SUBMITTALS A. Submit proposals for purchase of products or systems included in allowances, in the form specified for Change Orders. 1.5 CONTINGENCY ALLOWANCES A. Use the contingency allowance only as directed by Architect for Sponsor's purposes and only by Change Orders that indicate amounts to be charged to the allowance. ALLOWANCES The Jones Payne Group 01210 - 1 B. Change Orders authorizing use of funds from the contingency allowance will include Contractor's related costs and reasonable overhead and profit margins. C. At Project closeout, credit unused amounts remaining in the contingency allowance to Sponsor by Change Order. 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 related work. 3.3 SCHEDULE OF ALLOWANCES A. Allowance No. 1: Include Contract Contingency Allowance as specified in Division 1 Section 00410 "Bid Form." B. Allowance No. 2: Include Lump Sum Allowance as specified in Division 10 Section 10700 "Exterior Protection." Provide Four (4) Roll Down Hurricane Protection Shutters at enlarged egress windows to match the Homeowner's existing newly installed system. Purchase the product and installation from Andrews Aluminum of Stock Island, Florida. Allow $6,400 for system purchase. Provide proposal and receipt. All other costs associated with this scope of work are subsumed into the base contract. Provide warranties, submittals, coordination and project management as specified in Section 10700 and in Division 1. END OF SECTION 01210 ALLOWANCES The Jones Payne Group 01210 - 2 01250 — Contract Modification Procedures General Requirements The Jones Payne Group This page intentionally left blank. General Requirements The Jones Payne Group SECTION 01250 CONTRACT MODIFICATION PROCEDURES PART 1 - GENERAL 1'.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY 1.3 1.4 A. This Section specifies administrative and procedural requirements for handling and processing Contract modifications. B. Related Sections include the following: 1. Division 1 Section 01270 "Unit Prices" for administrative requirements for using unit prices. 2. Division 1 Section 01600 "Product Requirements" for administrative procedures for handling requests for substitutions made after Contract award. MINOR CHANGES IN THE WORK A. Architect will issue supplemental instructions authorizing Minor Changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, on the following documents AIA Document G710, "Architect's Supplemental Instructions" or "Construction Field Directive" attached, see Division 0, Section 00901 Contract Forms. PROPOSAL REQUESTS A. Architect -Initiated Proposal Requests: The Architect will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time on AIA Document G709 "Proposal Request" attached, see Division 0, Section 00901 Contract Forms. If necessary, the description will include supplemental or revised Drawings and Specifications. 1. Proposal Requests issued by the Architect are for information only. Do not consider them instructions either to stop work in progress or to execute the proposed change. 2. Within 5 working days after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change. a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities. b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. CONTRACT MODIFICATION The Jones Payne Group 01250-1 PROCEDURES Include an updated Contractor's Construction Schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time. B. Contractor -Initiated Clarifications or Changes: If latent or unforeseen conditions require clarifications or modifications to the Contract, Contractor may propose changes by submitting a 'Request for Interpretation' CSI 13.2A or `Change Order Request' CSI 13.6A attached, see Division 0. Section 00901 Contract Forms. 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. 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. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. 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. Comply with requirements in Division 1 Section "Product Requirements" if the proposed change requires substitution of one product or system for product or system specified. 1.5 ALLOWANCES A. Allowance Adjustment: The Contract shall include in his Base Bid the amount of One Hundred Thousand Dollars ($100,000.00) for use upon Sponsor's instructions during the construction phase. The Allowance is included as a reserve to compensate for added scope and latent conditions that were unforeseen during document preparation. At close-out of the Contract, any funds remaining in the Allowance fund will be credited to the Sponsor by Change Order B. The Contractors will submit proposals monthly for evaluation and approval by the Architect and Sponsor's Representative. All proposals submitted and approved will be combined in an Allowance Change signed by all parties and processed in the "Application and Certification for Payment" AIA G702 and "Continuation Sheet" AIA G703 attached, see Division 0, Section 00901 Contract Forms. 1.6 CHANGE ORDER PROCEDURES A. Change Order(s) will be issued to effect any substantive changes in the contract such as a contract extensions, substitutions, exceeding the allowance and or as a Final Change Order on completion of the contract. The Change Order will be issued on "Change Order" AIA G701 attached, see Division 0, Section 00901 Contract Forms]and will require signatures by the Architect, Contractor and Sponsor. 1.7 CONSTRUCTION CHANGE DIRECTIVE A. Construction Change Directive: The Architect may issue a Construction Change Directive on -` "Construction Change Directive" AIA G714 attached, see Division 0, Section 00901 CONTRACT MODIFICATION The Jones Payne Group 01250-2 PROCEDURES 1.8 Contract Forms to instruct the contractor to proceed with a change in the work, for subsequent inclusion in an Allowance Change. 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. B. Documentation: The Contractor's proposal shall be used as the basis for a Construction Change Directive and reference the original proposal(s). The Contractor shall document all Time and Material for the change. No consideration will be given for work not authorized and fully documented. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract. FIELD CHANGE DIRECTIVE A. Field Change Order: The form Field Change Directive attached, see Division 0, Section 00901 Contract Forms shall be included and used as an 'emergency' instructions to the Contractor where the time required for preparation and execution of a formal Construction Change Directive would result in a delay or work stoppage. This form allows the Resident Inspector to act in the Sponsor's benefit to authorize minor additional changes in scope. The Field Change Directive contains a complete description of the change in work. The Resident Inspector shall issue it in an "emergency" for minor work that will not significantly alter the Contract Value and does not alter the Contract Duration. The form must be filled out in entirety, it designates the method of proposal, Unit Price / Time and Expenses and is signed by the Resident Inspector and Contractor. 2. Documentation: The Contractor shall document all Time and Material for the Change. No consideration will be given for work that has not been authorized or fully documented. After the completion of the change, submit an itemized account and supporting data necessary to substantiate cost adjustments to the contract. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01250 CONTRACT MODIFICATION The Jones Payne Group 01250-3 PROCEDURES THIS PAGE INTENTIONALLY LEFT BLANK CONTRACT MODIFICATION The Jones Payne Group 01250-4 PROCEDURES 01270 — Unit Prices 111 General Requirements The Jones Payne Group This page intentionally left blank. General Requirements The Jones Payne Group SECTION 01270 UNIT PRICES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for unit prices. B. Related Sections include the following: 1. Division 1 Section 01250 "Contract Modification Procedures" for procedures for submitting and handling Change Orders. 2. Division 1 Section 01290 "Payment Procedures" for procedures for measurement and payment for unit price items. 1.3 DEFINITIONS A. Unit price is an amount proposed by Bidder as a price per unit of measurement for materials or services added to or deducted from the Contract Sum by appropriate modification, if estimated quantities of Work required by the Contract Documents are increased or decreased. These figures shall bear a direct relationship to the information contained in the bid, and when applicable, will be used as the basis for all proposals submitted by the Contractor. 1A PROCEDURES A. Unit prices shall include all necessary material, plus cost for delivery, installation, insurance, taxes, overhead, and profit. B. Measurement and Payment: Refer to 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. The County 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 the County's expense. by an independent surveyor acceptable to Contractor. PART 2 - PRODUCTS (Not Used) UNIT PROCES The Jones Payne Group 01270-1 PART 3 - EXECUTION 3.1 LIST OF UNIT PRICES PRIME DOORS A. Unit Price No. 1 — DR 1.1, EPW, Exterior Prime, In -Swinging, Wood Door, in wood frame construction. 1. Description: Provide and install new exterior, prime, wood, door with in -swinging configuration in wood frame construction according to contract detail DR-1. 1. -- 2. Unit of Measurement: 36"x80" B. Unit Price No. 2 — DR 1.2, EPW, Exterior Prime, In -Swinging, Wood Door, in concrete block construction. 1. Description: Provide and install new exterior, prime, wood, door with in -swinging -- configuration in concrete block construction according to contract detail DR-1.2. 2. Unit of Measurement: 36"x80" C. Unit Price No. 3 — DR 1.3, EPM, Exterior Prime, In -Swinging, Metal, Door, in wood frame construction. 1. Description: Provide and install new exterior, prime, metal door with in -swinging configuration in wood frame construction according to contract detail DR-1.3. 2. Unit of Measurement: 36"x80" D. Unit Price No. 4 — DR 1.4, EPM, Exterior Prime, In -Swinging Metal Door, in concrete block construction. 1. Description: Provide and install new exterior, prime, in -swinging Metal Door in concrete block construction according to Contract Detail DR-1.4. 2. Unit of Measurement: 36"x80" E. Unit Price No. 5 — DR 4.1, EP-OS, Exterior, Prime, out -swinging, Metal, Door, in wood frame construction. -- 1. Description: Provide and install new exterior, prime, Metal Door, out -swinging configuration in wood frame construction according to Contract Detail DR-4.1. — 2. Unit of Measurement: 36"x80" F. Unit Price No. 6 — DR 4.2, EP-OS, Exterior, Prime, out -swinging, Metal Door, in concrete block construction. 1. Description: Provide and install new exterior, prime, metal door with out -swinging configuration in Concrete block construction according to Contract Detail DR-4 2 _ 2. Unit of Measurement: 36"x80" UNIT PROCES The Jones Payne Group 01270-2 G. Unit Price No. 7 — DR 5.1, EGLM, Exterior, Sliding, STC 38, Metal Door, in wood frame construction. 1. Description: Provide and install new STC 38, metal, sliding, door in wood frame construction, according to Contract Detail DR-5.1. 2. Unit of Measurement: 72"x80" H. Unit Price No. 8 — DR 5.2, EGLM, Exterior, Sliding, STC 38, Metal Door in concrete block construction. 1. Description: Provide and install new STC 38, metal sliding door in concrete block construction, according to Contract Detail DR-5.2. 2. Unit of Measurement: 72"X 80" I. Unit Price No. 9 - DR 5.4, EFRM, Exterior, French, Metal Door in concrete block construction. 1. Description: Provide and install new metal French door in concrete block construction. according to Contract Detail DR-5.4. 2. Unit of measurement:72x80 J. Unit Price No. 10 — DR 6.1, Interior, swinging Wood Door in wood frame construction. 1. Description: Provide and install new interior swinging wood door in wood frame construction, according to contract detail Dr-6.1 2. Unit of Measurement: 36"X 80" STORM DOORS K. Unit Price No. 11 — SD 1.1, SD -SW, Storm Door, out -swinging, hurricane rated in wood frame construction. 1. Description: Provide and install hurricane rated, out -swinging storm door to in wood or concrete block frame construction to contract detail SD 1.1 2. Unit of Measurement: 36" X 80" L. Unit Price No. 12 — SD 2.1, SD -SW, Storm Door, out -swinging, hurricane rated in wood frame or concrete block construction. 1. Description: Provide and install hurricane rated, out -swinging storm door to in concrete block construction to contract detail SD 2.1 2. Unit of Measurement: 36" X 80" STORM PROTECTION (SHUTTERS). M. Unit Price No 13 — SP 1.0, PAN, Removable Storm Panel 1. Description: Provide and Install new removable storm panel according to construction detail SP 1.0 2. Unit of Measure 40" X 44" UNIT PROCES The Jones Payne Group 01270-3 N. Unit Price No. 14 - SP 2.0, AWN, Bahama / Awning Shutter. 1. Description: Provide and install new Bahama / Awning shutter according to construction detail SP 2.0 2. Unit of Measurement: 40" X 44" ACOUSTICAL METAL WINDOWS O. Unit Price No. 15 - MW 1.3, MDHC, Metal Double Hung Window, in wood frame construction. 1. Description: Provide and install new dual double hung, metal, window in wood frame construction according to construction detail MW 1.3 2. Unit of Measurement: 90 U.I. P. Unit Price No. 16 - MW 1.4, MDHC, Metal Double Hung Window, in concrete block construction. 1. Description: Provide and install new dual double hung, metal, window in concrete block — construction according to construction detail MW 1.4 2. Unit of Measurement: 90 U.I. Q. Unit Price No. 17 - MW 2.3, MFIXC, Metal Fixed Window, in wood frame construction. 1. Description: Provide and instal► new dual fixed metal, replacement window in wood frame construction according to construction detail MW 2.3 2. Unit of Measurement: 90 U.I. R. Unit Price No. 18 - MW 2.4, MFIXC Metal Fixed Window, in concrete block construction. 1. Description: Provide and install new dual fixed metal, replacement window in concrete block construction according to construction detail MW 2.4 2. Unit of Measurement: 90 U.I. — S. Unit Price No. 19 - MW 3.3 MGLC Metal Gliding Window, in wood frame construction. 1. Description: Provide and install new dual gliding metal, replacement window in wood frame construction according to construction detail MW 3.3 2. Unit of Measurement: 90 U.I. T. Unit Price No. 20 - MW 3.4, MGLC Metal Gliding Window, in concrete block construction. 1. Description: Provide and install new dual gliding metal, replacement window in concrete _ block construction according to construction detail MW 3.4 2. Unit of Measurement: 90 U.I. U. Unit Price No. 21 - MW 4.0 Dual Metal Replacement window mull in wood frame or concrete - block construction 1. Description: Provide and install new dual metal replacement window mull according to construction detail MW 4.0 2. Unit of Measurement: 36 Linear Inches UNIT PROCES The Jones Payne Group 01270-4 _ GENERAL DETAILS V. Unit Price No. 22 — GEN 1.6, Remove and Infill Existing Through -Wall A/C in Concrete block construction. 1. Description: Provide and Install all necessary labor and materials to infill existing through wall A/C in concrete block construction according to construction detail GEN 1.6. 2. Unit of Measurement: 18" X 30" W. Unit Price No. 23 — GEN 1.7, Remove and Infill Existing Through -Wall A/C in Wood Frame construction. 1. Description: Provide and Install all necessary labor and materials to infill existing through wall A/C in wood frame construction according to construction detail GEN 1.7. 2. Unit of Measurement: 18" X 30" X. Unit Price No. 24 — GEN 2.0, Attic Access Panel. 1. Description: GEN 2.0, Wood, Sound Insulated, Unhinged, Attic Access Panel. 2. Unit of Measurement: 22" X 24" Y. Unit Price No. 25 — GEN 2.2, Non -Reducing, Attic Access Panel. 1. Description: GEN 2.0, Wood, Sound Insulated, Unhinged, Attic Access Panel. Unit of Measurement: 22" X 24" Z. Unit Price No. 26 — GEN 5.0, One Layer of 5/8" Gypsum Board Direct applied with existing wall surfaces retained. 1. Description: Provide and install One layer of 5/8 " gypsum board directly applied with existing wall surfaces retained according to construction detail GEN 5.0 2. Unit of Measurement: Per 12" X 12" AA. Unit Price No. 27 — GEN 6.0, One Layer of 5/8" Gypsum Board Direct applied with existing ceiling surfaces retained. 1. Description: One layer of 5/8 " gypsum board directly applied with existing ceiling surfaces retained according to construction detail GEN 6.0 2. Unit of Measurement: 12" X 12" BB. Unit Price No. 28 — WL 8.2, Lowered Window Sill in Wood Framed Construction. 1. Description: Provide and install all necessary labor and materials necessary to lower the window sill in wood framed construction according to construction detail GEN 8.2 2. Unit of Measurement: Lower opening by 12" CC. Unit Price No. 29 — WL 8.3, Lowered Window Sill in Concrete Block Construction. 1. Description: Provide and install all necessary labor and materials necessary to lower the window sill in concrete block construction according to construction detail GEN 8.3 2. Unit of Measurement: Lower opening by 12" UNIT PROCES The Jones Payne Group 01270-5 DD. Unit Price No. 20 , SW 10.0 Operable Interior Storm Window at Skylight. 1. Description: Provide and install wood custom-built interior storm window at sky -light according to construction detail SW 10.0 2. Unit of Measurement: 24"X36" END OF SECTION 01270 UNIT PROCES The Jones Payne Group 01270-6 01290 - Payment Procedures IGeneral Requirements The Jones Payne Group This page intentionally left blank. General Requirements The Jones Payne Group SECTION 01290 PAYMENT PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment. B. Related Sections include the following: 1. Division 1 Section 01270 "Unit Prices" for administrative requirements governing use of unit prices. 2. Division 1 Section 01250 "Contract Modification Procedures" for administrative procedures for handling changes to the Contract. 3. Division 1 Section 01310 "Project Management and Coordination" coordination and submittal of payment application with construction meetings. 4. Division 1 Section 01320 "Construction Progress Documentation" for administrative requirements governing preparation and submittal of Contractor's Construction Schedule and Submittals Schedule. 5. Division 1 Section 01330 "Submittal Procedures" for initial submittal of payment application and coordination with complementary submittals. 1.3 SCHEDULE OF VALUES A. Coordination: Coordinate preparation of Payment Application with the Schedule of Values, overall Bar Chart and Individual Residence Construction Schedules. 1. Correlate line items in the Schedule of Values with other required administrative forms and schedules, including the following: a. Application for Payment forms with Continuation Sheets. b. Submittals Schedule. 2. Submit the sample Schedule of Values during the initial submittal to Architect See Section 01310, Submittal Procedures within ten (10) days of the Notice To Proceed. Submit the final Schedule of Values no later than seven (7) days before the date scheduled for the first Application for Payment. PAYMENT PROCEDURES The Jones Payne Group 01290-1 B. Format and Content: Format the Schedule of Values such that each residence is identified separately. Use the following categories as a guide to establish line items for each residence identified in the Schedule of Values. 1. Line Item Categories: Provide at least one line item for each category for each residence. a. General Conditions b. Bonds & Insurance C. Pre -Construction Work d. Windows e. Doors f. Wall/ Ceiling Work g. Mechanical and Electrical h. Miscellaneous Carpentry i. Masonry and Stucco - j. Finishes 2. Identification: Include the following Project identification on the Schedule of Values: a. Project name and location. b. Name of Architect. C. Sponsor's project number. V d. Contractor's name and address. e. Date of submittal. 3. Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed: a. Bonds and Insurance - b. Pre -Construction Work C. General Conditions d. Specification Division --- e. Subcontractor. f. Post Construction Close-out Activities g. Allowance h. Dollar value of each. 1) Percentage of the Contract Sum to nearest one -hundredth percent, adjusted to total 100 percent. 4. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project Manual table of contents. Provide several line items for principal subcontract amounts, where appropriate. 5. Round amounts to nearest whole dollar; total shall equal the Contract Sum. 6. Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed. a. Differentiate between items stored on -site and items stored off -site. Include evidence of insurance or bonded warehousing if required. 7. Provide separate line items in the Schedule of Values to indicate the cost of materials separate from cost of labor and subcontracted work. 8. Allowances: Provide separate line item in the Schedule of Values for the specified allowance. PAYMENT PROCEDURES The Jones Payne Group 01290-2 1.4 9. Each item in the Schedule of Values and Applications for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item. a. Temporary facilities, warehousing and other major cost items that are not direct cost of actual work -in -place may be shown either as separate line items in the Schedule of Values, such as General Requirements or distributed as general overhead expense, at Contractor's option. 10. Schedule Updating: Update and resubmit the Schedule of Values before the next Application for Payment when Change Orders or Construction Change Directives result .in a change in the Contract Sum. APPLICATIONS FOR PAYMENT A. Each Application for Payment shall be consistent with previous applications and payments as certified by Architect and paid for by Owner. 1. An initial sample Application for Payment will be submitted and approved prior to the first Application for Payment. B. Payment Application Times: The Sponsor shall indicate the date for each progress payment. The period of construction Work covered by each Application for Payment is the period indicated. C. Payment Application Forms: Use AIA Document G-702 "Application and Certification for Payment," and AIA Document G-703 "Continuation Sheets" attached, see Division 0, Section 00901, Contract Forms. D. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. The Architect will return incomplete applications without action. 1. Entries shall match data on the Schedule of Values and Contractor's Construction Schedule. Use updated schedules if revisions were made. 2. Include amounts of Change Orders, Allowance changes, issued before last day of construction period covered by application. 3. Submit Proposals for Construction Change Directives or Construction Field Directives prior for approval prior to inclusion in the payment application. 4. Allow a line item per parcel to retain amounts representing Liquidated Damages of $125.00 per day that substantial completion is exceeded Division 0, Section 00500, Monroe County - Contractor Agreement until a Change Order AIA Document G-701, "Change Order" attached, see Division 0, Section 00901; Contract Forms authorizing an extension to the contract has been submitted, approved and signed by the Architect, the Contractor and the Sponsor. E. Transmittal: Submit (3) three signed and notarized original copies of each Application for Payment to the Architect by a method ensuring receipt within 24 hours. One copy shall include Manufacturer's invoices, Contractor's inventory, transfer of title, waivers of lien and similar attachments if required. 1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application. PAYMENT PROCEDURES The Jones Payne Group 01290-3 F. 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, before deduction for retainage, on each item. 2. When an application shows completion of an item, submit final or full waivers. — 3. Sponsor's Representative reserves the right to designate which entities involved in the Work must submit waivers. 4. Waiver Delays: Submit each Application for Payment with Contractor's waiver of mechanic's lien for construction period covered by the application. a. Submit final Application for Payment with or preceded by 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 waivers of lien on forms, executed in a manner acceptable to Sponsor's Representative. G. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following: 1. List of subcontractors. 2. Schedule of Values. 3. Contractor's Construction Schedule (preliminary if not final). 4. Products list. 5. Schedule of unit prices. 6. Submittals Schedule (preliminary if not final). 7. List of Contractor's staff assignments. 8. List of Contractor's principal consultants. 9. Copies of building permits. 10. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work. 11. Initial progress report. 12. Report of pre -construction conference. _ 13. Certificates of insurance and insurance policies. 14. Performance and payment bonds. H. Application for Payment at Substantial Completion of the overall contract: After issuing the Certificate of Substantial Completion AIA Document G-704, "Certificate of Substantial Completion", attached, see Division 0, Section 00901, Contract Forms, submit an Application for Payment showing 95% percent completion for portion of the work claimed as substantially complete. 1. Include documentation supporting claim that the Work is substantially complete and a _ statement showing an accounting of changes to the Contract Sum. 2. This application shall reflect certificates of substantial completion by Residence as indicated and signed by the Resident Inspector. Final Payment Application: Submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following, attached, see Division 0, Section 00901, Contract Forms: Evidence of completion of Project closeout requirements. PAYMENT PROCEDURES The Jones Payne Group 01290-4 2. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid. 3. Updated final statement, accounting for final changes to the Contract Sum. 4. AIA Document G-702, "Application and Certification for Payment." 5. AIA Document G-704, "Certificate of Substantial Completion." 6. AIA Document G-706, "Contractor's Affidavit of Payment of Debts and Claims." 7. AIA Document G-706A, "Contractor's Affidavit of Release of Liens." 8. AIA Document G-707, "Consent of Surety to Final Payment." 9. Evidence that claims have been settled. 10. Final, liquidated damages settlement statement. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01290 PAYMENT PROCEDURES The Jones Payne Group 01290-5 THIS PAGE INTENTIONALLY LEFT BLANK PAYMENT PROCEDURES The Jones Payne Group 01290-6 01310 - Project Management and Coordination IGeneral Requirements The Jones Payne Group This page intentionally left blank. General Requirements The Jones Payne Group SECTION 01310 PROJECT MANAGEMENT AND COORDINATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following: 1. General project coordination procedures. 2. Coordination Drawings. 3. Administrative and supervisory personnel. 4. Project meetings. 5. Closeout activities B. Related Sections: The following Sections contain requirements that relate to this Section 1. Division 1 Section 01100 "Summary" for procedures and miscellaneous provisions. 2. Division 1 Section 01320 "Construction Progress Documentation" for preparing and submitting the Contractor's Construction Schedule. 3. Division 1 Section 01330 "Submittal Procedures" for submitting action and information submittals. 4. Division 1 Section 01600 "Product Requirements" for administrative and procedural requirements for product selection and handling, warranties, and product substitutions. 5. Division 1 Section 01770 "Closeout Procedures" for coordinating Contract closeout. 1.3 COORDINATION A. Coordination: Coordinate construction operations included in various Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections that depend on each other for proper installation, connection, and operation. B. Coordination: The Contractor and Sub -Contractors shall coordinate its operations with those of other contractors and entities to ensure efficient and orderly installation of each part of the work Each contractor shall coordinate its operations with operations in different Sections, that depend on each other for proper installation, connection and operation. 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. PROJECT MANAGEMENT The Jones Payne Architect Group 01310-1 AND COORDINATION 2. Coordinate installation of different components with other contractors to ensure maximum accessibility for required maintenance, service, and repair. 3. Make adequate provisions to accommodate items scheduled for later installation. C. If necessary, prepare memoranda to document and distribute to each party involved, outlining procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings. _.... 1. Prepare similar memoranda for distribution of each party involved, outlining the special procedures required for coordination where required. D. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following: 1. Preparation of Contractor's Construction Schedule. 2. Contract Start up activities 3. Preparation of the Schedule of Values. 4. Installation and removal of temporary facilities and controls. 5. Delivery and processing of submittals. 6. Progress meetings. 7. Project closeout activities. E. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. Salvage materials and equipment involved in performance of, but not actually incorporated in the Work. 1.4 SUBMITTALS A. Coordination Drawings: Prepare Shop Drawings that indicate different trades and overlapping work as required for installation of products and materials fabricated and installed by separate entities. 1. Indicate relationships of components shown on separate Shop Drawings (pay particular attention to coordination of the General Work with the Mechanical Work). 2. Indicate required installation sequences. 3. Refer to Division 15 Section "Basic Mechanical and Materials and Methods" and Division 16 Section "Basic Electrical Materials ad Methods" for specific Coordination Drawing requirements for mechanical and electrical installations. B. Staff Names: Within ten (10) days after the Notice to Proceed submit a list of principal staff _. assignments, including Project Manager and Superintendent and other personnel anticipated at the project site. Identify individuals, their duties and responsibilities; list addresses and telephone numbers, including home and office telephone numbers. Provide names, addresses, and telephone numbers of individuals assigned as standbys in the absence of individuals assigned to Project. An Emergency telephone number and cell phone number shall also be included for twenty-four (24) hour contact with the contractor. 1. Following review by the Architect, provide copies to the Sponsor, Sponsor's Representative, Architect, Homeowner Liaison, and Resident Inspector. Furthermore post copies of the list in Project meeting room and field office. PROJECT MANAGEMENT The Jones Payne Architect Group 01310-2 AND COORDINATION 1.5 SCHEDULES: A. Prepare a fully developed, horizontal bar chart type overall Construction Schedule with in ten [10] days after the Notice to Proceed. Provide a separate time bar for each significant construction activity. Provide a continuous vertical line to identify the first working day of each week. The Overall Construction Schedule shall show: 1. Required submittals for each section of specification and for each house. 2. Submission data for all required submittals including shop drawings and samples. 3. Product ordering dates. 4. Product delivery dates. 5. 'Construction start dates. 6. Dates of Substantial Completion, Punch List completion, Final Completion and Closeout of each house. 7. The required date for Final Completion for all work. B. Update schedule within ten [10] days after the pre -construction / pre -walk measurements to include the proposed order of specific residences. It should be noted that the schedule will be altered to accommodate the Homeowner's availability. C. Coordinate the Overall Construction Schedule with the Schedule of Values, List of Subcontracts, Submittal Schedule, Payment Requests and other schedules. D. Distribution: Following review by the Architect, print and distribute construction schedule with copies to the Sponsor's Representative, Architect, Homeowner Liaison, Resident Inspector Superintendent Subcontractors, and other parties required to comply with scheduled dates. E. Schedule Updating: Revise the schedule after each meeting or activity, where revisions have been recognized or made. Contractor will be responsible for projecting a revised completion date for all proposal requests and potential scheduling alterations issued by Architect. Issue the updated schedule concurrently with report of each meeting. 1.6 ADMINISTRATIVE AND SUPERVISORY PERSONNEL A. , General: In addition to Project Superintendent, provide other administrative and supervisory personnel as required for proper performance of the Work. B. Superintendent / Foreman: The Contractor shall provide, and bear all costs in conjunction with a full-time superintendent. The Superintendent shall be a competent and responsible employee, satisfactory to the Architect, who is regularly employed by the Contractor and is designated by him as his representative to be in full time attendance at the project site throughout the progress of the work. The Superintendent shall be responsible for coordinating all the work of the Contractor. The Superintendent shall be licensed consistent with the State of Florida requirements. If the Contractor employs more than one crew, there shall be a competent Foreman assigned to each crew. The Superintendent will attend all job meetings. The Superintendent shall possess and carry a cell telephone or 2-way radio during project working hours at Contractor's expense. The Contractor will provide the Sponsor's Representative, Architect, Resident Inspector, and Homeowner Liaison with the telephone numbers. C. Project Manager: The Contractor shall provide, and bear all costs in conjunction with a dedicated Project Manager. The Project Manager shall be a competent and responsible employee, satisfactory to the Architect, who is regularly employed by the Contractor and is designated by him as his/her representative to be in attendance at the project site, as necessary, throughout the progress of the work. The Project Manager will be accessible at all times during the project and attend all job meetings. The Contractor will provide the Sponsor's PROJECT MANAGEMENT The Jones Payne Architect Group 01310-3 AND COORDINATION Representative and Architect with the Contractor's Project Manager's day, evening and cell phone numbers. Note that the Contractor's Superintendent and Contractor's Project Manager cannot be the same person. D. Warehouse Manager: The Contractor shall provide, and bear all costs in conjunction with a dedicated Warehouse Manager. The Warehouse Manager shall be a competent and responsible employee, satisfactory to the Architect, who is regularly employed by the Contractor and is designated by him as his/her representative to be in attendance at the warehouse throughout the progress of the work. 1.7 PROJECT MEETINGS A. General: The Architect will schedule and conduct meetings and conferences at Project site office unless otherwise indicated. The Project site office is located at the Key West International Airport, on the second floor of the Terminal building. B. Attendees: The Architect will inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. The Project Meetings will include the Sponsor's Representative, Architect, Resident Inspector, Homeowner Liaison, Contractor's Project Manager and Superintendent. 1. Agenda: All Parties shall prepare a meeting agenda for distribution prior to the job meetings to all invited attendees. 2. Minutes: The Architect shall prepare meeting minutes and record significant discussions and agreements achieved as a contract record. The meeting minutes will be distributed prior to the job meetings to all concerned parties, including the Sponsor's Representative, Contractor and the Homeowner Liaison within three [3] working days of the meeting. C. Pre -construction Conference: The Architect will schedule a pre -construction conference before starting construction, at a time convenient to the Sponsor's Representative, Architect, Engineer and Homeowner Liaison, but no later than Fifteen (15) days after Notice to Proceed. The conference will be held at Project site office. The Architect shall conduct the meeting to review project organization, communication, responsibilities and personnel assignments. Attendees: the Sponsor's Representative, Homeowner Liaison, Architect, Engineer, Contractor (Project Manager, Superintendent); major subcontractors, and other concerned parties shall attend the conference. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. Agenda: Discuss items of significance that could affect progress and the most efficient execution for the success of the project, including but not limited to: a. Tentative overall construction schedule. b. Critical work sequencing. C. Communication procedures. d. Designation of responsible personnel. e. Procedures for processing field issues and changes. f. Procedures for processing Applications for Payment. g. Submittal procedures. h. Distribution of the Submittals and Shop Drawings. i. Maintenance of the Contract Record Documents. j. Use of the premises. k. Parking availability. I. Equipment deliveries and priorities. M. Security. n. Progress cleaning. o. Working hours. PROJECT MANAGEMENT The Jones Payne Architect Group 01310-4 AND COORDINATION p. Lien Waivers q. Construction period. r. Inspections. S. Close-out A portion of this meeting will be used by the owners representatives to demonstrate and explain the goals of the Key West International Airport Noise Insulation Program — Phase 1. D. Progress Meetings: Conduct progress meetings at weekly intervals. Coordinate dates of meetings with reporting requirements and preparation of payment requests. 1. Attendees: In addition to the Sponsor's Representative, Homeowner Liaison, Architect, Contractor, subcontractors; other entities concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. 2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project. a. Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's Construction Schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. b. Review present and future needs of each entity present, including the following. 1) Sequence of operations. 2) Status of submittals. 3) Deliveries. 4) Access. 5) Site utilization. 6) Progress cleaning. 7) Quality and work standards. 8) Request for Information 9) Request for Change 10) Proposal Requests 11) Construction Field Directives 12) Construction Change Directives 13) Change Orders. 14) Documentation of information for payment requests. 15) Warranties 16) Record Photographs 17) As -Built Documents 18) Closeout status 3. Reporting: Distribute minutes of the meeting to each party present and to parties who should have been present. Include a brief summary, in narrative form, of progress since the previous meeting and report. 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. PROJECT MANAGEMENT The Jones Payne Architect Group 01310-5 AND COORDINATION 1.8 CELLULAR PHONES A. The Contractor shall provide at his or her own expense two (2) cellular phones with unlimited service: one phone shall be available to the Architect's Project Manager, and the other for the Architect's Resident Inspector during the Construction period (Pre -Construction walks through the last final inspection). These phones are to be used strictly for project -related business. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01310 PROJECT MANAGEMENT The Jones Payne Architect Group 01310-6 AND COORDINATION 01320 — Construction Progress Documentation General Requirements The Jones Payne Group This page intentionally left blank. General Requirements The Jones Payne Group SECTION 01320 CONSTRUCTION PROGRESS DOCUMENTATION PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following: 1. Overall Contract Construction Schedule. 2. Contractor's Proposed Construction Schedule. 3. Submittals Schedule. 4. Daily construction reports. 5. Material location / Inventory reports. 6. Field condition reports. 7. Construction photographs. B. Related Sections include the following: 1. Division 1 Section 01290 "Payment Procedures" for submitting the Schedule of Values 2. Division 1 Section 01310 "Project Management and Coordination" for submitting and distributing meeting and conference minutes. 3. Division 1 Section 01330 "Submittal Procedures" for submitting schedules and reports. 4. Division 1 Section 01400 "Quality Requirements" for submitting a schedule of tests and inspections. 5. Division 1 Section 01770 "Closeout Procedures" for submitting photographic negatives as Project Record Documents at Project closeout. 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. Predecessor activity is an activity that must be completed before a given activity can be started. B. Event: The starting or ending point of an activity. C. Milestone: A key or critical point in time for reference or measurement. PROGRESS DOCUMENTATION The Jones Payne Group 01320-1 1.4 SUBMITTALS A. Qualification Data: For firms and persons specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. B. Submittals Schedule: Submit three [3] copies of schedule. Arrange the following information in a tabular format: 1. Scheduled date for initial and subsequent submittals. 2. Specification Section number and title. 3. Submittal category (action or informational). 4. Name of subcontractors. 5. Description of the Work covered. 6. Scheduled date for Architect's final release or approval. C. Overall Construction Schedule: Submit two [2] printed copies of initial schedule, large enough to show entire schedule for entire construction period with all designated milestones Submit an electronic copy of schedule, using software indicated, on 3-1/2-inch (89-mm) diskettes, formatted to hold 1.44 MB of data, and labeled to comply with requirements for submittals. Include type of schedule (Initial or Updated) and date on label. D. Construction Photographs: The Contractor shall provide a minimum of ten (10) photographs of all residences prior to starting the work and another ten (10) again after all work is complete. The Photographs shall be submitted with -in 10 days of the Final Inspection with the final as -built drawings. 1. Format: 4-by-6-inch or approved alternate, smooth -surface matte prints on single -weight commercial -grade stock, enclosed back to back in clear plastic sleeves that are punched for standard 3-ring binder. 2. Identification: On back of each print, provide an applied label or rubber-stamped impression with the following information: a. Name of Project. b. Name of Photographer. C. Name of Architect. d. Name of Contractor. e. Parcel name, address and parcel number. f. Date photograph was taken. g. Description indicating location. E. Daily Construction Reports: See Division 0, Section 00901, Contract Forms. Submit two (2) copies at weekly job meetings. F. Material Inventory / Location Reports: The Contractor shall provide a dated weekly report of all -- products that have been ordered with the scheduled delivery date and the actual delivery date. The Report shall indicate products by residence and supplier updated weekly and distributed to the Architect, Resident Inspector and Homeowner liaison at the weekly job meetings. PROGRESS DOCUMENTATION The Jones Payne Group 01320-2 G. Field Condition Reports: The Contractor shall submit a Field Condition Report, CSI Form 13.2A attached, see Division 0, Section 00901, Contract Forms if differing conditions appear in the field that alter the scope of the work. 1.5 QUALITY ASSURANCE A. Pre Construction Conference: Conduct conference at Project site office to comply with requirements in Division 1 Section 01310 "Project Management and Coordination.'' Review methods and procedures related to the Overall Contract Schedule and the Contractor's Construction Schedule, including, but not limited to, the following: 1. Review use of software and format for reports. 2. Verify availability of qualified personnel needed to develop and update schedule. 3. Discuss constraints, including phasing and interim milestones. 4. Review time required for review of submittals and re -submittals. 5. Review likely tests and inspections by Architect, sub -consultants, building inspectors etc. 6. Review time required for startup and completion procedures. 7. Review and finalize list of construction activities to be included in schedule. 8. Review submittal requirements -and procedures. 9. Review procedures for updating and distributing schedule. 1.6 COORDINATION A. Coordinate preparation and processing of schedules and reports with performance of construction activities and with scheduling and reporting of separate contractors. B. Coordinate Contractor's Construction Schedule with the Schedule of Values, list of subcontracts, Submittals Schedule, progress reports, payment requests, and other required schedules and reports. 1. Secure time commitments for performing critical elements of the Work from parties involved. PART2-PRODUCTS 2.1 SUBMITTALS SCHEDULE A. Preparation: Submit a schedule of submittals, arranged in chronological order by dates required priority and construction schedule. Include time required for review, re -submittal, ordering, manufacturing, fabrication, and delivery when establishing dates. 1. Coordinate Submittals Schedule with list of subcontracts, the Schedule of Values. and Contractor's Construction Schedule. 2. Initial Submittal: Submit concurrently with preliminary bar -chart schedule Include submittals required during the first 60 days of construction. List those required to maintain orderly progress of the Work and those required early because of long lead time for manufacture or fabrication. a. At Contractor's option, show submittals on the Preliminary Construction Schedule, instead of tabulating them separately. PROGRESS DOCUMENTATION The Jones Payne Group 01320-3 2.2 A. B. C I E 3. Final Submittal: Submit concurrently with the first complete submittal of Contractor's Construction Schedule. CONTRACTOR'S CONSTRUCTION SCHEDULE, OVERALL Procedures: Comply with procedures contained in AGC's "Construction Planning & Scheduling." Time Frame: Extend schedule from date established for the Notice to Proceed to date of Final Completion and Payment. 1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order. Activities: Treat each separate area as a separate numbered activity for each principal element of the Work. Comply with the following: 1. Procurement Activities: Include procurement process activities for long lead items and major items, requiring a cycle of more than 30 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery. 2. Submittal Review Time: Include review and re -submittal times indicated in Division 1 Section 01330 "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's Construction Schedule with Submittals Schedule. 3. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for Architect's administrative procedures necessary for certification of Substantial Completion. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected. 1. Phasing: Arrange list of activities on schedule by phase. 2. Work Restrictions: Show the effect of the following items on the schedule: a. Limitations of continued occupancies. b. Use of premises restrictions. C. Seasonal variations. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, interim milestones indicated below, Substantial Completion, and Final Completion. 1. Pre -construction Meeting 2. Administrative submittals 3. Construction measurement pre -walks 4. Product submittals 5. Shop Drawings 6. Product Delivery 7. Individual proposed house starts 8. Individual substantial completion dates based on house starts. 9. Individual punch list Inspections dates based on house starts 10. Individual punch list completion dates based on house starts 11. Individual final completion dates based on house starts and available inspections times. 12. Individual close-out dates based on house starts. 13. Contract substantial completion 14. Contract completion PROGRESS DOCUMENTATION The Jones Payne Group 01320-4 F. Contract Modifications: For each proposed contract modification and concurrent with its submission, prepare a time -impact analysis to demonstrate the effect of the proposed change on the overall project schedule. G. Computer Software: Prepare schedules using a program that has been developed specifically to manage construction schedules. 2.3 CONTRACTOR'S PROPOSED CONSTRUCTION SCHEDULE A. Schedule: Submit a comprehensive, fully developed, horizontal Gantt -chart -type, Contractor's Construction Schedule within ten [10] days of the Notice to Proceed. Base schedule on the Preliminary Construction Schedule and whatever updating and feedback was received since the start of Project. B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line. For construction activities that require 3 months or longer to complete, indicate an estimated completion percentage in ten (10) percent increments within time bar. 2.4 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. Approximate count of personnel at Project site. 3. Meetings and significant decisions. 4. Unusual events (refer to special reports). 5. Stoppages, delays, shortages, and losses. 6. Construction Change Directives received. 7. Field Change Directives received. 8. Substantial Completions verified. B. Material Location / Inventory Reports: At weekly intervals, prepare a comprehensive list of materials delivered to and stored at Project site. List shall be cumulative, showing date materials were ordered, when products are anticipated, received, previously reported plus items recently delivered. Include with list a statement of progress on and delivery dates for materials or items of equipment fabricated or stored away from Project site. C. Field Condition Reports: Immediately on discovery of a difference between field conditions and the Contract Documents, prepare a detailed report. Submit with a request for information on Field Condition Report, CSI Form 13.2A attached, see Division 0, Section 00901 Contract Forms. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents. PROGRESS DOCUMENTATION The Jones Payne Group 01320-5 PART 3 - EXECUTION 3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE A. Contractor's Construction Schedule Updating: At weekly intervals, update schedule to reflect actual construction progress and activities. Issue schedule one week before each regularly scheduled progress meeting. 1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting. 2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations. 3. As the Work progresses, indicate Actual Completion percentage for each activity. _ B. Distribution: Distribute copies of approved schedule to Architect, Sponsor's Representative, Homeowner Liaison, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need -to -know schedule responsibility. -- 1. Post copies in Project meeting rooms and temporary field offices. 2. When revisions are made, distribute updated schedules to the same parties and post in, the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities. 3.2 CONSTRUCTION PHOTOGRAPHS A. Photographic Film: 35mm-format or approved alternate. B. Date Stamp: Unless otherwise indicated, date and time stamp each photograph as it is being taken so stamp is integral to photograph. C. Pre -construction Photographs: Before starting construction, take ten (10) color photographs of Project site from different vantage points, as directed by Architect. Field Office Prints: Retain one set of prints of periodic photographs in field office at Project site, available at all times for reference. Identify photographs the same as for those submitted to Architect. D. Final Completion Construction Photographs: Take ten (10) color photographs after date of Punch -list Completion for submission as Project Record Documents. The Photographs should reflect the new construction elements and be coordinated with the Architect. END OF SECTION 01320 PROGRESS DOCUMENTATION The Jones Payne Group 01320-6 01330 -Submittal Procedures General Requirements The Jones Payne Group This page intentionally left blank. General Requirements The Jones Payne Group SECTION 01330 SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other miscellaneous submittals. B. Related Sections include the following: 1. Division 1 Section 01290 "Payment Procedures" for submitting Applications for Payment. 2. Division 1 Section 01400 "Quality Requirements" for submitting test and inspection reports and Delegated -Design Submittals. 3. Division 1 Section 01770 "Closeout Procedures" for submitting warranties Project Record Documents and operation and maintenance manuals. 4. Divisions 5-16 Technical Specifications see specific divisions for submittal requirements. 1.3 DEFINITIONS A. Action Submittals: Written and graphic information that requires Architect's responsive action. B. Informational Submittals: Written information that does not require Architect's approval Submittals may be rejected for not complying with requirements. 1.4 SUBMITTAL PROCEDURES A. General: Electronic copies of CAD Drawings of the Contract Drawings will not be provided by Architect for Contractor's use in preparing submittals. 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. 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. SUBMITTAL PROCEDURES The Jones Payne Group 01330-1 a. The Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. C. Submittals Schedule: Comply with requirements in Division 1 Section 01320 "Construction Progress Documentation" for list of submittals and time requirements for scheduled performance of related construction activities. Refer to other Division 1 sections and other Contract Documents for requirements for informational, administrative and action submittals. Such submittals include but are not limited to: 1. Submittal schedule 2. Schedule of Values 3. Permits 4. Daily construction reports 5. Shop Drawings 6. Product data/samples 7. Payment Application 8. Proposal 9. Request for Information 10. Request for Change 11. Guarantees and Warranties 12. Construction Schedule 13. Record Drawings - 14. Record Photographs D. Processing Time: Illustrate in the schedule and allow sufficient time for submittal review, including time for re -submittals, as follows. Initial submittal, review period, re -submittal final approval and submission of final bound sets. 1. Initial Review: Allow ten (10) working days for initial review of each submittal. Prioritize submittals in order of importance (Schedules, Schedule of Values, Unit Prices, Payment Application, Major Products with significant lead times, permits, etc.). Allow additional time if processing must be delayed due to bulk submittal of documents that are unresponsive to an approved schedule. The Architect will advise Contractor when a submittal being processed must be delayed for coordination. 2. If intermediate submittal is necessary, process it in same manner as initial submittal. 3. Allow ten (10) working days for processing each re -submittal. _ 4. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing. E. Identification: Place a permanent label or title block/page on each submittal for identification. 1. Indicate name of firm and the person that prepared each submittal on label or title block. 2. Provide a space approximately 4 x 6 inches on label or on title block/page to record Contractor's review and approval markings and action taken by Architect. 3. Include the following information on label for processing and recording action taken: a. Project name. b. Date. C. Name and address of Architect. d. Name and address of Contractor. e. Name of manufacturer. f. Unique identifier, including revision number. g. Number and title of appropriate Specification Section. h. Drawing number and detail references, as appropriate. i. Other necessary identification. SUBMITTAL PROCEDURES The Jones Payne Group 01330-2 F. Deviations: All deviations from the specifications shall be highlighted, encircled, or otherwise identified in submittals and brought to the Architects attention. The Contractor is fully responsible for meeting the performance requirements set forth in the Contract Documents If Substitutions, alternates or deviations are to be considered it is the responsibility of the Contractor to bring it to the attention of the Architect and for review. G. Additional Copies: The Contractor shall initially submit two (2) copies of each submittal. After the approval the contractor shall submit five (5) additional copies in bound sets for distribution H. Transmittal: Package each initial submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. Architect will return submittals. without review, received from sources other than Contractor. 1. On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Architect on previous submittals, and deviations from requirements of the Contract Documents, including minor variations and limitations. Include the same label information as the related submittal. 2. Include Contractor's certification stating that information submitted complies with requirements of the Contract Documents. 3. Transmittal Form: Provide locations on form for the following information: a. Project name. b. Date. C. Destination (To:). d. Source (From:). e. Category and type of submittal. f. Submittal purpose and description. g. Submittal and transmittal distribution record. h. Remarks. i. Signature of transmitter. Distribution: Furnish copies of final bound sets of the submittals to Sponsor's Representative. Architect, manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms. J. Use for Construction: Use only final submittals with mark indicating action taken by Architect in connection with construction. PART2-PRODUCTS 2.1 ACTION SUBMITTALS A. General: Prepare and submit Action Submittals required by individual Specification Sections. Number of Copies: Submit copies of each submittal, as follows, unless otherwise indicated: a. Initial Submittal: Submit one (1) original and one (1) copy of each submittal Architect will retain one (1) copy as a Project Record Document. Required corrections will be noted on the original and the copy will be stamped and returned to the Contractor for re -submittal, or if requiring no revisions when initially submitted, will be stamped and returned to the Contractor. SUBMITTAL PROCEDURES The Jones Payne Group 01330-3 b. Final Submittal: Submit four (5) copies, bound in sets for distribution. The Architect will retain one (1) copy as a record document; remainder will be distributed. B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. 1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data. 2. Identify each submittal with a cover sheet with the appropriate Specification Division. Section and Paragraph. -� 3. Mark each copy of each submittal to show which products and options are applicable. 4. Include the following information, as applicable: a. Manufacturer's written recommendations. b. Manufacturer's product specifications. C. Manufacturer's catalog cuts. d. Printed performance curves. - e. Standard product operating and maintenance manuals. f. Compliance with recognized trade association standards. g. Compliance with recognized testing agency standards. C. Shop Drawings: Contractor shall submit on a format designated by the Architect, separate shop drawings for each dwelling unit included. Place a permanent label or title block on each submittal for identification purposes. Indicate homeowner name, address and designated identification number. Indicate who prepared each submittal on the label or title block. Preparation: Include the following information, as applicable:. -- a. Floor plans b. Dimensions. C. Identification of products, manufacturers and distributors. d. Shopwork manufacturing instructions. e. Door and window reference keys f. Door and window schedules g. Templates and patterns. h. Required door and window elevations i. Design calculations. j. Notation of coordination requirements. k. Notation of dimensions established by field measurement. 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 (215 by 280 mm) but no larger than 30 by 40 inches (750 by 1000 mm). 3. Number of Copies: Submit copies of each submittal, as follows: a. Initial Submittal: Submit one (1) original and one (1) set of prints. Architect will return one (1) copy stamped with comment. b. Final Submittal: will be one (1) original and five (5) sets of prints organized and bound for distribution. The Architect will retain two (2) copies, the original as an in- house record copy and the others will be distributed to the Homeowner Liaison for the Project site office, Sponsor's Representative, and Resident Inspector D. Samples: Prepare physical units of materials or products, including the following: SUBMITTAL PROCEDURES The Jones Payne Group 01330-4 _ 1. Comply with requirements in Division 1 Section 01400 "Quality Requirements" for mockups. 2. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from the same material to be used for the Work, cured and finished in manner specified, and physically identical with the product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials, swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection. 3. Preparation: Mount, display, or package Samples in manner specified to facilitate review of qualities indicated. Prepare Samples to match Architect's sample where so indicated. Attach label on unexposed side that includes the following: a. Generic description of Sample. b. Product name or name of manufacturer. C. Sample source. 4. Additional Information: On an attached separate sheet, prepared on Contractor's letterhead, provide the following: a. Size limitations of manufacturer b. Compliance with recognized standards. C. Availability. d. Delivery time. 5. Submit Samples for review of kind, color, pattern, and texture for a final check of these characteristics with other elements and for a comparison of these characteristics between final submittal and actual component as delivered and installed. a. If variation in color, pattern, texture, or other characteristic is inherent in the product represented by a Sample, submit at least Three (3) sets of paired units that show approximate limits of the variations. b. Refer to individual Specification Sections for requirements for Samples that illustrate workmanship, fabrication techniques, and details of assembly, connections, operation, and similar construction characteristics. 6. Number of Samples for Verification: Submit three (3) sets of Samples. Architect will retain One (1) Sample set; remainder will be returned. Mark up and retain one returned Sample set as a Project Record Sample. a. Submit a single Sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated. 7. Disposition: Maintain sets of approved Samples at Project site, available for quality - control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. a. Samples not incorporated into the Work, or otherwise designated as Sponsor's property, are the property of Contractor. E. Product Schedule or List: Prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form SUBMITTAL PROCEDURES The Jones Payne Group 01330-5 1. Type of product. Include unique identifier for each product. 2. Number and name of room or space. 3. Location within room or space. F. Submittals Schedule: Comply with requirements in Division 1 Section 01320 "Construction Progress Documentation." G. Application for Payment: Comply with requirements in Division 1 Section 01290 "Payment Procedures." H. Schedule of Values: Comply with requirements in Division 1 Section 01290 "Payment Procedures." I. 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. Use CSI Form 1.5A. 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. 3. Drawing number and detail references, as appropriate, covered by subcontract. 2.2 INFORMATIONAL / ADMINISTRATIVE SUBMITTALS A. General: Prepare and submit Informational Submittals required by other Specification Sections. 1. Number of Copies: Submit two (2) copies of each submittal, unless otherwise indicated. Architect will not return copies. 2. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. An officer shall sign certificates and certifications or other individual authorized to sign documents on behalf of that entity. 3. Test and Inspection Reports: Comply with requirements in Division 1 Section 01400 "Quality Requirements." B. Contractor's Construction Schedule: Comply with requirements in Division 1 Section 01320 "Construction Progress Documentation." C. Qualification Data: Prepare written information that demonstrates capabilities and experience of Contractor and Sub Contracting firms or persons. Include lists of completed projects with project names, dates and addresses, with contact names, addresses and Telephone numbers of contacts (Owners, Architects or Managers) with other information relevant to assurance of -- qualifications. D. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements. E. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer complies with requirements and, where required, is authorized for this specific Project. F. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements. SUBMITTAL PROCEDURES The Jones Payne Group 01330-6 G. Product Test Reports: Prepare written reports indicating current product produced by manufacturer complies with requirements. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency. H. Warranty information: Prepare a Manufacturer Warranty package for Architect's review. The Manufacturer Warrantees shall be originals and as defined in the Technical Specifications Divisions 2-16. I. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment. Comply with requirements in Division 1 Section 01770 "Closeout Procedures." J. Insurance Certificates and Bonds: Prepare written information indicating current status of insurance or bonding coverage. Include name of entity covered by insurance or bond, limits of coverage, amounts of deductibles, if any, and term of the coverage. PART 3 - EXECUTION 3.1 CONTRACTOR'S REVIEW A. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect. B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. 3.2 ARCHITECT'S ACTION A. General: Architect will not review submittals that do not bear Contractor's approval stamp and will return them without action. B. Action Submittals: Architect will review each submittal, make marks to indicate corrections or modifications required, and return it. Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken, as follows. The Architect's review and approval of shop drawings shall be for conformance with design intent only and will not relieve the Contractor from responsibility for fitting and construction of work, nor from furnishing material and work required by the Drawings, Specifications, and related documents which may not be indicated, or which may be indicated differently, on the approved shop drawings. Similarly, such approval shall not constitute acceptance of deviations from the Drawings, Specifications, or instructions, nor from local, state, or federal laws, nor regulations or requirements of boards, commissions, or departments having jurisdiction, nor approval of conditions which may involve infringement of patents. 2. The Architect's shop drawings shall read: a. "Reviewed," b. "Rejected," C. "Revise and Resubmit," or SUBMITTAL PROCEDURES The Jones Payne Group 01330-7 d. "Furnish as Corrected." C. Informational Submittals: Architect will review each submittal and will not return it, or will reject and return it if it does not comply with requirements. Architect will forward each submittal to appropriate party. D. Submittals not required by the Contract Documents will not be reviewed and may be discarded. END OF SECTION 01330 SUBMITTAL PROCEDURES The Jones Payne Group 01330-8 01400 — Quality Requirements General Requirements The Jones Payne Group This page intentionally left blank. General Requirements The Jones Payne Group SECTION 01400 QUALITY REQUIREMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for quality assurance and quality control. B. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1. Specific quality -control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products. It is the responsibility of the contractor to meet the quality of materials and installations as defined in the individual Technical Specifications Divisions 2-16. 2. Specified tests, inspections, and related actions do not limit Contractor's quality -control procedures that facilitate compliance with the Contract Document requirements. 3. Requirements for Contractor to provide quality -control services required by Sponsor, Architect, or authorities having jurisdiction are not limited by provisions of this Section. C. Related Sections include the following: 1. Division 1 Section 01731 "Cutting and Patching" for repair and restoration of construction disturbed by testing and inspecting activities. 2. Divisions 2 through 16 Sections for specific test and inspection requirements. 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 ensure that proposed construction complies with requirements. B. Quality -Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that completed construction complies with requirements. Services do not include contract enforcement activities performed by Architect. C. Testing Agency: Any entity engaged to perform specific tests, inspections. or both. Testing laboratory• shall mean the same as testing agency. QUALITY REQUIREMENTS The Jones Payne Group 01400-1 1.4 SUBMITTALS A. Qualification Data: For testing agencies specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include proof of qualifications in the form of a recent report on the inspection of the testing agency by a recognized authority. 1.5 QUALITY ASSURANCE A. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. B. Factory -Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project. C. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance. D. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance. E. Specialists: Certain sections of the Specifications require that specific construction activities shall be performed by entities who are recognized experts in those operations. Specialists shall satisfy qualification requirements indicated and shall be engaged for the activities indicated. Requirement for specialists shall not supersede building codes and similar regulations governing the Work, nor interfere with local trade -union jurisdictional settlements and similar conventions. F. Testing Agency Qualifications: An agency with the experience and capability to conduct testing and inspecting indicated, as documented by ASTM E 548, and that specializes in types of tests and inspections to be performed. 1.6 QUALITY CONTROL A. Contractor Responsibilities: Unless otherwise indicated, provide quality -control services specified and required by authorities having jurisdiction. 1. Where quality -control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality -control service. 2. Testing and inspecting requested by Contractor and not required by the Contract Documents are Contractor's responsibility. 3. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct. QUALITY REQUIREMENTS The Jones Payne Group 01400-2 B. Special Tests and Inspections: The Sponsor, Sponsor's Representative, or Architect will engage a testing agency to conduct special tests and inspections as required by authorities 1. Testing agency will notify Architect and Contractor promptly of irregularities and deficiencies observed in the Work during performance of its services. 2. Testing agency will submit a certified written report of each test, inspection, and similar quality -control service to Architect with copy to Contractor and to authorities having jurisdiction. 3. Testing agency will submit a final report of special tests and inspections at the time of Substantial Completion or Final inspection, which may include a list of unresolved deficiencies. 4. Testing agency will interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents. 5. Testing agency will retest and reinspect corrected work. C. Manufacturer's Field Services: Where indicated, engage a factory -authorized service representative to inspect field -assembled components and equipment installation, including service connections. Report results in writing. D. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality -control services, including retesting and reinspecting, for construction that revised or replaced Work that failed to comply with requirements established by the Contract Documents. E. 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. Interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from requirements. 3. Submit a certified written report, in duplicate, of each test, inspection, and similar quality - control service through Contractor. 4. Do not release, revoke, alter, or increase requirements of the Contract Documents or approve or accept any portion of the Work. 5. Do not perform any duties of Contractor. F. Associated Services: Cooperate with agencies performing required tests, inspections. and similar quality -control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following: 1. Access to the Work. 2. Incidental labor and facilities necessary to facilitate tests and inspections. 3. Adequate quantities of representative samples of materials that require testing and inspecting. Assist agency in obtaining samples. 4. Facilities for storage and field -curing of test samples. 5. Delivery of samples to testing agencies. 6. Preliminary design mix proposed for use for material mixes that require control by testing agency. 7. Security and protection for samples and for testing and inspecting equipment at Project site. G. Coordination: Coordinate sequence of activities to accommodate required quality -assurance and quality -control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting. QUALITY REQUIREMENTS The Jones Payne Group 01400-3 1. Schedule times for tests, inspections, obtaining samples, and similar activities. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 REPAIR AND PROTECTION A. General: On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes. 1. Provide materials and comply with installation requirements specified in other Sections of these Specifications. Restore patched areas and extend restoration into adjoining areas in a manner that eliminates evidence of patching. 2. Comply with the Contract Document requirements for Division 1 Section 01731 "Cutting and Patching." B. Protect construction exposed by or for quality -control service activities. C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality -control services. END OF SECTION 01400 QUALITY REQUIREMENTS The Jones Payne Group 01400-4 01420 — References General Requirements The Jones Payne Group This page intentionally left blank. General Requirements The Jones Payne Group SECTION 01420 REFERENCES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 DEFINITIONS A. General: Basic Contract definitions are included in the Conditions of the Contract. B. "Approved": The term "reviewed," when used to convey Architect's action on Contractor's submittals, applications, and requests, is limited to Architect's duties and responsibilities as stated in the Conditions of the Contract. C. "Directed": Terms such as "directed," "requested," "authorized," "selected," "approved," "required," and "permitted" mean directed by Architect, requested by Architect, and similar phrases. D. "Indicated": The term "indicated" refers to graphic representations, notes, or schedules on Drawings or to other paragraphs or schedules in Specifications and similar requirements in the Contract Documents. Terms such as "shown," "noted," "scheduled," and "specified" are used to help the user locate the reference. E. "Regulations": The term "regulations" includes laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, as well as rules, conventions, and agreements within the construction industry that control performance of the Work. F. "Furnish": The term "furnish" means to supply and deliver to Project site, ready for unloading. unpacking, assembly, installation, and similar operations. G. "Install": The term "install" describes operations at Project site including unloading, temporarily storing, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. H. "Provide": The term "provide" means to furnish and install, complete and ready for the intended use. "Installer": An installer is the Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub -subcontractor, to perform a particular construction operation, including installation, erection, application, and similar operations. J. The term "experienced," when used with an entity, means having successfully completed a minimum of five (5) previous projects similar in size and scope to this Project; being familiar with special requirements indicated; and having complied with requirements of authorities having jurisdiction. REFERENCES The Jones Payne Group 01420-1 Using a term such as "carpentry" does not imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name. such as "carpenter." It also does not imply that requirements specified apply exclusively to tradespeople of the corresponding generic name. K. "Project site" is the space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built. 1.3 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 bound or copied — directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. B. Publication Dates: Comply with standards in effect as of date of the Contract Documents, unless otherwise indicated. C. Conflicting Requirements: If compliance with two or more standards is specified and the -- standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different, but apparently equal, to Architect for a decision before proceeding. 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. D. Copies of Standards: Each entity engaged in construction on Project must be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents. -- Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source and make them available on request. E. Abbreviations and Acronyms for Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web site addresses are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. AAMA American Architectural Manufacturers Association (847) 303-5664 www.aamanet.org AIA American Institute of Architects (The) (202) 626-7300 www.aiaonline.ora AITC American Institute of Timber Construction (303) 792-9559 ALSC American Lumber Standard Committee (301) 972-1700 REFERENCES The Jones Payne Group 01420-2 ANSI American National Standards Institute (212) 642-4900 www.ansi.org APA APA-The Engineered Wood Association (253) 565-6600 www.apawood.org ASTM American Society for Testing and Materials (610) 832-9585 www.astm.org AWI Architectural Woodwork Institute (800) 449-8811 www.awinet.org (703) 733-0600 AWPA American Wood -Preservers' Association (817) 326-6300 www.awpa.com AWS American Welding Society (800) 443-9353 www.aws.org (305) 443-9353 CIMA Cellulose Insulation Manufacturers Association (888) 881-2462 www.cellulose.org (937) 222-2462 CSI Construction Specifications Institute (The) (800) 689-2900 www.csinet.org (703) 684-0300 CSSB Cedar Shake & Shingle Bureau (604) 462-8961 www.cedarbureau.org DHI Door and Hardware Institute (703) 222-2010 www.dhi.org GA Gypsum Association (202) 289-5440 www.gypsum.org GANA Glass Association of North America (785) 271-0208 (Formerly: FGMA - Flat Glass Marketing Association) www.glasswebsite.com/gana GTA Glass Tempering Division of Glass Association of North America (See GANA) IGCC Insulating Glass Certification Council (315) 938-7444 www.iqcc.org LSGA Laminated Safety Glass Association (See GANA) NeLMA Northeastern Lumber Manufacturers' Association (207) 829-6901 www.nelma.orq NFRC National Fenestration Rating Council (301) 589-6372 www.nfrc.org _ NGA National Glass Association (703) 442-4890 www.qlass.org REFERENCES The Jones Payne Group 01420-3 F NHLA National Hardwood Lumber Association (901) 377-1818 www.natlhardwood.org NLGA National Lumber Grades Authority (604) 524-2393 www.nlqa.org NWWDA National Wood Window and Door Association (See WDMA) SGCC Safety Glazing Certification Council (315) 938-7444 www.sqcc.org SIGMA Sealed Insulating Glass Manufacturers Association (312) 644-6610 www.sigmaonline.org/sigma SMA Screen Manufacturers Association (561) 533-0991 UL Underwriters Laboratories Inc. (800) 704-4050 www.ul.com (847) 272-8800 USG United States Gypsum Company (800) 874-4968 A Subsidiary of USG Corporation (312) 606-4000 www.usq.com WCLIB West Coast Lumber Inspection Bureau (800) 283-1486 www.wclib.org (503) 639-0651 WDMA Window & Door Manufacturers Association (800) 223-2301 (Formerly: NWWDA - National Wood Window and Door (847) 299-5200 Association) www.wdma.com WIC Woodwork Institute of California (916) 372-9943 www.wicnet.orq WMMPA Wood Moulding & Millwork Producers Association (800) 550-7889 www.wmmpa.com (530) 661-9591 WWPA Western Wood Products Association (503) 224-3930 www.wwpa.org Abbreviations and Acronyms for Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web site addresses are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. BOCA BOCA International, Inc. (708) 799-2300 www.bocai.org CABO Council of American Building Officials (See ICC) ICBO International Conference of Building Officials (800) 284-4406 www.icbo.org (562) 699-0541 REFERENCES The Jones Payne Group 01420-4 ICC International Code Council (703) 931-4533 (Formerly: CABO - Council of American Building Officials) www. inticode.ora SBCCI Southern Building Code Congress International, Inc. (205) 591-1853 www.sbcci.org G. Abbreviations and Acronyms for Federal Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web site addresses are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. CFR Code of Federal Regulations (202) 512-1800 www.access.gpo.gov/nara/cfr CPSC Consumer Product Safety Commission (800) 638-2772 www.cpsc.gov (301) 504-0990 DOC Department of Commerce (202) 482-2000 www.doc.gov DOD Department of Defense (215) 697-6257 DOD Specifications and Standards www.astimage.daps.dla.mil/online EPA Environmental Protection Agency (202) 260-2090 www.epa.gov FAA Federal Aviation Administration (202) 366-4000 Department of Transportation www.faa.gov FED -STD Federal Standard (See FS) FS Federal Specification (Available from DOD, GSA, and NIBS) FTMS Federal Test Method Standard (See FS) NIST National Institute of Standards and Technology (301) 975-2000 www.nist.gov OSHA Occupational Safety & Health Administration (202) 219-5000 (See CFR 29) www.osha.gov PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01420 REFERENCES The Jones Payne Group 01420-5 THIS PAGE INTENTIONALLY LEFT BLANK REFERENCES The Jones Payne Group 01420-6 01500 - Temporary Facilities and Controls General Requirements The Jones Payne Group This page intentionally left blank. General Requirements The Jones Payne Group , SECTION 01500 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes requirements for temporary facilities and controls, including temporary utilities, support facilities, and security and protection facilities. B. Support facilities include, but are not limited to, the following: 1. Project identification and temporary signs. 2. Field offices. 3. Storage and fabrication sheds. C. Related Sections include the following: 1. Division 1 Section 01330 "Submittal Procedures" for procedures for submitting copies of implementation and termination schedule and utility reports. 2. Division 1 Section 01700 "Execution Requirements" for progress cleaning requirements. 1.3 USE CHARGES A. General: Cost or use charges for temporary facilities are not chargeable to Sponsor, Sponsor's Representative or Architect and shall be included in the Contract Sum. Allow other entities to use temporary services and facilities without cost, including, but not limited to, the following: 1. Sponsor's construction forces. 2. Occupants of Project. 3. Architect. 4. Testing agencies. 5. Personnel of authorities having jurisdiction. 1.4 QUALITY ASSURANCE A. Standards: Comply with ANSI A10.6, NECA's "Temporary Electrical Facilities," and NFPA 241 TEMPORARY FACILITIES The Jones Payne Group 01500-1 1.5 PROJECT CONDITIONS A. Conditions of Use: The following conditions apply to use of temporary services and facilities by all parties engaged in the Work: 1. Keep temporary services and facilities clean and neat. PART2-PRODUCTS 2.1 MATERIALS A. General: Provide new materials. Undamaged, previously used materials in serviceable condition may be used if approved by Architect. Provide materials suitable for use intended B. Lumber and Plywood: Comply with requirements in Division 6 Section "Rough Carpentry'' and "Miscellaneous Carpentry." C. Roofing: Standard -weight, mineral -surfaced, asphalt shingles or asphalt -impregnated and - coated, mineral -surfaced, roll -roofing sheet. D. Gypsum Board: Minimum 1/2 inch (12.7 mm) thick by 48 inches (1219 mm) wide by maximum available lengths; regular -type panels with tapered edges. Comply with ASTM C 36. E. Paint: Comply with requirements in Division 9 Section "Painting." F Water: Potable. 2.2 EQUIPMENT A. General: Provide equipment suitable for use intended. B. Field Offices: The Contractor shall provide a field office with close proximity to the residences receiving work under this Contract. Field office shall be a heated and air-conditioned space with toilet and telephone facilities available for use. Field office shall be available to Sponsor, Sponsor's Representative, Architect, Homeowner Liaison, and Resident Inspector for meetings or as required to supervise and/or facilitate work of the Contract. Contractor shall provide work space for the Architect and the Architect's Resident Inspector at the field office. This shall include, but not be limited to: desk or work table, file cabinet, access to facsimile transmittal machine and copying machine, and telephone. Architect's Resident Inspector shall have " access to the field office during normal work hours, as specified herein. C. Fire Extinguishers: Hand -carried, portable, UL rated. Provide class and extinguishing agent as _ indicated or a combination of extinguishers of NFPA-recommended classes for exposures. 1. Comply with NFPA 10 and NFPA 241 for classification, extinguishing agent, and size a required by location and class of fire exposure. D. Drinking -Water Fixtures: Drinking -water fountains, including paper cup supply. TEMPORARY FACILITIES The Jones Payne Group 01500-2 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. 3.2 SUPPORT FACILITIES INSTALLATION A. General: Comply with the following: 1. Locate field offices, storage sheds, sanitary facilities, and other temporary construction and support facilities for easy access. 2. Provide incombustible construction for offices, shops, and sheds located within construction area or within 30 feet (9 m) of building lines. Comply with NFPA 241, 3. Maintain support facilities until near Substantial Completion. Remove before Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to Sponsor. B. Project Identification and Temporary Signs: Prepare Project identification and other signs in sizes indicated. Install signs where indicated to inform public and persons seeking entrance to Project. Do not permit installation of unauthorized signs. 1. Engage an experienced sign painter to apply graphics for Project identification signs. Comply with details indicated. 2. Prepare temporary signs to provide directional information to construction personnel and visitors. 3. Construct signs of exterior -type Grade B-B high -density concrete form overlay plywood in sizes and thicknesses indicated. Support on posts or framing of preservative -treated wood or steel. 4. Paint sign panel and applied graphics with exterior -grade alkyd gloss enamel over exterior primer. C. Waste Disposal Facilities: Provide waste -collection containers in sizes adequate to handle waste from construction operations. Containerize and' clearly label hazardous, dangerous, or unsanitary waste materials separately from other waste. Comply with Division 1 Section 01700 "Execution Requirements" for progress cleaning requirements. 1. If required by authorities having jurisdiction, provide separate containers, clearly labeled, for each type of waste material to be deposited. 2. Develop a waste management plan for Work performed on Project. Indicate types of waste materials Project will produce and estimate quantities of each type. Provide detailed information for on -site waste storage and separation of recyclable materials Provide information on destination of each type of waste material and means to be used to dispose of all waste materials. D. Common -Use Field Office: Provide an insulated, weathertight, air-conditioned field office for use as a common facility by all personnel engaged in construction activities; of sufficient size to accommodate required office personnel and meetings. Keep office clean and orderly. Furnish and equip offices as follows: TEMPORARY FACILITIES The Jones Payne Group 01500-3 Desk and four chairs, four -drawer file cabinet, a plan table, a plan rack, and bookcase. Water cooler and private toilet complete with water closet, lavatory, and medicine cabinet with mirror. 2. Construct framing, sheathing, and siding using fire -retardant -treated lumber and plywood 3. Paint exposed lumber and plywood with exterior -grade acrylic -latex emulsion over exterior primer. Paint interior walls with two coats of interior latex -flat wall paint 4. Provide resilient floor covering and painted gypsum wallboard walls and acoustical ceiling. Provide operable windows with adjustable blinds and insect screens. 5. Provide an electric heater with thermostat capable of maintaining a uniform indoor temperature of 68 deg F (20 deg C). Provide an air-conditioning unit capable of maintaining an indoor temperature of 72 deg F (23 deg C). 6. Provide fluorescent light fixtures capable of maintaining average illumination of 20 fc (215 — Ix) at desk height. Provide 110- to 120-V duplex outlets spaced at not more than 12-foot (4-m) intervals, 1 per wall in each room. E. Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to accommodate materials and equipment involved, including temporary utility services. Sheds may be open shelters or fully enclosed spaces within building or elsewhere on -site. Construct framing, sheathing, and siding using fire -retardant -treated lumber and plywood. Paint exposed lumber and plywood with exterior -grade acrylic -latex emulsion over exterior primer. 3.3 OPERATION, TERMINATION, AND REMOVAL A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse, limit availability of temporary facilities to essential and intended uses. B. Maintenance: Maintain facilities in good operating condition until removal. C. Termination and Removal: Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than -- Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired. 1. Materials and facilities that constitute temporary facilities are the property of Contractor. The Sponsor, Sponsor's Representative, or Architect reserve the right to take possession of Project identification signs. 2. At Substantial Completion, clean and renovate permanent facilities used during construction period. Comply with final cleaning requirements in Division 1 Section 01770 "Closeout Procedures." END OF SECTION 01500 TEMPORARY FACILITIES The Jones Payne Group 01500-4 L General Requirements 01600 — Product Requirements The Jones Payne Group This page intentionally left blank. General Requirements The Jones Payne Group SECTION 01600 PRODUCT REQUIREMENTS PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following administrative and procedural requirements: selection of products for use in Project; product delivery, storage, and handling; manufacturers' standard warranties on products; special warranties; product substitutions; and comparable products. B. Related Sections include the following: 1. Division 1 Section 01420 "References" for applicable industry standards for products specified. 2. Division 1 Section 01770 "Closeout Procedures" for submitting warranties for contract closeout. 3. Divisions 2 through 16 Sections for specific requirements for warranties on products and installations specified to be warranted. 1.3 DEFINITIONS A. Products: Items purchased for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent. 1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation, shown or listed in manufacturer's published product literature, that is current as of date of the Contract Documents. 2. New Products: Items that have not previously been incorporated into another project or facility. Products salvaged or recycled from other projects are not considered new products. 3. Comparable Product: Product that is demonstrated and approved through submittal process, or where indicated as a product substitution, to have the indicated qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product. B. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor. C. Manufacturer's Warranty: Preprinted written warranty published by individual manufacturer for a particular product and specifically endorsed by manufacturer to the Sponsor. PRODUCT REQUIREMENTS The Jones Payne Group 01600-1 D. Special Warranty: Written warranty required by or incorporated into the Contract Documents, either to extend time limit provided by manufacturer's warranty or to provide more rights for Sponsor. 1.4 SUBMITTALS A. Product List: Submit a list, in tabular from, showing specified products. Include generic names of products required. Include manufacturer's name and proprietary product names for each product. 1. Coordinate product list with Contractor's Construction Schedule and the Submittals Schedule. 2. Form: Tabulate information for each product under the following column headings: a. Specification Section number and title. b. Generic name used in the Contract Documents. C. Proprietary name, model number, and similar designations. d. Manufacturer's name and address. e. Supplier's name and address. f. Projected delivery date or time span of delivery period. 3. Initial Submittal: Within ten [10] days after date of commencement of the Work, submit three (3) copies of initial product list. Include a written explanation for omissions of data and for variations from Contract requirements. a. At Contractor's option, initial submittal may be limited to product selections and designations that must be established early in Contract period. 4. Completed List: Within Thirty (30) days after date of Notice to Proceed, submit three (3) copies of a completed product list, indicating all products used in the project. Such list should directly correspond to product submittals. Include a written explanation for omissions of data and for variations from Contract requirements. 5. Architect's Action: Architect will respond in writing to Contractor within fifteen (15) days of receipt of completed product list. Architect's response will include a list of unacceptable — product selections and a brief explanation of reasons for this action. Architect's response, or lack of response, does not constitute a waiver of requirement that products comply with the Contract Documents. B. Substitution Requests: Submit three (3) 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 material or product cannot be provided. _ b. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by separate contracts that will be necessary to accommodate proposed substitution. C. Product Data, including drawings and descriptions of products and fabrication and _ installation procedures. d. Samples, where applicable or requested. PRODUCT REQUIREMENTS The Jones Payne Group 01600-2 e. List of similar installations for completed projects with project names and addresses, and names and addresses of architects and sponsors. f. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated. g. Research/evaluation reports evidencing compliance with building code in effect for Project, from a model code organization acceptable to authorities having jurisdiction. h. Detailed comparison of Contractor's Construction Schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating lack of availability or delays in delivery. i. Cost information, including a proposal of change, if any, in the Contract Sum. j. Contractor's certification that proposed substitution complies with requirements in the Contract Documents and is appropriate for applications indicated. k. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results. 3. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within one (1) week of receipt of a request for substitution. Architect will notify Contractor of acceptance or rejection of proposed substitution within fifteen (15) days of receipt of request, or seven (7) days of receipt of additional information or documentation, whichever is later. a. Form of Acceptance: Change Order. b. Use product specified if Architect cannot make a decision on use of a proposed substitution within time allocated. 1.5 QUALITY ASSURANCE A. Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, product selected shall be compatible with products previously selected, even if previously selected products were also options. 1.6 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft. Comply with manufacturer's written instructions. 1. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. 2. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. 3. Inspect products on delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected. 4. Store products to allow for inspection and measurement of quantity or counting of units. 5. Comply with product manufacturer's written instructions for temperature, humidity, ventilation, and weather -protection requirements for storage. 6. Protect stored products from damage. PRODUCT REQUIREMENTS The Jones Payne Group 01600-3 B. Storage: Provide a secure location and enclosure at Project site for storage of materials and equipment by construction forces. Coordinate location with Architect. 1.7 PRODUCT WARRANTIES A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract Documents. B. Special Warranties: Prepare a written document that contains appropriate terms and identification, ready for execution. Submit a draft for approval before final execution. 1. Specified Form: Forms are included with the Specifications. Prepare a written document using appropriate form properly executed. 2. Refer to Divisions 2 through 16 Sections for specific content requirements and particular requirements for submitting special warranties. C. Submittal Time: Comply with requirements in Division 1 Section 01770 "Closeout Procedures. PART 2-PRODUCTS 2.1 PRODUCT OPTIONS A. General Product Requirements: Provide products that comply with the Contract Documents, that are undamaged, and unless otherwise indicated, that are new at time of installation 1. Provide products complete with accessories, trim, finish, fasteners, and other items _ needed for a complete installation and indicated use and effect. 2. Standard Products: If available, and unless custom products or nonstandard options are specified, provide standard products of types that have been produced and used successfully in similar situations on other projects. 3. The Sponsor, Sponsor's Representative, and Architect reserves the right to limit selection to products with warranties not in conflict with requirements of the Contract Documents. 4. Where products are accompanied by the term "as selected," Architect will make selection. 5. Where products are accompanied by the term "match sample," sample to be matched is Architect's. 6. Single Source Manufacturer: The Contractor must use a single manufacturer to respond to the performance requirements in the Technical Specifications Division 2-16. This requirement is included to prevent two dissimilar products in adjacent locations. If a manufacturer does not provide sizes or styles the Contractor is required to call attention _ to and request clarification from the Architect prior to Order. 7. Descriptive, performance, and reference standard requirements in the Specifications establish "salient characteristics" of products. 8. Or Equal: Where products are specified by name and accompanied by the term "or — equal" or "or approved equal" or "or approved," comply with provisions in "Comparable Products" Article to obtain approval for use of an unnamed product. B. Product Selection Procedures: Procedures for product selection include the following: PRODUCT REQUIREMENTS The Jones Payne Group 01600-4 Products: Where Specification paragraphs or subparagraphs titled "Products" introduce a list of names of both products and manufacturers, provide one of the products listed that complies with requirements. a. Substitutions may be considered, unless otherwise indicated. 2. Manufacturers: Where Specification paragraphs or subparagraphs titled "Manufacturers" introduce a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements. a. Substitutions may be considered, unless otherwise indicated. 2.2 PRODUCT SUBSTITUTIONS A. Timing: Architect will consider requests for substitution if received within thirty (30) days after the Notice to Proceed. Requests received after that time may be considered or rejected at discretion of Architect. B. 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 requirements: 1. Requested substitution is consistent with the Contract Documents and will produce indicated results. 2. Substitution request is fully documented and properly submitted. 3. Requested substitution will not adversely affect Contractor's Construction Schedule. 4. Requested substitution has received necessary approvals of authorities having jurisdiction. 5. Requested substitution is compatible with other portions of the Work. 6. Requested substitution has been coordinated with other portions of the Work. 7. Requested substitution provides specified warranty. 2.3 COMPARABLE PRODUCTS A. Where products or manufacturers are specified by name, submit the following, in addition to other required submittals, to obtain approval of an unnamed product: 1. Evidence that the proposed product does not require extensive revisions to the Contract Documents, that it is consistent with the Contract Documents and will produce the indicated results, and that it is compatible with other portions of the Work. 2. Detailed comparison of significant qualities of proposed product with those named in the Specifications. Significant qualities include attributes such as performance, weight, size, durability, visual effect, and specific features and requirements indicated. 3. Evidence that proposed product provides specified warranty. 4. List of similar installations for completed projects with project names and addresses, and names and addresses of architects and sponsors, if requested. 5. Samples, if requested. PART 3 - EXECUTION (Not Used) END OF SECTION 01600 PRODUCT REQUIREMENTS The Jones Payne Group 01600-5 THIS PAGE INTENTIONALLY LEFT BLANK PRODUCT REQUIREMENTS The Jones Payne Group 01600-6 01700 - Execution Requirements General Requirements The Jones Payne Group This page intentionally left blank. General Requirements The Jones Payne Group . SECTION 01700 EXECUTION REQUIREMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes general procedural requirements governing execution of the Work including, but not limited to, the following: 1. General installation of products. 2. Progress cleaning. 3. Protection of installed construction. 4. Correction of the Work. B. Related Sections include the following: 1. Division 1 Section 01731 "Cutting and Patching" for procedural requirements for cutting and patching necessary for the installation or performance of other components of the Work. 2. Division 1 Section 01770 "Closeout Procedures" for submitting final property survey with Project Record Documents, recording of Owner -accepted deviations from indicated lines and levels, and final cleaning. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 EXAMINATION A. General: Examination of the site and pertinent existing buildings shall be made by the Contractor who shall compare it to the contract drawings and specifications to determine the exact amount including that to be removed, altered and/or reconnected. The Contractor shall be satisfied as to the condition under which the work is to be performed and gain complete knowledge of the scope of the work to provide a complete and operable system. No allowances shall subsequently be made for any extra expense to which the Contractor may be accountable due to failure to make such examination and to include the required materials and labor in the bid. EXECUTION REQUIREMENTS The Jones Payne Group 01700-1 1. The Contractor will be held to have examined the premises before submitting the proposal for the work and to have knowledge as to the existing conditions under which the work is to be accomplished. B. Acceptance of Conditions: Examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations. 1. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. 2. Examine roughing -in for mechanical and electrical systems to verify actual locations of connections before equipment and fixture installation. 3. Examine walls, floors, and roofs for suitable conditions where products and systems are to be installed. 4. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions. 3.2 PREPARATION A. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Homeowner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: 1. Notify Architect and Sponsor in the shop drawings and in writing not less than two (2) days in advance of proposed utility interruptions. B. Field Measurements: Coordinate field measurements for primary products (windows and doors) with a representative from the Manufacturer to ensure correct measurement, order and fit of products. Recheck and verify measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work. C. Space Requirements: Verify space requirements and dimensions of items shown — diagrammatically on Drawings. D. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents, submit a request for information to Architect. Include a detailed description of problem encountered, together with recommendations for changing the Contract Documents. Submit requests on AIA form "Request for Information." 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. — 2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement. 3. Conceal pipes, ducts, and wiring in finished areas, unless otherwise indicated. — B. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated. EXECUTION REQUIREMENTS The Jones Payne Group 01700-2 C. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion. D. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. E. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels. F. Anchors and Fasteners: The Contractor is to be responsible for providing an engineered fastening schedule (refer to Technical Specifications Divisions 2-16) for all products subject to hurricane conditions. Provide anchors and fasteners as required to anchor each component securely in place, accurately located and aligned with other portions of the Work. 1. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by Architect. 2. Allow for building movement, including thermal expansion and contraction. G. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints. H. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous. 3.4 PROGRESS A. Site: Maintain Project site free of waste materials and debris. B. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work. 1. Remove liquid spills promptly. 2. Where dust would impair proper execution of the Work, broom -clean or vacuum the entire work area, as appropriate. C. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces. D. Concealed Spaces: Remove debris from concealed spaces before enclosing the space E. Exposed Surfaces: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion. F. Cutting and Patching: Clean areas and spaces where cutting and patching are performed. Completely remove paint, mortar, oils, putty, and similar materials. 1. Thoroughly clean piping, conduit, and similar features before applying paint or other finishing materials. Restore damaged pipe covering to its original condition. G. Waste Disposal: Burying or burning waste materials on -site will not be permitted. Washing waste materials down sewers or into waterways will not be permitted. EXECUTION REQUIREMENTS The Jones Payne Group 01700-3 H. During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion. I. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. _. J. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. 3.5 PROTECTION OF INSTALLED CONSTRUCTION A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion. B. Comply with manufacturer's written instructions for temperature and relative humidity. 3.6 CORRECTION OF THE WORK A. Repair or remove and replace defective construction. Restore damaged substrates and finishes. Comply with requirements in Division 1 Section 01731 "Cutting and Patching." 1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. B. Restore permanent facilities used during construction to their specified condition. C. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired without visible evidence of repair. D. Repair components that do not operate properly. Remove and replace operating components that cannot be repaired. E. Remove and replace chipped, scratched, and broken glass or reflective surfaces. END OF SECTION 01700 EXECUTION REQUIREMENTS The Jones Payne Group 01700-4 01731 - Cutting and Patching General Requirements The Jones Payne Group This page intentionally left blank. General Requirements The Jones Payne Group SECTION 01731 CUTTING AND PATCHING PART1-GENERAL 11.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes procedural requirements for cutting and patching. B. Related Sections include the following: Divisions 2 through 16 Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work. 1.3 DEFINITIONS A. Cutting: Removal of existing construction necessary to permit installation or performance of other Work. B. Patching: Fitting and repair work required to restore surfaces to original conditions after installation of other Work. 1.4 SUBMITTALS A. Cutting and Patching Proposal: Submit a proposal describing procedures at least ten (10) days before the time cutting and patching will be performed, requesting approval to proceed. Include the following information: 1. Extent: Describe cutting and patching, show how they will be performed, and indicate why they cannot be avoided. 2. Changes to Existing Construction: Describe anticipated results. Include changes to structural elements and operating components as well as changes in building's appearance and other significant visual elements. 3. Products: List products to be used and firms or entities that will perform the Work. 4. Dates: Indicate when cutting and patching will be performed. 5. Utilities: List utilities that cutting and patching procedures will disturb or affect. List utilities that will be relocated and those that will be temporarily out of service Indicate how long service will be disrupted. 6. Architect's Approval: Obtain approval of cutting and patching proposal before cutting and patching. Approval does not waive right to later require removal and replacement of unsatisfactory work. CUTTING AND PATCHING The Jones Payne Group, Inc. 01731-1 1.5 QUALITY ASSURANCE A. Structural Elements: Do not cut and patch structural elements in a manner that could change their load -carrying capacity or load -deflection ratio. B. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety. C. Miscellaneous Elements: Do not cut and patch the elements or related components in a manner that could change their load -carrying capacity, that results in reducing their capacity to perform as intended, or that results in increased maintenance or decreased operational life or safety. D. Visual Requirements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner. E. Cutting and Patching Conference: Before proceeding, meet at Project site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding. PART 2-PRODUCTS 2.1 MATERIALS A. General: Comply with requirements specified in other Sections of these Specifications. B. Existing Materials: Use materials identical to existing materials. For exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible. 1. If identical materials are unavailable or cannot be used, use materials that, when installed, will match the visual and functional performance of existing materials PART 3 - EXECUTION 3.1 EXAMINATION A. Examine surfaces to be cut and patched and conditions under which cutting and patching are to be performed. 1. Compatibility: Before patching, verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. 2. Proceed with installation only after unsafe or unsatisfactory conditions have been corrected. CUTTING AND PATCHING The Jones Payne Group, Inc. 01731-2 3.2 PREPARATION A. Temporary Support: Provide temporary support of Work to be cut. B. Protection: Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations. C. Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. D. Existing Services: Where existing services are required to be removed, relocated, or abandoned, bypass such services before cutting to avoid interruption of services to occupied areas. 3.3 PERFORMANCE A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay. 1. Cut existing construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition. B. Cutting: Cut existing construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations. 1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. 2. Existing Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. 3. Concrete or Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond -core drill. 4. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting. 5. Proceed with patching after construction operations requiring cutting are complete C. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other Work. Patch with durable seams that are as invisible as possible. Provide materials and comply with installation requirements specified in other Sections of these Specifications. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate integrity of installation. 2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. CUTTING AND PATCHING The Jones Payne Group, Inc. 01731-3 3. Plaster Surrounds: _ Where walls require patching to provide new plaster surrounds, provide an even surface of uniform finish, color, texture, and appearance. Remove existing wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance. a. Where patching occurs in a painted surface, apply primer and intermediate paint coats over the patch and apply final paint coat over entire wall surface containing the patch to the edges of natural breaks. Provide additional coats until patch blends with adjacent surfaces. 4. Repairing and Replacing Existing Work: All items of existing work which are to remain and are damaged or removed on account of work done under this Contract, including interior and exterior finishes, trim, fixtures, and furnishings, shall be repaired and replaced to match existing adjacent work in all respects. Any damage to buildings, roads, public roads, bituminous concrete areas, fences, lawn areas, trees, shrubbery, poles, underground utilities, etc. shall be made good by the Contractor at his/her own expense, all to the satisfaction of the Architect. 5. Existing Electrical Items At New Wall/Ceiling Modifications: -- Where a new wall or ceiling modification (or vertical/horizontal duct enclosure) is being installed, any existing lights, fans, outlets, switches, plugs, telephone jacks, cable jacks, thermostats, etc., Or any other item(s), exclusive of security systems, affected by the installation of the new work, are to be extended forward and reinstalled to accommodate the new wall or ceiling modification. Provide new wiring, plug extensions, etc. As required for a complete and operable installation. All work shall be performed in accordance with all applicable codes. Patch all wall/ceiling finishes to match existing thickness before installation of new wall or ceiling modification. 6. Existing Shelving/Casework - Remove/Reinstall At New Work: At wall, ceiling, or other modifications in contact with existing shelving, casework, or other — finished item, remove and reinstall the item to its original location unless otherwise noted. Provide new parts to match existing where required for a complete, safe, and secure re- installation. Provide new trim where required. 7. Existing Floor Finishes - Cut Back/Protect At New Wall/Door Modifications: Where a new door is to be installed, the existing carpeting and/or pad, or other floor finish shall be cut back and reinstalled to accommodate the door installation. Protect existing floor finish during construction. Reinstalled floor finish shall match existing conditions. Provide new tack strips, trim, padding, etc., Where required, for a complete and finished installation. Repair Concrete Terrazzo floors where required to provide a solid installa- tion. 8. New Ductwork Penetrations: At New, Wall, Or Ceiling Ductwork Openings, the floor, wall and/or ceiling finish affected by new openings shall be repaired to match existing. Openings created for new ductwork shall be no greater than 5/8 inch around the perimeter of the ductwork and shall be filled with fiberglass insulation, backer rod, and sealant (with wood blocking, as required by these specifications). Provide new metal collar(s) and ceiling penetrations. Where new ductwork passes through a closet space, cut back and adjust existing shelves, bracket(s), rods, etc. to accommodate new ductwork. 9. New Ductwork At Finish Ceilings: Where a finished GWB or other ceiling exists in any space designated to receive new ductwork, where designated, provide new duct enclosure as detailed. Provide new ceiling material, finish and components, as required, to match existing for a complete, finished installation. CUTTING AND PATCHING The Jones Payne Group, Inc. 01731-4 10. Existing Ceiling Beams At New Wall/Ceiling Modifications: Where real beams exist, install new gypsum board between and against them. Provide new molding where required to provide finished appearance. 11. New Work In Closet Space: At installation of a new attic access panel or ceiling modification, duct enclosure, etc. Or other construction within a closet or kitchen cabinet, remove existing obstruction required for installation of the new work. Adjust, as required, and reinstall the existing item to their original location. Replace any item(s) damaged during the course of removal with new to match existing. If items are not reusable, provide new to match existing. 12. Existing Exterior Siding At Removals - Repair To Match Existing: Where an existing electric meter, door, window or door trim, etc. Is being removed or re- located, the contractor shall repair or replace exterior siding, shingles, trim, etc. Affected by the new work to match existing conditions. Where vinyl or aluminum siding exists, match existing exposure, color and texture. Where wood siding, clapboards, or shingles exist, matching existing exposure, color, and finish. 13. Existing Exterior Siding At New Installations - Repair To Match Existing: Where any new exterior work such as window, door, louver, or new trim or panning in- stallation affects the existing siding, shingles, clapboards, vinyl or aluminum siding and/or trim, the contractor shall repair or replace the material affected by the work with new to match existing. Where vinyl or aluminum siding exists, match existing exposure, color, and texture. Where wood siding, clapboards, or shingles exist, match existing exposure, wood species, color, and finish. 14. Stucco Matching: Exterior stucco shall be mixed and applied to match existing texture, and shall be ready to receive finish paint. If the existing stucco is an integral color material, the new stucco shall match that color. 15. Concrete Masonry Units: Masonry shall be installed using materials which match existing. Fit masonry units into bonding and coursing pattern. Mortar joint width and color to match existing. 16. New Windows/Doors - Remove And Reinstall Items: Where required for the installation of program work; remove existing shutters, planters, etc., or any other item that obstructs the work. Reinstall the existing materials to the original location with new galvanized fastening devices as required for a complete, se- cure, and safe reinstallation. 17. New Ceilings - Extend Electrical Items: At new ceiling modifications, all existing ceiling lighting fixtures, smoke alarms, switches, receptacles, fans, or other electrical items (exclusive of security or fire alarm systems) shall be extended forward to accommodate the ceiling modification. This shall include telephone, coaxial, and audio cables. END OF SECTION 01731 CUTTING AND PATCHING The Jones Payne Group, Inc. 01731-5 THIS PAGE INTENTIONALLY LEFT BLANK CUTTING AND PATCHING The Jones Payne Group, Inc. 01731-6 01732 - Selective Demolition General Requirements The Jones Payne Group This page intentionally left blank. General Requirements The Jones Payne Group SECTION 01732 SELECTIVE DEMOLITION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Demolition and removal of selected portions of a building or structure. B. Related Sections include the following: 1. Division 1 Section 01100 "Summary" for use of the premises and phasing requirements. 2. Division 1 Section 01140 "Work Restrictions" for restrictions on use of the premises due to Owner or tenant occupancy. 3. Division 1 Section 01500 "Temporary Facilities and Controls" for temporary construction and environmental -protection measures for selective demolition operations. 4. Division 1 Section 01731 "Cutting and Patching" for cutting and patching procedures for selective demolition operations. 5. Division 15 Sections for demolishing, cutting, patching, or relocating mechanical items. 6. Division 16 Sections for demolishing, cutting, patching, or relocating electrical items. 1.3 DEFINITIONS A. Remove: Detach items from existing construction and legally dispose of them off -site, unless indicated to be removed and salvaged or removed and reinstalled. 1.4 MATERIALS OWNERSHIP A. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain Homeowner's property, demolished materials shall become Contractor's property and shall be taken away from the Homeowner's residence on the same day they are removed. 1.5 SUBMITTALS A. Qualification Data: For firms and persons specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with project SELECTIVE DEMOLITION The Jones Payne Group 01732-1 names and addresses, names and addresses of architects and owners, and other information specified. B. Proposed Dust -Control and Noise -Control Measures: Submit statement or drawing that indicates the measures proposed for use, proposed locations, and proposed time frame for their operation. Identify options if proposed measures are later determined to be inadequate. C. 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 Homeowner's on -site operations are uninterrupted. 2. Interruption of utility services. 3. Coordination for shutoff, capping, and continuation of utility services. 4. Coordination of Homeowner's continuing occupancy of portions of existing building and of Homeowner's partial occupancy of completed Work. 1.6 QUALITY ASSURANCE A. Demolition Firm Qualifications: An experienced firm that has specialized in demolition work similar in material and extent to that indicated for this Project. B. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. C. Standards: Comply with ANSI A10.6 and NFPA 241. D. Pre -demolition Conference: Conduct conference at Project site to comply with requirements in Division 1 Section 01310 "Project Management and Coordination." E. Pre -demolition Conference: Conduct conference at Project site to comply with requirements in Division 1 Section 01310 "Project Management and Coordination." Review methods and procedures related to selective demolition including, but not limited to, the following: 1. Inspect and discuss condition of construction to be selectively demolished. 2. Review structural load limitations of existing structure. 3. Review and finalize selective demolition schedule and verify availability of materials, demolition personnel, equipment, and facilities needed to make progress and avoid delays. 4. Review requirements of work performed by other trades that rely on substrates exposed by selective demolition operations. 1.7 PROJECT CONDITIONS A. Homeowner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Homeowner's operations will not be disrupted. Provide not less than [72] hours' notice to Homeowner through the Architect of activities that will affect Homeowner's operations. B. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. _ 1. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from authorities having jurisdiction. SELECTIVE DEMOLITION The Jones Payne Group 01732-2 C. Homeowner assumes no responsibility for condition of areas to be selectively demolished. 1. Conditions existing at time of inspection for bidding purpose will be maintained by Homeowner as far as practical. 2. If materials suspected of containing hazardous materials are encountered, do not disturb, immediately notify Sponsor's Representative and Architect. D. Storage or sale of removed items or materials on -site will not be permitted. E. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations. Maintain fire -protection facilities in service during selective demolition operations. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that utilities have been disconnected and capped. B. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required. C. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to Architect. D. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities. 3.2 UTILITY SERVICES A. Existing Utilities: Maintain services indicated to remain and protect them against damage during selective demolition operations. B. Do not interrupt existing utilities serving occupied or operating facilities unless authorized in writing by Sponsor and authorities having jurisdiction. Provide temporary services during interruptions to existing utilities, as acceptable to Homeowner and to authorities having jurisdiction. 1. Provide at least 72 hours' notice to Sponsor's Representative, Architect and Homeowner if shutdown of service is required during changeover. C. Utility Requirements: Refer to Division 15 and 16 Sections for shutting off, disconnecting, removing, and sealing or capping utilities. Do not start selective demolition work until utility disconnecting and sealing have been completed and verified in writing. SELECTIVE DEMOLITION The Jones Payne Group 01732-3 3.3 PREPARATION A. Dangerous Materials: Drain, purge, or otherwise remove, collect, and dispose of chemicals, gases, explosives, acids, flammables, or other dangerous materials before proceeding with selective demolition operations. B. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. 1. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building. 2. Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new construction, to prevent water leakage and damage to structure and interior areas. 3. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are exposed during selective demolition operations. 4. Cover and protect furniture, furnishings, and equipment that have not been removed. 3.4 POLLUTION CONTROLS A. Dust Control: Use water mist, temporary enclosures, and other suitable methods to limit spread of dust and dirt. Comply with governing environmental -protection regulations. 1. Do not use water when it may damage existing construction or create hazardous or objectionable conditions, such as ice, flooding, and pollution. 2. Wet mop floors to eliminate trackable dirt and wipe down walls and doors of demolition enclosure. Vacuum carpeted areas. B. Disposal: Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. 1. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent. C. Cleaning: Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began. 3.5 SELECTIVE DEMOLITION A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows: 1. Proceed with selective demolition systematically, from higher to lower level. Complete selective demolition operations above each floor or tier before disturbing supporting members on the next lower level. 2. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and SELECTIVE DEMOLITION The Jones Payne Group 01732-4 chopping, to minimize disturbance of adjacent surfaces. Temporarily cover openings to remain. 3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces. 4. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame -cutting operations. Maintain fire watch and portable fire -suppression devices during flame -cutting operations. 5. Maintain adequate ventilation when using cutting torches. 6. Remove decayed, vermin -infested, or otherwise dangerous or unsuitable materials and promptly dispose of off -site. 7. Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground impact or dust generation. 8. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. 9. Dispose of demolished items and materials promptly. 10. Return elements of construction and surfaces that are to remain to condition existing before selective demolition operations began. B. Masonry: Demolish in small sections. Cut masonry at junctures with construction to remain, when ever possible at mortar joints, using power -driven saw, then remove masonry between motor joints / saw cuts. 3.6 DISPOSAL OF DEMOLISHED MATERIALS A. General: Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on -site. B. Burning: Do not burn demolished materials. C. Disposal: Transport demolished materials off Homeowner's property and legally dispose of them. END OF SECTION 01732 SELECTIVE DEMOLITION The Jones Payne Group 01732-5 THIS PAGE INTENTIONALLY LEFT BLANK SELECTIVE DEMOLITION The Jones Payne Group 01732-6 01770 - Closeout Procedures General Requirements The Jones Payne Group This page intentionally left blank. General Requirements The Jones Payne Group SECTION 01770 CLOSEOUT PROCEDURES PART 1 - GENERAL 1'.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for contract closeout. The number of individual parcels and sequential construction dictates that many of these close out procedures are to be completed on a per parcel basis. The close-out activities per parcel include, but not limited to, the following: 1. Inspection and Certification procedures 2. Project Record Documents. 3. Operation and maintenance manuals. 4. Warranties. 5. Final cleaning. B. Related Sections include the following: 1. Division 1 Section 01290 "Payment Procedures" for requirements for Applications for Payment for Substantial and Final Completion. 2. Division 1 Section 01320 "Construction Progress Documentation" for submitting Final Completion construction photographs and negatives. 3. Division 1 Section 01700 "Execution Requirements" for progress cleaning of Project site. 4. Divisions 2 through 16 Sections for specific closeout and special cleaning requirements for products of those Sections. 1.3 SUBSTANTIAL COMPLETION A. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion on any specific parcel, complete the following. List items below that are incomplete in request. 1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete. 2. Deliver tools, spare parts, extra materials, and similar items to location designated by Architect. Label with manufacturer's name and model number where applicable. 3. Provide the Resident Inspector a Homeowner sign -off that they have received all door keys. 4. Complete final cleaning requirements, including touchup painting. 5. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects. CLOSEOUT PROCEDURES The Jones Payne Group 01770-1 B. Inspection: Submit a written request for inspection for Substantial Completion. 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. 1. Re -inspection: Request re -inspection when the Work identified in previous inspections as incomplete is completed or corrected. 2. Results of completed inspection will form the basis of requirements for Final Completion. 1.4 FINAL COMPLETION A. Preliminary Procedures: Before requesting final inspection for determining date of Final -- Completion, complete the following: 1. Submit certified copy of Architect's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Architect. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance. 2. Submit evidence of final, continuing insurance coverage complying with insurance requirements. 3. Submit specific warranties, workmanship bonds, maintenance service agreements, certifications, and similar documents. 4. Provide a copy of the record drawings to the Architect for review at or prior to the final - inspection. 5. Instruct Homeowner in operation, adjustment, and maintenance of products, equipment, and systems. B. Inspection: Submit a written request for final inspection for acceptance. 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 or will notify Contractor of construction that must be completed or corrected before certificate will be issued. Re -inspection: Request re -inspection when the Work identified in previous inspections as incomplete is completed or corrected. 1.5 LIST OF INCOMPLETE ITEMS (PUNCH LIST) A. Preparation: Submit two (2) copies 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 Use CSI Form 14.1A. 1. Organize list of spaces in sequential order, starting with exterior areas first and proceeding from lowest floor to highest floor. 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: a. Project name. b. Homeowner Name and Address C. Homeowner Identification Number. d. Date. e. Name of Architect. f. Name of Contractor. CLOSEOUT PROCEDURES The Jones Payne Group 01770-2 g. Page number. 1.6 PROJECT RECORD DOCUMENTS A. General: Do not use Project Record Documents for construction purposes. Protect Project Record Documents from deterioration and loss. Provide access to Project Record Documents for Architect's reference during normal working hours. B. Record Drawings: Maintain and submit two (2) copies of Contract Record/As-Built Drawings 1. Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to prepare the marked -up Record Prints. a. Give particular attention to information on concealed elements that cannot be readily identified and recorded later. b. Accurately record information in an understandable drawing technique. C. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed installations. d. Mark Contract Drawings or Shop Drawings, whichever is most capable of showing actual physical conditions, completely and accurately. Where Shop Drawings are marked, show cross-reference on Contract Drawings. 2. Submit Initial Record/As-Built Drawings to the Architect for review at or before the Final Inspection for review on -site. 3. Mark record sets with erasable, red -colored pencil. Use other colors to distinguish between changes for different categories of the Work at the same location. 4. Mark important additional information that was either shown schematically or omitted from original Drawings. 5. Note Construction Change Directive numbers, Change Order numbers, alternate numbers, and similar identification where applicable. 6. Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. Organize into a heavy-duty 3-ring vinyl -covered binder; bind each set with durable paper cover sheets. Include identification on cover sheets. C. Miscellaneous Record Submittals: 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. 1.7 WARRANTIES A. Submittal Time: Submit two (2) copies of written warranties on request of Architect for designated portions of the Work where commencement of warranties other than date of Substantial Completion is indicated. B. Partial Occupancy: Submit properly executed warranties within 15 days of completion of designated portions of the Work that are completed and occupied during construction. C. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual. CLOSEOUT PROCEDURES The Jones Payne Group 01770-3 Bind warranties and bonds in heavy-duty, 3-ring, vinyl -covered, loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 8-1/2-by-1 1 -inch (115-by-280-mm) paper. 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. Identify each binder on the front and spine with the typed or printed title "WARRANTIES." Project name, and name of Contractor. D. Provide additional copies of each warranty to include in operation and maintenance manuals. E. Proposed guarantee and warranty documents must be submitted to the Architect for review and approval with other required submittals prior to commencement of construction. --- All materials and workmanship, furnished under the Technical Specifications, shall be warranted by the manufacturer for a period of one (1) year from completion of the project except where longer period of warranty is specified. G. The Contractor shall furnish a written warranty for installation of said work for a period of one (1) year from date of final acceptance. H. All guarantees and warranties required in the various sections of the specifications which originate with a Subcontractor or Manufacturer must be delivered to the Architect before final payment to the Contractor may be made for the amount of that subtrade of for the phase of work to which the guarantee or warranty relates. Upon final inspection and completion of punch listed items of each residence, as noted by the Resident Inspector, the Contractor should submit, in duplicate, a package of requested guarantees and warranties for each residence -- which will stipulate that after the Contractor's guarantee period for the aforementioned guaranties and warranties will include as beneficiaries each of the Homeowners for the properties which are part of this contract. The warranty packages will include product descriptions, operation and maintenance information suitable for the Homeowners. All of the aforementioned submittals shall be originals as provided by the manufacturer. Photocopies will not be accepted. PART 2-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. PART 3 - EXECUTION 3.1 FINAL CLEANING A. General: Provide final cleaning. Conduct cleaning and waste -removal operations to comply with local laws and ordinances and Federal and local environmental and anti -pollution regulations. CLOSEOUT PROCEDURES The Jones Payne Group 01770-4 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. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion at each parcel : a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances. b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits. C. Remove tools, construction equipment, machinery, and surplus material from Project site. d. Clean exposed exterior and interior hard -surfaced finishes to a dirt -free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition. e. Vacuum carpet and similar soft surfaces, removing debris and excess nap, shampoo if visible soil or stains remain. f. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other noticeable, vision -obscuring materials. Replace chipped or broken glass and other damaged transparent materials. Polish mirrors and glass, taking care not to scratch surfaces. g. Remove labels that are not permanent. h. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration. 1) Do not paint over "UL" and similar labels, including mechanical and electrical nameplates. Leave residence clean and for Homeowner use. C. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on Homeowner's property. Do not discharge volatile, harmful. or dangerous materials into drainage systems. Remove waste materials from Project site and dispose of lawfully. END OF SECTION 01770 CLOSEOUT PROCEDURES The Jones Payne Group 01770-5 THIS PAGE INTENTIONALLY LEFT BLANK CLOSEOUT PROCEDURES The Jones Payne Group 01770-6 01781 - Project Record Documents General Requirements The Jones Payne Group This page intentionally left blank. General Requirements The Jones Payne GrocrP SECTION 01781 PROJECT RECORD DOCUMENTS PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for Project Record Documents, including the following: 1. Record Drawings. B. Related Sections include the following: 1. Division 1 Section 01770 "Closeout Procedures" for general closeout procedures and maintenance manual requirements. 2. Divisions 2 through 16 Sections for specific requirements for Project Record Documents of products in those Sections. 1.3 SUBMITTALS A. Record Drawings: Comply with the following: 1. Number of Copies: Submit two (2) initial sets of marked -up Record Prints. 2. Number of Copies: Submit final and copies of Record Drawings as follows: a. Initial Submittal: Submit one (1) original set of Record Drawings and (1) one set of copies per residence with of all change directives at, or prior to the final inspection. The Architect will review, initial and date each drawing and request corrections, additional information and advise if the quality of drafting is acceptable. The Architect will retain 1 copy and the contractor will make corrections to be resubmitted. b. Final Submittal: Submit (1) one set of original marked -up record drawings and (2) two sets of copies printed from the record Drawings. Print each Drawing, whether or not changes and additional information were recorded Provide 2 full sets (all residences) to be forwarded to the Architect at the end of the project PROJECT RECORD The Jones Payne Group 01781-1 DOCUMENTS PART2-PRODUCTS 2.1 RECORD DRAWINGS A. Record Prints: Maintain one set of the Contract Drawings and Shop Drawings. 1. Preparation: Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to prepare the marked -up Record Prints. a. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later. b. Accurately record information in an understandable drawing technique. C. Record data as soon as possible and provide an annotated set for the Architects use at the final inspection. 2. Content: Types of items requiring marking include, but are not limited to, the following: a. Revisions to details shown on Drawings. b. Actual equipment locations. C. Changes made by Change Order or Construction Change Directive. d. Changes made following Architect's written orders. e. Details not on the original Contract Drawings. _ 3. Mark the Contract Drawings or Shop Drawings, whichever is most capable of showing actual physical conditions, completely and accurately. If Shop Drawings are marked, show cross-reference on the Contract Drawings. 4. Mark record sets with erasable, red -colored pencil. Use other colors to distinguish between changes for different categories of the Work at the same location. 5. Mark important additional information that was either shown schematically or omitted from original Drawings. 6. Note Construction Change Directive numbers, alternate numbers, Change Order numbers, and similar identification, where applicable. B. Newly Prepared Record Drawings: Prepare new Drawings instead of preparing Record Drawings where Architect determines that neither the original Contract Drawings nor Shop Drawings are suitable to show actual installation. 1. New Drawings may be required when a Change Order is issued as a result of accepting an alternate, substitution, or other modification. 2. Consult with Architect for proper scale and scope of detailing and notations required to record the actual physical installation and its relation to other construction. Integrate newly prepared Record Drawings into Record Drawing sets; comply with procedures for formatting, organizing, copying, binding, and submitting. C. Format: Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. 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. PROJECT RECORD The Jones Payne Group 01781-2 DOCUMENTS '" Identification: As follows: a. Project name. b. Date. C. Designation "PROJECT RECORD DRAWINGS." d. Name of Architect. e. Name of Contractor. 2.2 MISCELLANEOUS RECORD SUBMITTALS A. Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference. PART 3 - EXECUTION 3.1 RECORDING AND MAINTENANCE A. Recording: Maintain one copy of each submittal during the construction period for Project Record Document purposes. Post changes and modifications to Project Record Documents as they occur; do not wait until the end of Project. B. Maintenance of Record Documents and Samples: Store Record Documents and Samples in the field office apart from the Contract Documents used for construction. Do not use Project Record Documents for construction purposes. Maintain Record Documents in good order and in a clean, dry, legible condition, protected from deterioration and loss. Provide access to Project Record Documents for Architect's reference during normal working hours. END OF SECTION 01781 PROJECT RECORD The Jones Payne Group 01781-3 DOCUMENTS THIS PAGE INTENTIONALLY LEFT BLANK PROJECT RECORD The Jones Payne Group 01181-4 DOCUMENTS t rr s• On Noise a— don Plovolr - P11 Key WON h0w, -W o 'al Airport AiP No. 3-12-dO 7-1001 UR8 Contract No. Cif0000U•111.11 PROJECT MANUAL MAYOR, George Nsugont •- Mayor Pro TOM, Nora W N eme Convniosiow Dbde ft cho Co wkworMer IW" McCoy Con�laaionor Muff" Nolaon James L. Roberts * County Administrator June 2WI Pr�tarid by: PM I= The Jones Payne Group C. Dwd Pkw as 0* ,eok r of Public Waft Key West International Airport 3491 South Roosevelt Boulevard Key West, FL 33040 Board of County Commissioners Mayor George Neugent Mayor Pro Tern Nora Williams Commissioner Dixie Spehar Commissioner Sonny McCoy Commissioner Murray Nelson James L. Roberts, County Administrator C. Dent Pierce, Director of Public Works Project Manual Volume 2 of 2 June 15, 2001 7-0 SECTION 00010 TABLE OF CONTENTS VOLUME 1 Division 0 — Bidding and Contracting Requirements Introductory Information Section 00001 Project Title Page Section 00007 Seals Page Section 00010 Table of Contents Bidding Requirements Section 00103 Notice of Calling for Bids Section "00200 Instructions to Bidders Section 00210 Supplementary Instructions to Bidders Section 00220 Bid Scope Section 00250 Pre -Bid Conference Section 00410 Bid Form Section 00430 Bid Bond (AIA Document A310) Section 00431 Performance of Work by Subcontractors Section 00432 Unit Price Form Section 00450 Non -Collusion Affidavit Section 00451 Lobbying and Conflict of Interest Clause Section 00452 Drug -Free Workplace Form Section 00453 Equal Employment Opportunity Report Statement Section 00454 Disadvantaged Business Enterprise Assurance Section 00455 Certification of Non -Segregated Facilities Section 00456 Certification Regarding Debarment, Suspension, Ineligibility, and Voluntary Exclusion Section 00457 Certification Regarding Foreign Participation Section 00458 Sworn Statement Pursuant to Section 287.133(3)(a), F.S., on Public Entity Crimes Section 00459 Buy American Certification Contracting Requirements Section 00500 Agreement (Monroe County — Contractor Noise Insulation Contract) Section 00540 Attachments to Agreement (Homeowner— Contractor Noise Insulation Contracts) Section 00614 Public Construction Bond Section 00615 Payment Bond Section 00616 Performance Bond Section 00700 General Conditions Section 00901 Contract Forms TABLE OF CONTENTS 00010 - 1 Construction Products and Activities Division 1 - General Requirements Section 01100 Summary Section 01140 Work Restrictions Section 01210 Allowances Section 01250 Contract Modification Procedure Section 01270 Unit Prices Section 01290 Payment Procedures Section 01310 Project Management and Coordination Section 01320 Construction Progress Documentation Section 01330 Submittal Procedure Section 01400 Quality Requirements Section 01420 References Section 01500 Temporary Facilities and Controls Section 01600 Product Requirements Section 01700 Execution Requirements Section 01731 Cutting and Patching Section 01732 Selective Demolition Section 01770 Closeout Procedures Section 01781 Project Record Documents TABLE OF CONTENTS 00010 - 2 VOLUME 2 Location Map General Notes Drawings Technical Specifications Division 2 — Site Work — Not Used Division 3,4- Concrete and Masonry Section 03301 Cast in Place Concrete — Limited Applications Section 03930 Concrete Rehabilitation Section 04810 Unit Masonry Assemblies Division 5 — Metals — Not Used Division 6 — Woods and Plastics Section 06100 Rough Carpentry Section 06200 Finish Carpentry Division 7 — Thermal and Moisture Protection Section 07131 Self -Adhering Sheet Waterproofing Section 07210 Building Insulation Section 07460 Siding Section 07920 Joint Sealant Division 8 — Doors and Windows Section 08120 Aluminum Doors and Frames —SD-SW Section 08128 Sound Control Aluminum French Doors - EFRM Section 08163 Sound Control Sliding Glass Doors - EGLM Section 08211 Flush Wood Doors — ESC, ISC Section 08212 Stile and Rail Wood Doors - EPW Section 08311 Access Door and Frame - AAP Section 08345 Sound Retardant Steel Door and Frame Assemblies— EPOS, EPM Section 08520 Aluminum Windows Section 08581 Storm Windows Section 08711 Door Hardware Section 08724 Weatherstripping Section 08810 Glass Division 9 — Finishes Section 09220 Portland Cement Plaster Section 09260 Gypsum Board Assemblies Section 09911 Painting Section 09931 Exterior Wood Stains TABLE OF CONTENTS 00010 - 3 Division 10 —Specialties Section 10700 Exterior Protection Division 11 — Not Used Division 12 — Not Used Division 13 — Not Used Division 14 — Not Used Division 15 —Mechanical Section 15010 Mechanical General Requirements Section 15100 HVAC Systems in an Unconditioned Residence Section 15200 HVAC Units in a Conditioned Residence Section 15300 HVAC System Test and Balance Division 16 — Electrical Section 16050 Basic Electrical Materials and Methods Details TABLE OF CONTENTS 00010 - 4 r 0 0 m 0 o+ v 03 �N oN 3 3 x b N � ss � U L N Lo L \ co U O U x N N s ^_ d. 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Bidding and Contracting Requirements URS Corporation Key West International Airport Residential Noise Insulation Program - Phase I DIVISION 03 - CONCRETE SECTION 03301 - CAST -IN -PLACE CONCRETE (LIMITED APPLICATIONS) PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section specifies cast -in -place concrete, including reinforcement, concrete materials, mix design, placement procedures, and finishes. B. Work is to include poured in place landings at new door installations as indicated in drawings. 1.3 SUBMITTALS A. General: In addition to the following, comply with submittal requirements in ACI 301. B. Product Data: For each type of manufactured material and product indicated including but not limited to: 1. Granular fill for subsurface compaction. 2. Joint filler material 1.4 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who has completed concrete work similar in material. design, and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in-service performance. B. Manufacturer Qualifications: A firm experienced in manufacturing ready -mixed concrete products complying with ASTM C 94 requirements for production facilities and equipment. C. Source Limitations: Obtain each type of cement of the same brand from the same manufacturer's plant, each aggregate from one source, and each admixture from the same manufacturer. D. Comply with ACI 301, "Specification for Structural Concrete," including the following, unless modified by the requirements of the Contract Documents. I. General requirements, including submittals, quality assurance, acceptance of structure, and protection of in -place concrete. 2. Formwork and form accessories. 3. Steel reinforcement and supports. 4. Concrete mixtures. 5. Handling, placing, and constructing concrete. Cast -In -Place Concrete The Jones Payne Group, Inc 03301 - I (Limited Applications) Key West International Airport Residential Noise Insulation Program - Phase 1 PART 2 - PRODUCTS 2.1 FORMWORK A. Furnish formwork and form accessories according to ACl 301. 2.2 STEEL REINFORCEMENT A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (Grade 420), deformed. B. Plain -Steel Wire: ASTM A 82, as required. 2.3 CONCRETE MATERIALS A. Portland Cement: ASTM C 150, Types I or 11 or Type 1/1I. B. Normal -Weight Aggregate: ASTM C 33, uniformly graded, not exceeding 1-1/2-inch (38-min) nominal size. C. Water: Potable and complying with ASTM C 94. 2.4 ADMIXTURES A. General: Admixtures certified by manufacturer to contain not more than 0.1 percent water-soluble chloride ions by mass of cement and to be compatible with other admixtures. Do not use admixtures containing calcium chloride. 2.5 RELATED MATERIALS A. Fine -Graded Granular Material: Clean mixture of crushed stone, crushed gravel, and manufactured or natural sand; ASTM D 448, Size 10, with 100 percent passing a No. 4 (4.75-mm) sieve and 10 to 30 percent passing a No. 100 (0.15-mm) sieve; complying with deleterious substance limits of AS'hM C 33 for fine aggregates. B. Joint -Filler Strips: ASTM D 1751, asphalt -saturated cellulosic fiber, or ASTM D 1752. cork or sell'- expanding cork. 2.6 CURING MATERIALS A. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to fresh concrete. B. Water: Potable. Cast -In -Place Concrete The Jones Payne Group, Inc 03301 - 2 (Limited Applications) Key West International Airport Residential Noise Insulation Program - Phase 1 2.7 CONCRETE MIXES A. Comply with ACI 301 requirements for concrete mixtures. B. Prepare design mixes, proportioned according to ACI 301, for normal -weight concrete determincd h\ either laboratory trial mix or field test data bases, as follows: l . Compressive Strength (28 Days): 3000 psi (20.7 MPa). 2. Slump: 4 inches (100 mm). 2.8 CONCRETE MIXING A. Ready Mixed: Provide Ready mixed concrete. PART 3 - EXECUTION 3.1 FORMWORK A. Design, construct, erect, shore, brace, and maintain formwork according to ACI 301. 3.2 STEEL REINFORCEMENT A. Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting reinforcement. 3.3 JOINTS A. General: Construct joints true to line with faces perpendicular to surface plane of concrete. B. Provide separation control joints between existing buildings or pavement. 3.4 CONCRETE PLACEMENT A. Comply with recommendations in ACI 304R for measuring, mixing, transporting, and placing concrete. B. Do not add water to concrete during delivery, at Project site, or during placement. C. Consolidate concrete with mechanical vibrating equipment. 3.5 FINISHING FORMED SURFACES A. Smooth -Formed Finish: As -cast concrete texture imparted by form -facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch defective areas. Completely remove fins and other projections. 1. Apply rubbed finish to smooth -formed finish where visible. Cast -In -Place Concrete The Jones Payne Group, Inc 03301 (Limited Applications) Key West International Airport Residential Noise Insulation Program - Phase I B. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces. unless - otherwise indicated. 3.6 FINISHING UNFORMED SURFACES A. General: Comply with ACI 302.1R for screeding, restraightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces. B. Screed surfaces with a straightedge and strike off. Begin initial floating using bull floats or darbies to form a uniform and open -textured surface plane before excess moisture or bleedwater appears on the surface. - 1. Do not further disturb surfaces before starting finishing operations. 2. Provide troweled surface finished with fine broom texture. 3. At landings and steps provide slope for water drainage. 3.7 TOLERANCES A. Comply with ACI 117, "Specifications for Tolerances for Concrete Construction and Materials." 3.8 CONCRETE PROTECTION AND CURING - A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold -weather protection, and follow recommendations in ACI 305R for hot - weather protection during curing. B. Evaporation Retarder: Apply evaporation retarder to concrete surfaces if hot, dry, or wind% conditions cause moisture loss approaching 0.2 lb/sq. ft. x h (1 kg/sq. in h) before and during tnishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing. C. Begin curing after finishing concrete, but not before free water has disappeared from concrete srn-tace. D. Curing Methods: Cure formed and unformed concrete for at least seven days by moisture curing. moisture -retaining -cover curing, curing compound, or a combination of these as follows: 3.9 REPAIRS A. Remove and replace concrete that does not comply with requirements in this Section. END OF SECTION 03301 Cast -In -Place Concrete The Jones Payne Croup, Inc 0J301 - q (Limited Applications) 03930 — Concrete Rehabilitation Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation Key West International Airport Residential Noise Insulation Program — Phase I DIVISION 03 - CONCRETE SECTION 03930 - CONCRETE REHABILITATION PART I -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Removal of deteriorated concrete and subsequent patching and rebuilding. 2. Epoxy crack injection. 3. Corrosion -inhibiting treatments. B. Related Sections include the following: 1. Division 1 Section "Selective Demolition." 2. Division 3 Section "Cast -in -Place Concrete (Limited Applications)." 1.3 UNIT PRICES A. Concrete Removal and Patching or Rebuilding: Work will be paid for by the cubic foot (cubic meter) computed on the basis of rectangular solid shapes approximating the actual shape of concrete removed and replaced with average depths, widths, and lengths, measured to the nearest inch (centimeter). I. Reinforcing bar replacement will be paid for separately by the pound (kilogram) of replacement steel with welded and mechanical splices paid for by the unit. B. Epoxy Crack Injection: Work will be paid for by the linear foot (linear meter) of crack injected. 1.4 SUBMITTALS A. Product Data: Include material descriptions, chemical composition, physical properties. test data. and mixing and application instructions. B. Rehabilitation program for each phase of the rehabilitation process, including protection 01' stn-roundin- materials and Project site during operations. Describe in detail the materials, methods. equipment, and sequence of operations to be used for each phase of the Work. 1. If alternative materials and methods to those indicated are proposed for any phase of rehabilitation work, submit substitution request complying with Division 1 Section "Product Requirements" and provide a written description of proposed materials and methods, including evidence of successful use on other comparable projects. Concrete Rehabilitation The Jones Payne Group, Inc. 03930 - 1 Key West International Airport Residential Noise Insulation Program — Phase 1 1.5 QUALITY ASSURANCE A. Installer Qualifications: In addition to other requirements in Division 1 Section "Quality Requirements," retain installers that employ workers trained and approved by manufacturer to apply corrosion-inhibitin- treatments, concrete patching and rebuilding materials, and epoxy crack injection materials. B. Source Limitations: Obtain concrete patching and rebuilding materials, and epoxy crack injection materials through one source from a single manufacturer. C. Source Limitations: Obtain each of the following through one source from a single manufacturer l . Concrete patching and rebuilding materials. 2. Epoxy crack injection materials. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to Project site in manufacturer's original and unopened containers, labeled with type and name of products and manufacturers. B. Comply with manufacturer's written instructions for minimum and maximum temperature requirements and other conditions for storage. C. Store cementitious materials off the ground, under cover, and in a dry location. —' D. Store aggregates, covered and in a dry location, where grading and other required characteristics can be maintained and contamination avoided. 1.7 PROJECT CONDITIONS A. Environmental Limitations for Epoxies: Do not apply when air and substrate temperatures are uutside limits permitted by manufacturer. During hot weather, cool epoxy components before mixin„ store mixed products in shade, and cool unused mixed products to retard setting. Do not apply to wet -- substrates unless approved by manufacturer. 1. Use only Class C epoxies when substrate temperatures are above 60 deg F (16 deg C). B. Cold -Weather Requirements for Cementitious Materials: Comply with the following procedures: 1. When air temperature is below 40 deg F (5 deg C), heat patching material ingredients and existing — concrete to produce temperatures between 40 and 90 deg F (5 and 32 deg C). C. Hot -Weather Requirements for Cementitious Materials: Protect repair work when temperature and humidity conditions produce excessive evaporation of water from patching materials. Provide artificial shade and wind breaks, and use cooled materials as required. Do not apply to substrates with temperatures of 90 deg F (32 deg C) and above. PART 2 - PRODUCTS 2.1 BONDING AGENTS A. Epoxy -Modified, Cementitious Bonding and Anticorrosion Agent: Product that consists of water - insensitive epoxy adhesive, portland cement, and water -based solution of corrosion -inhibiting chemicals that forms a protective film on steel reinforcement. — Concrete Rehabilitation The Jones Patine Group, hic. 03930 - 2 Key West International Airport Residential Noise Insulation Program — Phase 1 B. Mortar Scrub -Coat: I part portland cement complying with ASTM C 150. Type I, II, or III and I pill-t fine aggregate complying with ASTM C 144, except 100 percent passing a No. 16 (1.18-nun) sieve. 2.2 PATCHING MORTAR A. Patching Mortar: Unless otherwise indicated, use one of the following: 1. Cementitious Patching Mortar: Packaged, dry mix complying with ASTM C 928. 2. Polymer -Modified, Silica -Fume -Enhanced, Cementitious Patching Mortar: Packaged, dr\ mix complying with ASTM C 928, that contains silica fume complying with ASTM C 1240 and a non- redispersible latex additive as either a dry powder or a separate liquid that is added dUrine mixin`,. B. Overhead Patching Mortar: For overhead repairs, use patching mortar recommended by manufacturer fur overhead use and as specified above. C. Coarse Aggregate for Adding to Patching Mortar: Washed aggregate complying with ASTM C 33. Size No. 8, Class 5S. Add only as permitted by patching mortar manufacturer. 2.3 CONCRETE A. Concrete Materials and Admixtures: Comply with Division 3 Section "Cast -in -Place Concrete (Limited Applications)." As applicable. B. Steel and Fiber Reinforcement and Reinforcement Accessories: Provide as necessary to match existin_ conditions based on assessed, exposed conditions. ` C. Form -Facing Materials: Comply with ACI 301 for formwork to match existing conditions. 2.4 MISCELLANEOUS MATERIALS A. Epoxy Crack Injection Adhesive: ASTM C 881, Contractor to recommend based on exposed condition. B. Epoxy Capping Adhesive: Product manufactured for use with crack injection adhesive b\ same manufacturer. C. Corrosion -Inhibiting Treatment Materials: Water -based solution of alkaline corrosion -inhibiting, chemicals that penetrates concrete by diffusion and forms a protective film on steel reinforcement. 2.5 MIXES A. Mix products in clean containers according to manufacturer's written instructions. 1. Add clean silica sand and coarse aggregates to products only as recommended by manufacturer. 2. Do not add water, thinners, or additives unless recommended by manufacturer. 3. When practical, use manufacturer's premeasured packages to ensure that materials are mixed in proper proportions. When premeasured packages are not used, measure ingredients usin" graduated measuring containers; do not estimate quantities or use shovel or trowel as unit of measure. 4. Do not mix more materials than can be used within recommended open time. Discard materials that have begun to set. Concrete Rehabilitation The Jones Payne Group, Inc. 03930 -3 Key West International Airport Residential Noise Insulation Program — Phase 1 B. Mortar Scrub -Coat: Mix with enough water to provide a consistency of thick cream. C. Dry -Pack Mortar: Mix with just enough liquid to form a damp cohesive mixture that can be squeezed b\ hand into a ball but is not plastic. D. Concrete: Comply with Division 3 Section "Cast -in -Place Concrete (Limited Applications)." PART 3 - EXECUTION 3.1 EXAMINATION A. Notify Resident Inspector within 24 hours of discovery of concrete needing repair. 3.2 PREPARATION A. Protect people, motor vehicles, equipment, surrounding construction, Project site, plants, and surrounding buildings from injury resulting from concrete rehabilitation work. I. Erect temporary protective covers over pedestrian walkways and at points of entrance and exit for people and vehicles that must remain in operation during course of concrete rehabilitation work. Construct covers of tightly fitted, 3/4-inch (19-mm) exterior -grade plywood supported at 16 inches (405 mm) o.c. and covered with asphalt roll roofing. 2. Protect adjacent equipment and surfaces by covering them with heavy polyethylene film and waterproof masking tape. If practical, remove items, store, and reinstall after potentially -- damaging operations are complete. 3. Neutralize and collect alkaline and acid wastes for disposal off Owner's property. 4. Dispose of runoff from wet operations by legal means and in a manner that prevents soil erosion. undermining of paving and foundations, damage to landscaping, and water penetration into building interiors. B. Shoring: Install temporary supports before beginning concrete removal. C. Concrete Removal: Remove loose and deteriorated concrete by breaking up and dislodgin_ from reinforcing. 1. Where half or more of the perimeter of reinforcing bar is exposed, bond between reinforcing bar and surrounding concrete is broken, or reinforcing bar is corroded, remove concrete from entire perimeter of bar to provide at least a 3/4-inch (19-mm) clearance. 2. Test areas where concrete has been removed by tapping with hammer, and remove additional concrete until unsound concrete is completely removed. 3. Provide fractured aggregate surfaces with a profile of at least 1/8 inch (3 nun) that are approximately perpendicular or parallel to original concrete surfaces. At columns and walls, make top and bottom surfaces level. 4. Thoroughly clean removal areas of loose concrete, dust, and debris. D. Reinforcing Bar Preparation: Remove loose and flaking rust from reinforcing bars by wire brushing until only tightly bonded light rust remains. l . Where section loss of reinforcing bar is more than 25 percent, or 20 percent in 2 or more adjacent bars, cut bars and remove and replace as directed by Architect. Remove additional concrete as necessary to provide at least a 3/4-inch (19-mm) clearance at existing and replacement bars. Splice replacement bars to existing bars according to ACI 318, by lapping, welding. or using mechanical couplings. Concrete Rehabilitation The Jones Payne Group, Inc. 03930 -4 Key West International Airport Residential Noise Insulation Program — Phase I E. Surface Preparation for Corrosion -Inhibiting Treatment: Clean concrete by detergent scrubbing to remove dirt, oils, films, and other materials detrimental to treatment application. Allow surface to dry before applying corrosion -inhibiting treatment. 3.3 APPLICATION A. Epoxy -Modified, Cementitious Bonding and Anticorrosion Agent: Apply to reinforcing bars and concrete by stiff brush or hopper spray according to manufacturer's written instructions. Apply to reinforcing bars in two coats, allowing first coat to dry two to three hours before applying second coat. Allow to dry before placing patching mortar or concrete. B. Mortar Scrub -Coat: Dampen repair area and surrounding concrete 6 inches (150 mm) beyond repair area. Remove standing water and apply scrub -coat with a brush, scrubbing it into surface and thoroughly coating repair area. If scrub -coat dries, recoat before applying patching mortar or concrete. C. Patching Mortar: Unless otherwise recommended by manufacturer, apply as follows: 1. Wet substrate thoroughly and then remove standing water. Scrub a slurry of neat patching mortar mixed with latex bonding agent into substrate, filling pores and voids. 2. Place patching mortar by troweling toward edges of patch to force intimate contact with edge surfaces. For large patches, fill edges first and then work toward center, always troweling toward edges of patch. At fully exposed reinforcing bars, force patching mortar to fill space behind bars by compacting with trowel from sides of bars. 3. For vertical patching, place material in lifts of not more than 2 inches (50 mm) or less than 1/4 inch (6 mm). Do not feather edge. 4. For overhead patching, place material in lifts of not more than 1 inch (25 mm) nor less than 1/4 inch (6 mm). Do not feather edge. 5. After each lift is placed, consolidate material and screed surface. 6. Where multiple lifts are used, score surface of lifts to provide a rough surface for application of- subsequent lifts. Allow each lift to reach final set before placing subsequent lifts. 7. Allow surfaces of lifts that are to remain exposed to become firm and then finish to a smooth surface with a wood or sponge Float. 8. Wet -cure cementitious patching materials. including polvmer-modified, cementitious patching materials, for not less than seven days by water -fog spray or water -saturated absorptive cover. D. Dry -Pack Mortar: Use for deep cavities. Place according to manufacturer's written inst•uctions and as follows: I. Provide forms where necessary to confine patch to required shape. 2. Wet substrate and forms thoroughly and then remove standing water. 3. Place dry -pack mortar into cavity by hand, and compact into place with a hardwood drive stick and mallet or hammer. Do not place more material at a time than can be properly compacted. Continue placing and compacting until patch is approximately level with surrounding surface. 4. After cavity is filled and patch is compacted, trowel surface to match profile and finish of surrounding concrete. A thin coat of patching mortar may be troweled into the surface of patch to help obtain required finish. 5. Wet -cure patch for not less than seven days by water -fog spray or water -saturated absorptive cover. Concrete: Place as follows: Apply epoxy -modified, cementitious bonding and anticorrosion agent to reinforcing and concrete substrate. Apply mortar scrub -coat to concrete substrate. Concrete Rehabilitation The Jones Payne Group, Inc. 0 11q 1)0 - ; Key West International Airport Residential Noise Insulation Program - Phase 1 3. Use vibrators to consolidate concrete as it is placed. 4. At unformed surfaces, screed concrete to produce a surface that when finished with patching mortar will match required profile and surrounding concrete. 5. Fill placement cavities with dry -pack mortar and repair voids with patching mortar. Finish to match surrounding concrete. F. Epoxy Crack Injection: Comply with manufacturer's written instructions and the following: 1. Clean areas to receive capping adhesive of oil, dirt, and other substances that would interfere with bond, and clean cracks with oil -free compressed air or low-pressure water to remove loose particles. 2. Place injection ports as recommended by epoxy manufacturer, spacing no farther apart than thickness of member being injected. Seal injection ports in place with capping adhesive. 3. Seal cracks at exposed surfaces with a ribbon of capping adhesive at least 1/4 inch (6 mm) thick by 1 inch (25 mm) wider than crack. 4. Inject cracks wider than 0.003 inch (0.075 mm) to a depth of 8 inches (200 mm) or to a width of' less than 0.003 inch (0.075 mm), whichever is less. 5. Inject epoxy adhesive, beginning at widest part of crack and working toward narrower parts. Inject adhesive into ports to refusal, capping adjacent ports when they extrude epoxy. Cap injected ports and inject through adjacent ports until crack is filled. 6. After epoxy adhesive has set, remove injection ports and grind surfaces smooth. G. Corrosion -Inhibiting Treatment: Apply by brush, roller, or airless spray in two coats at manufacturer s - recommended application rate. Remove film of excess treatment by high-presstn-e washing before patching treated concrete. l . Apply to the following: Exposed reinforcing steel. END OF SECTION 03930 Concrete Rehabilitation The Jones Payne Group, Inc. 039 30 - 6 — 04810 — Unit Masonry Assemblies Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation „4 Key West International Airport Residential Noise Insulation Program — Phase 1 DIVISION 04 - MASONRY SECTION 04810 - UNIT MASONRY ASSEMBLIES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes unit masonry assemblies consisting of the following: 1. Concrete masonry units. 2. Mortar and grout. 3. Reinforcing steel. B. Related Sections include the following: 1. Division 1 Section Cutting and Patching. 2. Division 1 Section: Selective Demolition. 3. Division 8 Section: Aluminum Windows 1.3 DEFINITIONS A. Reinforced Masonry: Masonry containing reinforcing steel in grouted cells. 1.4 SUBMITTALS A. Product Data: For each different masonry unit, accessory, and other manufactured product specified. B. Shop Drawings: Show fabrication and installation details for the following: 1. Reinforcing Steel: Detail bending and placement of unit masonry reinforcing bars. Comply with ACI 315, "Details and Detailing of Concrete Reinforcement." C. Material Test Reports: From a qualified testing agency indicating and interpreting test results of the following for compliance with requirements indicated: 1. Each type of masonry unit required. 2. Mortar complying with property requirements of [ASTM C 270] [BIA M 1]. 3. Grout mixes complying with compressive strength requirements of [ASTM C 476]. Include description of type and proportions of grout ingredients. Unit Masonry Assemblies The Jones Payne Group, Inc. 04810 - I Key West International Airport Residential Noise Insulation Program — Phase 1 1.5 QUALITY ASSURANCE A. Source Limitations for Mortar Materials: Obtain mortar ingredients of a uniform quality, includin_ color - for exposed masonry, from one manufacturer for each cementitious component and from one source or producer for each aggregate. 1.6 DELIVERY, STORAGE, AND HANDLING A. Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not use cementitious materials that have become damp. B. Store aggregates where grading and other required characteristics can be maintained and contanllnatlon avoided. 1.7 PROJECT CONDITIONS A. Protection of Masonry: During construction, cover tops of walls, projections, and sills with waterproof sheeting at end of each day's work. Cover partially completed masonry when construction is not in progress. 1. Extend cover a minimum of 24 inches (600 mm) down both sides and hold cover securer in place. B. Stain Prevention: Prevent grout, mortar, and soil from staining the face of masonry to be left exposed or painted. Immediately remove grout, mortar, and soil that come in contact with such nlasonrv. I. Protect sills, ledges, and projections from mortar droppings. 2. Protect surfaces of window and door frames, as well as similar products with painted and integral finishes, from mortar droppings. C. Hot -Weather Requirements: Protect unit masonry work when temperature and humidity conditions produce excessive evaporation of water from mortar and grout. Provide artificial shade and wind breaks and use cooled materials as required. 1. When ambient temperature exceeds 100 deg F (38 deg C), or 90 deg F (32 dent, C) with it wind velocity greater than 8 mph (13 km/h), do not spread mortar beds more than 48 inches (1200 nlm) ahead of masonry. Set masonry units within one minute of spreading mortar. PART 2 - PRODUCTS 2.1 CONCRETE MASONRY UNITS A. General: Provide shapes indicated and as follows: B. Concrete Masonry Units: [ASTM C 90] and as follows: l . Weight Classification: [Normal weight]. 2. Provide Type 11, nonmoisture-control led units. 3. Size (Width): Manufactured to the following dimensions: a. 8 inches (203 mm) nominal; 7-5/8 inches (194 mm) actual. Unit Masonry Assemblies The Jones Payne Group, Inc. 04810 - 2 Key West International Airport Residential Noise Insulation Program — Phase 1 2.2 A B. C. D. E. F. 4. Exposed Faces: Manufacturer's standard color and texture, unless otherwise indicated. a. Where units are to receive a direct application of plaster, provide textured -face units made with gap -graded aggregates. MORTAR AND GROUT MATERIALS Portland Cement -Lime Mix: Packaged blend of portland cement complying with ASTM C 150. Type I ur Type Ill, and hydrated lime complying with ASTM C 207. Mortar Cement: [ASTM C 1329]. Aggregate for Mortar: ASTM C 144; except for joints less than 1/4 inch (6.5 nun) thick, use a«gregatc graded with 100 percent passing the No. 16 (1.18-mm) sieve. ` Aggregate for Grout: ASTM C 404. Water: Potable. Products: Subject to compliance with requirements, provide one of the following: 1. Mortar Cement: a. Magnolia Superbond Mortar Cement; Blue Circle Cement. b. Lafarge Mortar Cement; Lafarge Corporation. C. Approved Equal 2.3 REINFORCING STEEL A. Uncoated Steel Reinforcing Bars: ASTM A 615/A 615M; ASTM A 616/A 616M, including Supplement I; or ASTM A 617/A 617M, Grade 60 (Grade 400). 2.4 MASONRY CLEANERS A. Job -Mixed Detergent Solution: Solution of 1/2-cup (0.14-L) dry measure tetrasodium polyphosphate and 1/2-cup (0.14-L) dry measure laundry detergent dissolved in I gal. (4 L) of water. 2.5 MORTAR AND GROUT MIXES A. General: Do not use admixtures, including pigments, air -entraining agents, accelerators, retarders, water_ repellent agents, antifreeze compounds, or other admixtures, unless otherwise indicated. 1. Do not use calcium chloride in mortar or grout. B. Preblended, Dry Mortar Mix: Furnish dry mortar ingredients in the form of a preblended mix. Measure quantities by weight to ensure accurate proportions, and thoroughly blend ingredients before delivering to Project site. C. Mortar for Unit Masonry: Comply with [ASTM C 270) [BIA Ml], Property Specification. Unit Masonry Assemblies The Jones Payne Group, h7c. 0481U-3 Key West International Airport Residential Noise Insulation Program — Phase 1 I. Extended -Life Mortar for Unit Masonry: Mortar complying with ASTM C 1 142 nasty he Used instead of mortar specified above, at Contractor's option. 2. Limit cementitious materials in mortar to portland cement, mortar cement, and lime. 3. For reinforced masonry and where indicated, use Type N or RN. D. Grout for Unit Masonry: Comply with [ASTM C 476]. I . Use grout of type indicated or, if not otherwise indicated, of type (fine or coarse) that will comply with [Table 5 of ACI 530A/ASCE 6/TMS 602] for dimensions of grout spaces and pour hei,ht. 2. Provide grout with a slump of 8 to 11 inches (200 to 280 nun) as measured accordins to ASTM C 143. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance. 1. For the record, prepare written report, endorsed by Installer, listing conditions detrimental to performance. 2. Verify that reinforcing dowels are properly placed. 3. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION, GENERAL A. Cut masonry units with motor -driven saws to provide clean, sharp, unchipped edges. Cut units as required to provide a continuous pattern and to fit adjoining construction. Where possible, use full-size units without cutting. Allow units cut with water-cooled saws to dry before placing, unless wetting of - units is specified. Install cut units with cut surfaces and, where possible, cut edges concealed. B. Matching Existing Masonry: Match coursing, bonding, color, and texture of existing masonry. 3.3 CONSTRUCTION TOLERANCES A. Comply with tolerances in ACI 530.1/ASCE 6/TMS 602 and the following: B. For conspicuous vertical lines, such as external corners, door jambs, reveals, and expansion and control joints, do not vary from plumb by more than 1/4 inch in 20 feet (6 mm in 6 m), nor 1/2 inch ( I? nun) maximum. C. For vertical alignment of exposed head joints, do not vary from plumb by more than 1/4 inch in 10 feet (6 mm in 3 m), nor 1/2 inch (12 mm) maximum. D. For conspicuous horizontal lines, such as exposed lintels, sills, parapets, and reveals. do not van from level by more than 1/4 inch in 20 feet (6 mm in 6 m), nor 1/2 inch (12 mm) maximum. 3.4 MORTAR BEDDING AND JOINTING A. Lay hollow masonry units as follows: Unit Masonry Assemblies The Jones Payne Groton, Inc. 04810 - 4 Key West International Airport Residential Noise Insulation Program — Phase 1 1. With full mortar coverage on horizontal and vertical face shells. 2. Bed webs in mortar in starting course on footings and in all courses of piers, columns, and pilasters, and where adjacent to cells or cavities to be filled with grout. 3. For starting course on footings where cells are not grouted, spread out full mortar bed. includin_ areas under cells. B. Tool exposed joints slightly concave when thumbprint hard, using a jointer larger than the joint thickness, unless otherwise indicated. C. Cut joints flush for masonry walls to receive plaster or other direct -applied finishes (other than paint). unless otherwise indicated. 3.5 LINTELS A. Provide masonry lintels where shown and where openings of more than 12 inches (305 nun) for brick - size units and 24 inches (610 mm) for block -size units are shown without structural steel or other supporting lintels. 1. Provide precast lintels made from concrete matching concrete masonry units in color, texture, and compressive strength and with reinforcing bars indicated or required to support loads indicated. Cure precast lintels by the same method used for concrete masonry units. 2. Provide prefabricated or built -in -place masonry lintels. Use specially formed bond beam units with reinforcing bars placed as indicated and filled with coarse grout. Cure precast lintels before handling and installing. Temporarily support built -in -place lintels until cured. 3. Provide either of above at Contractor's option or provide precast or formed -in -place concrctc lintels complying with requirements in Division 3 Section "Cast -in -Place Concrete." B. Provide minimum bearing of 8 inches (200 mrn) at each jamb, unless otherwise indicated. 3.6 REINFORCED UNIT MASONRY INSTALLATION A. Placing Reinforcement: Comply with requirements of ACI 530.1/ASCE 6/TMS 602. B. Grouting: Do not place grout until entire height of masonry to be .;routed has attained sufficient strength to resist grout pressure. Comply with requirements of ACI 530.1/ASCE 6/TMS 602 for cleanouts and for gout placement. including minimum grout space and maximum pour height. 3.7 PARGING A. Parge predampened masonry walls, where indicated, with Type S or Type N mortar applied in 2 uniform coats to a total thickness of 3/4 inch (19 mm). Scarify first parge coat to ensure full bond to subsequent coat. B. Use a steel -trowel finish to produce a smooth, flat, dense surface with a maximum surface variation ul' 1 8 inch per foot (3 min per 300 mm). Form a wash at top of parging and a cove at bottom. C. Damp -cure parging for at least 24 hours and protect the parging until cured. Unit Masonry Assemblies The Jones Panne Group, hic. 049 10 - Key West International Airport Residential Noise Insulation Program — Phase I 3.8 REPAIRING, POINTING, AND CLEANING A. Remove and replace masonry units that are loose, chipped, broken, stained, or otherwise damaged or that - do not match adjoining units. Install new units to match adjoining units; install in fresh mortar, pointed to eliminate evidence of replacement. B. Pointing: During the tooling of joints, enlarge voids and holes, except weep holes, and completer fill with mortar. Point up joints, including corners, openings, and adjacent construction, to provide a neat, uniform appearance. Prepare joints for sealant application. C. In -Progress Cleaning: Clean unit masonry as work progresses by dry brushing to remove mortar fins and smears before tooling joints. D. Final Cleaning: After mortar is thoroughly set and cured, clean exposed masonry as follows: 1. Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or chisels. _. 2. Test cleaning methods on sample wall panel; leave one-half of panel uncleaned for comparison purposes. Obtain Architect's approval of sample cleaning before proceeding with cleaning of' masonry. 3. Clean concrete masonry by cleaning method indicated in NCMA TEK 8-2 applicable to type of stain on exposed surfaces. 3.9 MASONRY WASTE DISPOSAL A. Recycling: Unless otherwise indicated, excess masonry materials are Contractor's property. At completion of unit masonry work, remove from Project site. END OF SECTION 04810 Unit Masonry Assemblies The Jones Payne Group, Inc. 04810 - G 06100 — Rough Carpentry Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation Key West International Airport Residential Noise Insulation Program - Phase 1 DIVISION 06— WOOD & PLASTICS SECTION 06100 - ROUGH CARPENTRY PART I - GENERAL I.l RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division I Specification Sections, apply to this Section. 1.2 SUMMARY A. Perform all operations and installations required to complete the work of this section as indicated on the Drawings and as specified herein. The extent of the rough carpentry is as shown on the Dravrines. Scope of Work, and as specified herein. Specific requirements are generally outlined in the "Scope of Work" provided herein for each residence; however, the work under this section also includes all miscellaneous framing, blocking, fastening and all other incidental work required in support of other work included in this project. B. Rough carpentry includes carpentry work not specified as part of other sections and which is generally not exposed, except as otherwise indicated. Such work shall include but not be limited to the following: 1. Cutting, patching, removal of existing framing, new blocking and all other rough carpentry work for complete installation of prime doors, storm doors, prime windows, storm protection, attic access panels, mechanical units and ceiling finishes. 2. Furnish, coordinate, and install all other items of rough carpentry necessary for complete and satisfactory installations as indicated on the Drawings, as specified herein, or reasonable implied by same. C. This Section includes the following: I. Framing with dimension lumber. 2. Wood blocking, bucks and nailers. 3. Wood furring and grounds. 4. Sheathing. 5. Building wrap. D. Related Sections include the following 1. Division 1 Section 01731 "Cutting and Patching" 2. Division 6 Section 06200 "Finish Carpentry" for nonstructural carpentry items exposed to vice and not specified in another Section. 3. Division 8 Section for "Doors & Windows" for installation of prime doors and windows. 4. Division 9 Section for "Finishes" for installation for gypsum wallboard, painting and stucco. 1.3 DEFINITIONS A. Rough Carpentry: Carpentry work not specified in other Sections and not exposed, unless otherwise indicated. B. Lumber grading agencies, and the abbreviations used to reference them, include the following: Rough Carpentry The Jones Payne Group 06100-1 Key West International Airport Residential Noise Insulation Program - Phase 1 1. APA — The Engineered Wood Association 2. AWPA — American Wood -Preserver's Association 3. DOC — Department of Commerce -- 4. NELMA - Northeastern Lumber Manufacturers Association. 5. NLGA - National Lumber Grades Authority. 6. WCLIB - West Coast Lumber Inspection Bureau. 7. WWPA - Western Wood Products Association.. 1.4 SUBMITTALS A. Product Data: For each type of process and factory -fabricated product. Indicate component materials and dimensions and include construction and application details. I. Include data for wood -preservative treatment from chemical treatment manufacturer and certification by treating plant that treated materials comply with requirements. Indicate type of preservative used, net amount of preservative retained, and chemical treatment manufacturer's written instructions for handling, storing, installing, and finishing treated material. 2. For products receiving a waterborne treatment, include statement that moisture content of treated materials was reduced to levels specified before shipment to Project site. 3. Include copies of warranties from chemical treatment manufacturers for each type of treatment. 1.5 DELIVERY, STORAGE, AND HANDLING A. Stack lumber, plywood, and other panels; place spacers between each bundle to provide air circulation. Provide for air circulation around stacks and under coverings. PART 2 - PRODUCTS 2.1 WOOD PRODUCTS, GENERAL A. Lumber: DOC PS 20 and applicable rules of lumber grading agencies certified by the American Lumhel- Standards Committee Board of Review. l . Factory mark each piece of lumber with grade stamp of grading agency. 2. Where nominal sizes are indicated, provide actual sizes required by DOC PS 20 for moisture content specified. Where actual sizes are indicated, they are minimum dressed sizes for dry lumber. 3. Provide dressed lumber, S4S, unless otherwise indicated. 4. Provide dry lumber with 19 percent maximum moisture content at time of dressing for 2-inch nominal (38-mm actual) thickness or less, unless otherwise indicated. 5. Provide dry lumber with 15 percent maximum moisture content at time of dressing for 2-inch nominal (38-mm actual) thickness or less, unless otherwise indicated. B. Wood Structural Panels: 1. Plywood: Either DOC PS I or DOC PS 2, unless otherwise indicated. 2. Thickness: As needed to comply with requirements specified but not less than thickness indicated. 3. Comply with "Code Plus" provisions in APA Form No. E30K, "APA Design/Construction Guide: Residential & Commercial." 4. Factory mark panels according to indicated standard. Rough Carpentry The Jones Payne Group 06 100- 2 Key West International Airport Residential Noise Insulation Program - Phase 1 2.2 WOOD -PRESERVATIVE -TREATED MATERIALS A. Preservative Treatment by Pressure Process: AWPA C2 (lumber) and AWPA C9 (plywood), except that lumber that is not in contact with the ground and is continuously protected from liquid water may he treated according to AWPA C31 with inorganic boron (SBX). Preservative Chemicals: Acceptable to authorities having jurisdiction and one of the following: a. Chromated copper arsenate (CCA). b. Ammoniacal copper zinc arsenate (ACZA). C. Ammoniacal, or amine, copper quat (ACQ). d. Copper bis (dimethyldithiocarbamate) (CDDC). e. Ammoniacal copper citrate (CC). f. Copper azole, Type A (CBA-A). g. Oxine copper (copper-8-quinolinolate) in a light petroleum solvent. B. Kiln -dry material after treatment to a maximum moisture content of 19 percent for lumber and I � percent for plywood. Do not use material that is warped or does not comply with requirements for untreated material. C. Mark each treated item with the treatment quality mark of an inspection agency approved by the American Lumber Standards Committee Board of Review. D. Application: Treat items indicated on Drawings, and the following: 1. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar 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. 3. Wood framing members less than 18 inches (460 mm) above grade. 4. Wood floor plates that are installed over concrete slabs directly in contact with earth. 2.3 DIMENSION LUMBER A. General: Provide dimension lumber of grades indicated according to the American Lumber Standards Committee National Grading Rule provisions of the grading agency indicated. B. Non -Load -Bearing Interior Partitions: Construction, Stud, or No. 2 grade and the followin- species: Western woods; WCLIB or WWPA or approved equal. 2.4 MISCELLANEOUS LUMBER A. General: Provide lumber for support or attachment of other construction, including the following: 1. Furring. 2. Grounds. B. For items of dimension lumber size, provide Construction, Stud, or No. 2 <grade lumber with 19 percent maximum moisture content and the following species: Rough Carpentry The Jones Payne Group 06 Key West International Airport Residential Noise Insulation Program - Phase 1 I. Western woods; WCLIB or WWPA. C. For concealed boards, provide lumber with 19 percent maximum moisture content and the lbllowin_ species and grades: 1. Western woods, Construction or No. 2 Common grade; WCLIB or WWPA or approved equal. D. 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 SHEATHING A. Plywood Wall Sheathing: Exterior sheathing. l . Span Rating: Not less than 16/0. 2. Thickness: Not less than 1/2 inch (13 mm). 2.6 FASTENERS A. General: Provide fasteners of size and type indicated that comply with requirements specified in this Article for material and manufacture. 1. Where rough carpentry is exposed to weather, in ground contact, or in area of hioll relative humidity, provide fasteners with hot -dip zinc coating complying with ASTM A 15 3/A B. Nails, Brads, and Staples: ASTM F 1667. C. Power -Driven Fasteners: CABO NER-272. D. Wood Screws: ASME B18.6.1. E. Screws for Fastening to Cold -Formed Metal Framing: ASTM C 954, except with wafer heads and reamer wings, length as recommended by screw manufacturer for material being fastened. F. Lag Bolts: ASME B18.2.1. (ASME BI8.2.3.8M). G. Bolts: Steel bolts complying with ASTM A 307. Grade A (ASTM F 568M, Property Class 4.6): with ASTM A 563 (ASTM A 563M) hex nuts and, where indicated, flat washers. H. Expansion Anchors: Anchor bolt and sleeve assembly of material indicated below with capability to sustain, without failure, a load equal to 6 times the load imposed when installed in unit masonry assemblies and equal to 4 times the load imposed when installed in concrete as determined by testing, per ASTM E 488 conducted by a qualified independent testing and inspecting agency. 1. Material: Carbon -steel components, zinc plated to comply with ASTM B 633, Class Fe/Zn 5. 2. Material: Stainless steel with bolts and nuts complying with ASTM F 593 and ASTM F 594. Alloy Group 1 or 2 (ASTM F 738M and ASTM F 836M, Grade A I or A4). 2.7 MISCELLANEOUS MATERIALS A. Building Paper: Asphalt -saturated organic felt complying with ASTM D 226, Type I (No. 15 asphalt felt), unperforated. Rough Carpentry The Jones Payne Group 06100-4 Key West International Airport Residential Noise Insulation Program - Phase I B. Building Wrap: Air -retarder sheeting made from polyolefins; cross -laminated films, woven strands, or spun -bonded fibers; coated or uncoated; with or without perforations; and complying with ASTM E 1677. Type 1. 1. Thickness: Not less than 3 mils (0.08 mm). 2. Permeance: Not less than 10 perms (575 ng/Pa x s x sq. m). 3. Flame -Spread Index: 25 or less per ASTM E 84. 4. Allowable Exposure Time: Not less than three months. C. Building Wrap Tape: Pressure -sensitive plastic tape recommended by building wrap manufacturer for sealing joints and penetrations in building wrap. D. Sheathing Tape: Pressure -sensitive plastic tape for sealing joints and penetrations in sheathing and recommended by sheathing manufacturer for use with type of sheathing required. E. Sill -Sealer Gaskets: Glass -fiber -resilient insulation, fabricated in strip form, for use as a sill sealer: (- inch (25-mm) nominal thickness, compressible to 1/32 inch (0.8 mm): selected from manufacturer's standard widths to suit width of sill members indicated. F. Sill -Sealer Gaskets: Closed -cell neoprene foam, 1/4 inch (6.4 mm) thick, selected from manufacturer's standard widths to suit width of sill members indicated. G. Water -Repellent Preservative: NWWDA-tested and -accepted formulation containing 3-iodo-2-propynyl butyl carbamate, combined with an insecticide containing chloropyrifos as its active ingredient. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit rough carpentry to other construction; scribe and cope as needed for accurate fit. Locate furring, hailers. blocking, grounds, and similar supports to comply with requirements for attaching other construction. B. Do not use materials with defects that impair quality of rough carpentry or pieces that are too small to use with minimum number of joints or optimum joint arrangement. C. Apply field treatment complying with AWPA M4 to cut surfaces of preservative -treated lumber and plywood. D. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following: 1. CABO NER-272 for power -driven fasteners. 2. Table 23-I1-B-1, "Nailing Schedule," and Table 23-I1-B-2, "Wood Structural Panel Roof Sheathing Nailing Schedule," in the Uniform Building Code. 3. Table 2305.2, "Fastening Schedule," in the BOCA National Building Code. 4. Table 2306.1, "Fastening Schedule," in the Standard Building Code. 5. Table 6023(1), "Fastener Schedule for Structural Members," and Table 602.3(2), "Alternate Attachments," in the International One- and Two -Family Dwelling Code. E. Use common wire 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; predrill as required. Rough Carpentry The Jones Payne Group 06100-5 Key West International Airport Residential Noise Insulation Program - Phase 1 F. Use finishing nails for exposed work, unless otherwise indicated. Countersink nail heads and till hole, with wood filler. 3.2 WOOD GROUND, SLEEPER, BLOCKING, AND NAILER INSTALLATION A. Install where indicated and where required for screeding or attaching other work. Form to shapes ~ indicated and cut as required for true line and level of attached work. Coordinate locations �%ilh other work involved. B. Attach items to substrates to support applied loading. Recess bolts and nuts flush with surfaces, unless otherwise indicated. Build anchor bolts into masonry during installation of masonry work. Where possible, secure anchor bolts to formwork before concrete placement. C. Provide permanent grounds of dressed, pressure -preservative -treated, key -beveled lumber not less than I- 1/2 inches (38 mm) wide and of thickness required to bring face of ground to exact thickness 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 fur tolerance of finish work. 1. Fire block furred spaces of walls, at each floor level and at ceiling, with wood blockin_, or noncombustible materials accurately fitted to close furred spaces. B. Furring to Receive Plywood or Hardboard Paneling: Install 1-by-3-inch nominal- (19-by-63-nun actual-) size furring horizontally at 24 inches (610 mm) o.c. C. Furring to Receive Gypsum Board: Install 1-by-2-inch nominal- (19-by-38-mm actual-) size furrin, vertically at 16 inches (406 mm) o.c. D. Furring to Receive Gypsum Board: Install 1-by-2-inch nominal- (19-by-38-mm actual-) size furrin_ vertically at 400 mm o.c. E. Furring to Receive Plaster Lath: Install 1-by-2-inch nominal- (19-by-38-nun actual-) size furrin- vertically at 16 inches (406 mm) o.c. F. Furring to Receive Plaster Lath: Install 1-by-2-inch nominal- (19-by-38-nun actual-) size furring vertically at 400 mm o.c. 3.4 WOOD FRAMING INSTALLATION, GENERAL A. Framing Standard: Comply with AFPA's "Manual for Wood Frame Construction." unless other\ ise indicated. B. Do not splice structural members between supports. C. Where built-up beams or girders of 2-inch nominal- (38-mm actual-) dimension lumber on ed ,e are required, fasten together with 2 rows of 20d (100-mm) nails spaced not less than 32 inches (812 mm) O.C. Locate one row near top edge and other near bottom edge. l . For continuous members, stagger end joints at quarter points between supports. Rough Carpentry The Jones Payne Group 06100-6 Key West International Airport Residential Noise Insulation Program - Phase 1 3.5 WALL AND PARTITION FRAMING INSTALLATION A. General: Arrange studs so wide face of stud is perpendicular to direction of wall or partition and narrow face is parallel. Provide single bottom plate and double top plates using members of 2-inch nominal (38- mm actual) thickness whose widths equal that of studs, except single top plate may be used for non -load - bearing partitions. Anchor or nail plates to supporting construction, unless otherwise indicated. 1. For exterior walls, provide 2-by-4-inch nominal- size wood studs spaced 16 inches (406 mm) o.c., unless otherwise indicated. 2. For interior partitions and walls, provide 2-by-4-inch nominal- (38-by-89-mm actual-) size wood studs spaced 16 inches (406 mm) o.c., unless otherwise indicated. B. Construct corners and intersections with three or more studs. Provide blocking and framing as indicated and as required to support facing materials, fixtures, specialty items, and trim. Provide continuous horizontal blocking at midheight of partitions more than 96 inches (2438 nun) high, using members of 2-inch nominal (38-1-nm actual) thickness and of same width as wall ur partitions. C. Fire block concealed spaces of wood -framed walls and partitions at each floor level and at ceiling line of top story. Where fire blocking is not inherent in framing system used, provide closely fitted wood blocks of 2-inch nominal- (38-mm actual-) thick lumber of same width as framing mernbers. D. Frame openings with multiple studs and headers. Provide nailed header members of thickness equal to width of studs. Set headers on edge and support on jarnb studs. 1. For non -load -bearing partitions, provide double -jamb studs with headers not less than 4-inch nominal (89-mm actual) depth for openings 48 inches (1200 nun) and less in width. 6-inch nominal (140-mm actual) depth for openings 48 to 72 inches (1200 to 1800 nun) in width, 8-inch nominal (184-mm actual) depth for openings 72 to 120 inches (1800 to 3000 nun) in width. and not less than 10-inch nominal (235-mm actual) depth for openings 10 to 12 feet (3 to 3.6 m) in width. 2. For load -bearing walls, provide double -jamb studs for openings 72 inches (1800 mm) and less in width, and triple -jamb studs for wider openings. Provide headers of depth indicated or, if not indicated, according to Table 602.7 in the International One- and Two -Family Dwelling Code. E. Provide bracing in exterior walls, at both walls of each external corner, full -story height, unless otherwise indicated. Provide one of the following: F. Provide bracing in walls, at locations indicated, full -story height, unless otherwise indicated. Provide one of the following: Diagonal bracing at 45-degree angle using let -in I-by-4-inch nominal- (19-by-89-nun actual-) size boards. Plywood panels not less than 48 by 96 inches (1219 by 2438 mm) applied vertically. Particleboard sheathing panels not less than 48 by 96 inches (1219 by 2438 nun) applied vertically. 3.6 BUILDING PAPER APPLICATION A. Apply building paper horizontally with 2-inch (50-mm) overlap and 6-inch (150-nun) end lap: fasten to sheathing with galvanized staples or roofing nails. Cover upstanding flashing with 4-inch (IO l-mm) overlap. Rough Carpentry The Jones Payne Group 06100-7 Key West International Airport Residential Noise Insulation Program - Phase I 3.7 BUILDING WRAP APPLICATION A. Cover wall sheathing with building wrap as indicated. 1. Comply with manufacturer's written instructions. 2. Cover upstanding flashing with 4-inch (102-mm) overlap. -- 3. Seal seams, edges, and penetrations with tape. 4. Extend into jambs of openings and seal corners with tape. 3.8 SHEATHING TAPE APPLICATION A. Apply sheathing tape to joints between sheathing panels and at items penetrating sheathing. Apply at — upstanding flashing to overlap both flashing and sheathing. END OF SECTION 06100 Rough Carpentry The Jones Payne Group 06100-8 06200 — Finish Carpentry Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation Key West International Airport Residential Noise Insulation Program - Phase 1 DIVISION 06— WOOD & PLASTICS SECTION 06200 - FINISH CARPENTRY PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division I Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Removal of certain areas of clapboards required to complete the project, as indicated on the Drawings or as necessary to facilitate installation of new windows, doors and frames or storm protection. 2. Removal of certain areas of plywood siding required to complete the project, as indicated on the Drawings or as necessary to facilitate installation of new windows, doors and frames or storm protection. 3. Infill of openings in exterior envelope as indicated on the Drawings and Scope of Work. 4. Enclosure of open joist floor areas exposed to the exterior at raised platform houses. 5. Remove existing moldings, base, sill, stools, trim, casings and all other millwork disturbed by the new work items. 6. Control of stray dust and chips shall be practiced. Removal of existing millwork shall include the wetting down of work surfaces and prior scoring/cutting. 7. Whenever existing moldings, base, sill, stools, trim, casings and other millwork require removal or modification to accommodate new work, furnish and install new millwork to match existin_. Each style of millwork shall be approved by the Architect. Reinstall existing items only where modification is not required and only with the approval of the Architect. 8. Furnish and install new trim and casing, moldings, sills, stools, head and side stops, window and door frames, and all other millwork required for a neat and workmanlike installation compatible with existing trim style, or as approved by Architect. A finished surround is required on all windows and doors receiving acoustical work, with or without existing trim and/or moldings. Where the prevailing condition is drywall surrounds, match the existing condition. 9. Provide, coordinate, and install all other finish carpentry work necessary for complete and satisfactory installations as indicated on the Drawings, as specified herein, or reasonably implied by same. B. Related Sections include the following: Division 6 Section "Rough Carpentry" for furring, blocking, and other carpentry work not exposed to view. Division 9 Section "Painting" for priming and backpriming of finish carpentrv. 1.3 DEFINITIONS A. Inspection agencies, and the abbreviations used to reference them, include the following: NLGA - National Lumber Grades Authority. SCMA - Southern Cypress Manufacturers Association. Finish Carpentry The Jones Payne Group, Inc 06200-1 Key West International Airport Residential Noise Insulation Program - Phase 1 3. WCLIB - West Coast Lumber Inspection Bureau. 4. WWPA - Western Wood Products Association. 1.4 SUBMITTALS A. Product Data: For each type of process and factory -fabricated product. Include construction details, material descriptions, dimensions of individual components and profiles, textures, and colors. 1. Include data for wood -preservative treatment from chemical treatment manuf101,11-er and certification by treating plant that treated materials comply with requirements. Indicate tv pc of preservative used, net amount of preservative retained, and chemical treatment manutacturer's written instructions for handling, storing, installing, and finishing treated material. 2. For products receiving a waterborne treatment, include statement that moisture content of treated _ materials was reduced to levels specified before shipment to Project site. 1.5 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who has completed architectural carpentry similar in material, design, and extent to that indicated for this Project and whose work has resulted in consnruction with a record of successful in-service performance. B. Quality Standard: Unless otherwise indicated, comply with WIC's "Manual of Millwork" for grades of architectural trim, construction, finishes, and other requirements. 1. Provide WIC -certified compliance certificate indicating that woodwork complies with requirements of grades specified. 2. Provide WIC -certified compliance certificate for installation. 3. The Contract Documents may contain selections chosen from options in the quality standard and additional requirements beyond those of the quality standard. Comply with such selections and requirements in addition to the quality standard. 1.6 DELIVERY, STORAGE, AND HANDLING A. Protect materials against weather and contact with damp or wet surfaces. Stack lumber, plywood. and other panels. Provide for air circulation within and around stacks and under temporary coverings. B. Do not deliver woodwork until painting and similar operations that could damage woodwork have been completed in installation areas. If woodwork must be stored in other than installation areas, store only in areas where environmental conditions comply with requirements specified in "Project Conditions" Article. 1.7 PROJECT CONDITIONS A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit work to be performed according to manufacturer's written instructions and warranty requirements and at least one coat of specified finish to be applied without exposure to rain or dampness. Finish Carpentry The Jones Payne Group, Inc 06200-7 Key West International Airport Residential Noise Insulation Program - Phase 1 B. Coordinate sizes and locations of framing, blocking, reinforcements, and other related units ol' Work specified in other Sections to ensure that architectural woodwork can be supported and installed a> indicated. C. Field Measurements: Where woodwork is indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication and indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. Locate concealed framing, blocking, and reinforcements that support woodwork by field measurements before being enclosed and indicate measurements on Shop Drawings. 1.8 WARRANTY A. Special Warranty for Siding: Manufacturer's standard form, signed by manufacturer, Installer, and Contractor, in which manufacturer agrees to repair or replace siding that fails in materials or workmanship within specified warranty period. Failures include, but are not limited to, deformation or deterioration beyond normal weathering. 1. Warranty Period for Factory -Applied Finish: Five years from date of Substantial Completion. 2. Warranty Period for Siding (Excluding Finish): 10 years from date of Substantial Completion. PART 2 - PRODUCTS 1► Uv 1►1l1y141101R011V 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: Plywood Siding: a. Georgia-Pacific Corp. b. Hardel Mutual Plywood Corp. C. Louisiana-Pacific Corporation. 2.2 MATERIALS, GENERAL A. Lumber: DOC PS 20 and applicable grading rules of inspection agencies certified by the American Lumber Standards' Committee Board of Review. 1. Factory mark each piece of lumber with grade stamp of inspection agency indicatin- rade, species, moisture content at time of surfacing, and mill. 2. For exposed lumber, mark grade stamp on end or back of each piece, or omit grade stamp and provide certificates of grade compliance issued by inspection agency. B. General: Provide materials that comply with requirements of the WIC quality standard for each type ol' woodwork and quality grade specified, unless otherwise indicated. C. Wood Species and Cut for Transparent Finish: Eastern white pine, sugar pine, or western white pine, plain sawn or sliced. Provide D. Wood Species for Opaque Finish: Eastern white pine, sugar pine, or western white pine. Finish Carpentry The Jones Payne Group, Inc 06200-3 Key West International Airport Residential Noise Insulation Program - Phase 1 2.3 INSTALLATION MATERIALS A. Blocking, Shims, and Nailers: Softwood or hardwood lumber, kiln -dried to less than 15 percent moisture content. B. Nails: Stainless steel. C. Screws: Stainless steel. 1. For metal framing supports, provide self -drilling screws as recommended by metal-h-amin_ ` manufacturer. D. Anchors: Select material, type, size, and finish required for each substrate for secure anchorage. Provide nonferrous -metal or hot -dip galvanized anchors and inserts, unless otherwise indicated. Provide toothed - steel or lead expansion sleeves for drilled -in -place anchors. E. Submit anchorage schedule and intended materials in submittal process. - 2.4 FABRICATION, GENERAL 2.5 WOOD -PRESERVATIVE -TREATED MATERIALS A. Water -Repellent Preservative Treatment by Nonpressure Process: A WPA N 1. 1. Preservative Chemicals: 3-iodo-2-propynyl butyl carbamate (IPBC. 2. Use chemical formulations that do not bleed through or otherwise adversely affect finishes. [h� not use colorants in solution to distinguish treated material from untreated material. 3. Application: plywood and clapboard siding. Treat blocking and nailers by pressure process and treat other exterior architectural woodwork either by pressure or nonpressure process, unless fabricated from naturally durable wood 2.6 SIDING A. Lumber Siding: Kiln -dried lumber siding complying with DOC PS 20. 1. Grade A western red cedar; NLGA, WCLIB, or WWPA. 2. Bevel Siding: S1S2E, actual overall dimensions of 5-1/2 by 11/16 inch (140 by 17 mm), measured on the face and thick edge at 19 percent moisture content. B. Plywood Siding: APA-Rated siding, pressure -preservative treated in panel sizes indicated by cxistinu conditions. ` 1. Thickness: 5/8 inch (15.9 mm). 2. Face Grade: 303-OC or NR matching existing condition. 3. Face Species: Western red cedar. _ 4. Pattern: Texture 1-11; grooves 4 inches (101.6 mm) o.c. 5. Surface: Smooth or Rough sawn as matches existing conditions. C. Siding Colors, Textures, and Patterns: Where manufacturer's standard products are indicated by existim, conditions, provide siding with the following requirements: 1. As indicated by manufacturer's designations. Finish Carpentry The Jones Payne Group, Inc 06200-4 ,,, Key West International Airport Residential Noise Insulation Program - Phase 1 2. As selected by Architect from manufacturer's full range. 2.7 INTERIOR STANDING AND RUNNING TRIM FOR TRANSPARENT FINISH A. Quality Standard: Comply with WIC Section 10. B. For trim items wider than available lumber, use veneered construction. Do not glue for width. C. For rails wider or thicker than available lumber, use veneered construction. Do not glue for width or thickness. D. Backout or groove backs of flat trim members and kerf backs of other wide, flat members, except for members with ends exposed in finished work. E. Assemble moldings in plant to maximum extent possible. Miter corners in plant and prepare for Held assembly with bolted fittings designed to pull connections together. F. Wood Species and Cut: Eastern white pine, sugar pine, or western white pine , plain sawn. G. Retain below with last option above if split finishes are required. I. Provide split species on trim that face areas with different wood species, matching each face of woodwork to species and cut of finish wood surfaces in areas finished. 2.8 INTERIOR STANDING AND RUNNING TRIM FOR OPAQUE FINISH A. Quality Standard: Comply with WIC Section 10. B. Backout or groove backs of flat trim members and kerf backs of other wide, flat members.. except for members with ends exposed in finished work. C. Assemble moldings in plant to maximum extent possible. Miter corners in plant and prepare for field assembly with bolted fittings designed to pull connections together. D. Wood Species: Eastern white pine, sugar pine, or western white pine. 2.9 INTERIOR FRAMES AND JAMBS FOR TRANSPARENT FINISH A. Quality Standard: Comply with WIC Section 12. B. For frames or jambs wider than available lumber, use veneered construction. Do not glue for width. C. Wood Species and Cut: Ponderosa Pine. 2.10 INTERIOR FRAMES AND JAMBS FOR OPAQUE FINISH A. Quality Standard: Comply with WIC Section 12. B. Wood Species: Ponderosa Pine or Douglas Fir. Finish Carpentry The Jones Payne Group, Inc 06200-5 Key West International Airport Residential Noise Insulation Program - Phase 1 2.11 EXTERIOR STANDING AND RUNNING TRIM FOR TRANSPARENT FINISH A. Quality Standard: Comply with WIC Section 7. B. Grade: Premium. C. Backout or groove backs of flat trim members and kerf backs of other wide, flat members, except for members with ends exposed in finished work. D. Assemble casings in plant except where shipping limitations require field assembly. E. Wood Species: All heart redwood. 1. Do not use plain -sawn lumber with exposed, flat surfaces more than 3 inches (75 nun) wide. 2.12 EXTERIOR STANDING AND RUNNING TRIM FOR OPAQUE FINISH A. Quality Standard: Comply with WIC Section 7. B. Grade: Premium. C. Backout or groove backs of flat trim members and kerf backs of other wide, flat members, except for members with ends exposed in finished work. D. Assemble casings in plant except where shipping limitations require field assembly. E. Wood Species: All heart redwood F. Do not use plain -sawn lumber with exposed, flat surfaces more than 3 inches (75 mm) wide. 2.13 MISCELLANEOUS MATERIALS A. Fasteners for Exterior Finish Carpentry: Provide nails or screws of the following materials, in sufficient length to penetrate minimum of 1-1/2 inches (38 mm) into substrate, unless otherwise recommended by manufacturer: I. Stainless steel. 2. Hot -dip galvanized steel. 3. Aluminum. 4. Prefinished aluminum in color to match stain, where face fastening of material to receive stain is unavoidable. B. Glue: Aliphatic- or phenolic -resin wood glue recommended by manufacturer for general carpentry use. C. Flashing: Comply with requirements in Division 7 for flashing materials. I. Horizontal Joint Flashing for Siding: Preformed galvanized steel Z-shaped flashing. D. Sealants: Comply with requirements in Division 7 Section "Joint Sealants". Finish Carpentry The Jones Payne Croup, Inc 06200-6 ... Key West International Airport Residential Noise Insulation Program - Phase 1 2.14 SHOP PRIMING A. Woodwork for Opaque Finish: Shop prime woodwork for paint finish with one coat of wood primer specified in Division 9 Section "Painting." B. Woodwork for Transparent Finish: Shop seal woodwork for transparent finish with stain (if required), other required pretreatments, and first coat of finish as specified in the following: 1. Division 9 Section "Painting." 2. Division 9 Section "Exterior Wood Stains." C. Preparations for Finishing: Comply with referenced quality standard for sanding, filling countersunk fasteners, sealing concealed surfaces, and similar preparations for finishing architectural woodwork. as applicable to each unit of work. D. Backpriming: Apply one coat of sealer or primer, compatible with finish coats, to concealed surfaces of' woodwork. Apply two coats to surfaces installed in contact with concrete or masonry and to end -_rain surfaces 2.15 FABRICATION A. Wood Moisture Content: Comply with requirements of specified inspection agencies and with manufacturer's written recommendations for moisture content of finish carpentry at relative humidity conditions existing during time of fabrication and in installation areas. B. Trim Woodwork Grade: Wood Moisture Content: 9 to 15 percent. Premium grade woodwork complying with the referenced quality standard. C. Ease edges of lumber less than I inch (25 mm) in nominal thickness to 1/16-inch (1.5-mm) radius and edges of lumber 1 inch (25 mm) or more in nominal thickness to 1/8-inch (3-mm) radius. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Clean substrates of projections and substances detrimental to application. B. Condition woodwork to average prevailing humidity conditions in installation areas before installation. C. Deliver concrete inserts and similar anchoring devices to be built into substrates well in advance of' time substrates are to be built. D. Prime lumber for exterior applications to be painted, including both faces and edges. Cut to required lengths and prime ends. Comply with requirements in Division 9 Section "Painting." Finish Carpentry The Jones Payne Group, Inc 06200-7 Key West International Airport Residential Noise Insulation Program - Phase I 3.3 INSTALLATION, GENERAL A. Do not use materials that are unsound, warped, improperly treated or finished, inadequately seasoned, or too small to fabricate with proper jointing arrangements. Do not use manufactured units with defective surfaces, sizes, or patterns. B. Install finish carpentry level, plumb, true, and aligned with adjacent materials. Use concealed shims where necessary for alignment. I. Scribe and cut finish carpentry to fit adjoining work. Refinish and seal cuts as recommended by manufacturer. 2. Anchor woodwork to anchors or blocking built in or directly attached to substrates. Secure with countersunk, concealed fasteners and blind nailing as required for complete installation. Use tine finishing nails or finishing screws for exposed fastening, countersunk and filled flush with woodwork and matching final finish if transparent finish is indicated. 3. Install to tolerance of 1/8 inch in 96 inches (3 mm in 2438 mm) for level and plumb. Install adjoining finish carpentry with 1/32-inch (0.8-mm) maximum offset for flush installation and 1/16-inch (1.5-mm) maximum offset for reveal installation. 4. Coordinate finish carpentry with materials and systems in or adjacent to it. Provide cutouts for mechanical and electrical items that penetrate finish carpentry. C. Standing and Running Trim: Install with minimum number of joints possible, using full-length pieces (from maximum length of lumber available) to greatest extent possible. Do not use pieces less than 36 — inches long, except where shorter single -length pieces are necessary. Scarf running joints and stagger in adjacent and related members. Install standing and running trim with no more variation from a straight line than 1/8 inch in 96 inches. 3.4 SIDING INSTALLATION A. Horizontal Lumber Siding: Apply starter strip along bottom edge of sheathing or sill. Install first course of siding with lower edge at least 1/8 inch (3 mm) below starter strip and subsequent courses lapped I inch (25 mm) over course below. Nail at each stud. Do not allow nails to penetrate more than one thickness of siding. B. Plywood Siding: Install panels with edges over framing or blocking. Nail at 6 inches (150 nun) o.c. at panel perimeter and 12 inches (300 mm) o.c. at intermediate supports, unless manufacturer recommends closer spacing. Leave 1/16-inch (1.5-mm) gap between adjacent panels and 1/8-inch (3-mm) gap at perimeter and openings, unless otherwise recommended by panel manufacturer. l . Seal buttjoints at inside and outside corners and at trim locations. 2. Install continuous metal flashing at horizontal panel joints with I/8-inch (3-mm) expansion gap. - 3. Apply battens and corner trim as indicated. 4. Conceal fasteners to greatest practical extent by countersinking and filling, by placing in roovcs of siding pattern, or by concealing with applied trim or battens as detailed. Do not nail throu-h overlapping pieces. C. Flashing: Install metal flashing as indicated on Drawings and as recommended by siding manufacturer. D. Finish: Apply finish within one weeks of installation. E. Install siding to comply with manufacturer's warranty requirements. Finish Carpentry The Jones Payne Group, Inc 06200-8 -- Key West International Airport Residential Noise Insulation Program - Phase 1 3.5 ADJUSTING A. Replace finish carpentry that is damaged or does not comply with requirements. Finish carpentry may be repaired or refinished if work complies with requirements and shows no evidence of repair or refinishen,. Adjust joinery for uniform appearance. 3.6 CLEANING A. Clean finish carpentry on exposed and semiexposed surfaces. Touch up finishes to restore damaged or soiled areas. END OF SECTION 06200 Finish Carpentry The Jones PaJ;ne Group, Inc 06200-9 Key West International Airport Residential Noise Insulation Program - Phase 1 THIS PAGE INTENTIONALLY LEFT BLANK Finish Carpentry The Jones Payne Group, Inc 06200-10 — 07131 — Self -Adhering Sheet Waterproof Bidding and Contracting Requirements URS Corporation This page intentionally left blank. URS Corporation Bidding and Contracting Requirements r Key West International Airport Residential Noise Insulation Program - Phase 1 DIVISION 07 — THERMAL & MOISTURE PROTECTION SECTION 07131 - SELF -ADHERING SHEET WATERPROOFING PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Rubberized -asphalt sheet waterproofing for flashing of stucco penetrations. B. Related Sections include the following: 1. Division 1 Section "Cutting and Patching" for modifying window and door openings. 2. Division 7 Section "Joint Sealants" for joint -sealant materials and installation. 3. Division 9 Section "Portland Cement Plaster" for stucco. 1.3 PERFORMANCE REQUIREMENTS A. Provide waterproofing that prevents the passage of water. 1.4 SUBMITTALS A. Product Data: Include manufacturer's written instructions for evaluating, preparing, and treating substrate, technical data, and tested physical and performance properties of waterproofing. B. Shop Drawings: Show locations and extent of waterproofing. Include details for substrate joints and cracks, sheet flashings, penetrations, inside and outside corners, tie-ins with adjoining waterproofing, and other termination conditions. C. Sample Warranty: Copy of special waterproofing manufacturer's warranty stating obligations, remedies, limitations, and exclusions before starting waterproofing. 1.5 QUALITY ASSURANCE A. Installer Qualifications: A qualified installer who is authorized, approved, or licensed by waterproofing manufacturer to install manufacturer's products. B. Source Limitations: Obtain waterproofing materials through one source from a single manufacturer. Self -Adhering Sheet Waterproofing The Jones Payne Group 07131-1 Key West International Airport Residential Noise Insulation Program - Phase 1 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver liquid materials to Project site in original packages with seals unbroken, labeled with manufacturer's name, product brand name and type, date of manufacture, and directions for storing and mixing with other components. B. Store liquid materials in their original undamaged packages in a clean, dry, protected location and within temperature range required by waterproofing manufacturer. C. Remove and replace liquid materials that cannot be applied within their stated shelf life. D. Store rolls according to manufacturer's written instructions. E. Protect stored materials from direct sunlight. 1.7 PROJECT CONDITIONS A. Environmental Limitations: Apply waterproofing within the range of ambient and substrate temperatures recommended by waterproofing manufacturer. Do not apply waterproofing to a damp or wet substrate. 1. Do not apply waterproofing in snow, rain, fog, or mist. B. Maintain adequate ventilation during preparation and application of waterproofmg materials. 1.8 WARRANTY A. Special Manufacturer's Warranty: Written warranty, signed by waterproofing manufacturer agreeing to replace waterproofing material that does not comply with requirements or that does not remain watertight during specified warranty period. 1. Warranty does not include failure of waterproofing due to failure of substrate prepared and treated according to requirements or formation of new joints and cracks in substrate exceeding 1/16 inch (1.6 mm) in width. 2. Warranty Period: Five (5) years after date of Substantial Completion. B. Special Installer's Warranty: Written waterproofing Installer's warranty, signed by Installer, covering Work of this Section, for warranty period of two (2) years. PART 2-PRODUCTS 2.1 MANUFACTURERS A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: 1. Rubberized -Asphalt Sheet Waterproofing: a. Carlisle Corporation, Carlisle Coatings & Waterproofing Div.; CCW 701. -- b. W. R. Grace & Co.; Bituthene. C. Pecora Corporation; Duramem 700-SM. Self -Adhering Sheet Waterproofing The Jones Payne Group 07131-2 Key West International Airport Residential Noise Insulation Program - Phase l 2.2 RUBBERIZED -ASPHALT SHEET WATERPROOFING A. Rubberized -Asphalt Sheet: 60-mil- (1.5-mm-) thick, self -adhering sheet consisting of 56 mils (1.4 mm) of rubberized asphalt laminated to a 4-mil- (0.10-mm-) thick, polyethylene film with release liner on adhesive side and formulated for application with primer or surface conditioner that complies with VOC limits of authorities having jurisdiction. Physical Properties: As follows, measured per standard test methods referenced: a. Tensile Strength: 250 psi (1.7 MPa) minimum; ASTM D 412, Die C, modified. b. Ultimate Elongation: 300 percent minimum; ASTM D 412, Die C, modified. C. Low -Temperature Flexibility: Pass at minus 20 deg F (minus 29 deg C); ASTM D 1970. d. Crack Cycling: Unaffected after 100 cycles of 1/8-inch (3-mm) movement; ASTM C 836. e. Puncture Resistance: 40 lbf (180 N) minimum; ASTM E 154. f. Hydrostatic -Head Resistance: 150 feet (45 m) minimum; ASTM D 5385. g. Water Absorption: 0.15 percent weight -gain maximum after 48-hour immersion at 70 deg F (21 deg Q ASTM D 570. h. Vapor Permeance: 0.05 perms (2.9 ng/Pa x s x sq. m); ASTM E 96, Water Method. 2.3 AUXILIARY MATERIALS A. General: Furnish auxiliary materials recommended by waterproofing manufacturer for intended use and compatible with sheet waterproofing. Furnish liquid -type auxiliary materials that comply with VOC limits of authorities having jurisdiction. B. Primer: Liquid waterborne primer recommended for substrate by manufacturer of sheet waterproofing material. C. Surface Conditioner: Liquid, waterborne surface conditioner recommended for substrate by manufacturer of sheet waterproofing material. D. Sheet Strips: Self -adhering, rubberized -asphalt composite sheet strips of same material and thickness as sheet waterproofing. E. Liquid Membrane: Elastomeric, two -component liquid, cold fluid applied, trowel grade or low viscosity. F. Substrate Patching Membrane: Low -viscosity, two -component, asphalt -modified coating. G. Mastic, Adhesives, and Tape: Liquid mastic and adhesives, and adhesive tapes recommended by waterproofing manufacturer. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements and other conditions affecting performance. Self -Adhering Sheet Waterproofing The Jones Payne Group 07131-3 Key West International Airport Residential Noise Insulation Program - Phase I 3.2 SURFACE PREPARATION A. Clean, prepare, and treat substrates according to manufacturer's written instructions. Provide clean, dust - free, and dry substrates for waterproofing application. B. Mask off adjoining surfaces not receiving waterproofing to prevent spillage and overspray affecting other construction. C. Remove grease, oil, bitumen, form -release agents, paints, curing compounds, and other penetrating contaminants or film -forming coatings from concrete. D. Remove fins, ridges, mortar, and other projections and fill honeycomb, aggregate pockets, holes, and other voids. E. Prepare, fill, prime, and treat joints and cracks in substrates. Remove dust and dirt from joints and cracks according to ASTM D 4258. I . Install sheet strips and center over treated construction and contraction joints and cracks exceeding a width of [1/16 inch (1.6 mm)]. F. Corners: Prepare, prime, and treat inside and outside corners according to ASTM D 6135. 1. Install membrane strips centered over vertical inside corners. Install 3/4-inch (19-mm) fillets of liquid membrane on horizontal inside corners and as follows: G. Prepare, treat, and seal vertical and horizontal surfaces at terminations and penetrations through waterproofing and at drains and protrusions according to ASTM D 6135. 3.3 RUBBERIZED -ASPHALT SHEET APPLICATION A. Install self -adhering sheets according to waterproofing manufacturer's written instructions and recommendations in ASTM D 6135. B. Apply primer to substrates at required rate and allow to dry. Limit priming to areas that will be covered by sheet waterproofing in same day. Reprime areas exposed for more than 24 hours. C. Apply and firmly adhere sheets over area to receive waterproofing. Accurately align sheets and maintain uniform 2-1/2-inch- (64-mm-) minimum lap widths and end laps. Overlap and seal seams and stagger end laps to ensure watertight installation. 1. When ambient and substrate temperatures range between 25 and 40 deg F (minus 4 and plus 5 deg C), install self -adhering, rubberized -asphalt sheets produced for low -temperature application. Do not use low -temperature sheets if ambient or substrate temperature is higher than 60 deg F (16 deg Q. D. Apply continuous sheets over sheet strips bridging substrate cracks, construction, and contraction joints. E. Seal exposed edges of sheets at terminations not concealed by metal counterflashings or ending in reglets with mastic or sealant. F. Install sheet waterproofing and auxiliary materials to tie into adjacent waterproofing. Self -Adhering Sheet Waterproofing The Jones Payne Group 07131-4 "` Key West International Airport Residential Noise Insulation Program - Phase 1 G. Repair tears, voids, and lapped seams in waterproofing not complying with requirements. Slit and flatten fishmouths and blisters. Patch with sheets extending 6 inches (150 mm) beyond repaired areas in all directions. H. Correct deficiencies in or remove sheet waterproofing that does not comply with requirements, repair substrates, reapply waterproofing, and repair sheet flashings. 3.4 PROTECTION AND CLEANING A. Protect waterproofing from damage and wear during remainder of construction period. B. Clean spillage and soiling from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction. END OF SECTION 07131 Self -Adhering Sheet Waterproofing The Jones Payne Group 07131-5 Key West International Airport Residential Noise Insulation Program - Phase I THIS PAGE INTENTIONALLY LEFT BLANK Self -Adhering Sheet Waterproofing The Jones Payne Group 07131-6 07210 — Building Insulation Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation Key West International Airport Residential Noise Insulation Program - Phase I DIVISION 07—THERMAL & MOISTURE PROTECTION SECTION 07210 - BUILDING INSULATION PART I - GENERAL I .l RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Work Included: Furnish and install all building insulation as herein specified and as indicated on the Drawings. Building insulation shall include but is not necessarily limited to: 1. Insulation of voids in walls around new windows, doors or other penetrations in buildin- envelope with unfaced glass fiber. 2. Insulation of attic over residential space with unfaced glass fiber batt. 3. Insulation between furring strips at new gypsum board on resilient channels with unfaced Semi- rigid glass fiber.. B. This Section includes the following: 1. Concealed building insulation. 2. Vapor retarders. 3. Sound deadening board. C. Related Sections include the following: l . Division 6 Section "Rough Carpentry". 2. Division 8 Section "Doors and Windows" for installation in window and door assemhlies of' insulation specified by reference to this Section. 3. Division 9 Section "Gypsum Board Assemblies" for installation in metal -framed assemhlic of insulation specified by reference to this Section. 4. Division 9 Section "Portland Cement Plaster" for insulation installed as part of metal -trained ,all and partition assemblies. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. 1.4 QUALITY ASSURANCE A. Source Limitations: Obtain each type of building insulation through one source. B. Fire -Test -Response Characteristics: Provide insulation and related materials with the fire -test -response characteristics indicated, as determined by testing identical products per test method indicated belm� h% UL or another testing and inspecting agency acceptable to authorities having jurisdiction. Identify materials with appropriate markings of applicable testing and inspecting agency. 1. Surface -Burning Characteristics: ASTM E 84. 2. Fire -Resistance Ratings: ASTM E 1 19. 3. Combustion Characteristics: ASTM E 136. Building Insulation The Jnnes Payne Group 07-11 U-1 Key West International Airport Residential Noise Insulation Program - Phase 1 -- 1.5 DELIVERY, STORAGE, AND HANDLING A. Protect insulation materials from physical damage and from deterioration by moisture, soiling. and other sources. Store inside and in a dry location. Comply with manufacturer's written instruction" Iur handling, storing, and protecting during installation. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Glass -Fiber Insulation: a. CertainTeed Corporation. b. Johns Manville Corporation. C. Knauf Fiber Glass. " d. Owens Corning. 2. Slag- Woo l-/Rock-Wool-Fiber Insulation: a. Fibrex Insulations Inc. b. Owens Corning. C. Thermafiber. 3. Sound Deadening Board a. Homoasote Co. b. Johns Manville Corporation 2.2 INSULATING MATERIALS A. General: Provide insulating materials that comply with requirements and with referenced standards. 1. Preformed Units: Sizes to fit applications indicated; selected from nlanUfaCturer's standard thicknesses, widths, and lengths. B. Unfaced Mineral -Fiber Blanket Insulation: ASTM C 665, Type I (blankets without membrane facing): consisting of fibers manufactured from glass; with maximum flame -spread and smoke -developed indices of 25 and 50, respectively; passing ASTM E 136 for combustion characteristics. C. Fiber Glass Equipment Insulation: blanket type insulation of flame -attenuated glass fibers bonded with resin with maximum flame -spread and smoke -developed indices of 25 and 50. respectively: passing per ASTM E-84 and UL 723 for combustion characteristics. 2.3 VAPOR RETARDERS A. Polyethylene Vapor Retarder: ASTM D 4397, 6 mils (0.15 mm) thick, with maximum pernleance rating of 0.13 perm (7.5 ng/Pa x s x sq. rn). B. Vapor -Retarder Tape: Pressure -sensitive tape of type recommended by vapor -retarder manufacturer fur sealing joints and penetrations in vapor retarder. Building Insulation The Jones Pgyne Group 07210-2 Key West International Airport Residential Noise Insulation Program - Phase I 2.4 SOUND DEADENING BOARD A. Sound deadening board shall meet the following requirements: 1. ASTM E84; Fire Hazard Class (FHC) Class III (or C) with flame spread index of 25. 2. Noise Reduction Coefficient of .20. B. Sound deadening board shall be a high density mineral or wood fiber composition 4' x 8' structural board: density 26-28 lbs. per cubic foot, moisture resistant and protected against termites. rot and fungi. C. Thickness shall be 1/2" or 5/8" as indicated on Drawings, or as specified in Scope of Work. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with Installer present, for compliance with requirements for Sections in which substrates and related work are specified and other conditions affecting performance. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Clean substrates of substances harmful to insulations or vapor retarders, including removin- projections capable of puncturing vapor retarders or of interfering with insulation attachment. B. Close off openings in cavities receiving insulation to prevent escape of insulation. Provide hronzc or stainless -steel screens (inside) where openings must be maintained for drainage or ventilation. 3.3 INSTALLATION, GENERAL A. Comply with insulation manufacturer's written instructions applicable to products and application indicated. B. Install insulation that is undamaged, dry, and unsoiled and that has not been left exposed at any time to water. C. Extend insulation in thickness indicated to envelop entire area to be insulated. Cut and fit tightly around obstructions and fill voids with insulation. Remove projections that interfere with placement. D. Water -Piping Coordination: If water piping is located on inside of' insulated exterior walls. coordinate location of piping to ensure that it is placed on warm side of insulation and insulation encapsulates piping. E. Apply single layer of insulation to produce thickness indicated, unless multiple layers are otherwise shown or required to make up total thickness. 3.4 INSTALLATION OF GENERAL BUILDING INSULATION A. Apply insulation units to substrates by method indicated, complying with manufacturer's %\ ritten instructions. If no specific method is indicated. bond units to substrate with adhesive or use mechanical anchorage to provide permanent placement and support of units. Building Insulation The Jones• PaYne Groin 07- 1 tt Key West International Airport Residential Noise Insulation Program - Phase 1 B. Set vapor -retarder -faced units with vapor retarder to warm side of construction. unless tither%% INC indicated. Do not obstruct ventilation spaces, except for firestopping. I. Tape joints and ruptures in vapor retarder, and seal each continuous area of insulation to surrounding construction to ensure airtight installation. C. Install mineral -fiber blankets in cavities formed by attic framing members according to the 6611o%\ in_ requirements: 1. Use blanket widths and lengths that fill the cavities formed by framing members. li'more than tine length is required to fill cavity, provide lengths that will produce a snug fit between ends. 2. Place blankets 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 (2438 mm), support unfaced blankets mechanically and support faced blankets by taping stapling flanges to flanges of metal studs. 3.5 INSTALLATION OF WINDOW AND DOOR INSULATION A. General: Double Wrap window and door frames in fiberglass equipment insulation to infill voids between frame and support structure. B. Adhere insulation to frames prior to installation with adhesive to prevent slippage. C. Provide two layers of 1" thick insulation conforming to the width of the jambs. 3.6 INSTALLATION OF VAPOR RETARDERS A. General: Extend vapor retarder to extremities of areas to be protected from vapor transmission. Secure in place with adhesives or other anchorage system as indicated. Extend vapor retarder to cover miscellaneous voids in insulated substrates, including those filled with loose -fiber insulation. B. Seal vertical joints in vapor retarders over framing by lapping not less than two wall studs. Fasten vapor retarders to framing at top, end, and bottom edges; at perimeter of wall openings: and at lap joints. Space fasteners 16 inches (406 mm) o.c. C. Firmly attach vapor retarders to substrates with mechanical fasteners or adhesives as recommended b\ vapor -retarder manufacturer. D. Seal joints caused by pipes, conduits, electrical boxes, and similar items penetrating vapor retarders with vapor -retarder tape to create an airtight seal between penetrating objects and vapor retarder. E. Repair any tears or punctures in vapor retarders immediately before concealment by other work. Cover with vapor -retarder tape or another layer of vapor retarder. 3.7 PROTECTION A. Protect installed insulation and vapor retarders from damage due to harmful weather exposures. physical abuse, and other causes. Provide temporary coverings or enclosures where insulation is subject to ahusc and cannot be concealed and protected by permanent construction immediately after installation. — END OF SECTION 07210 Building Insulation The./ones Panne Grump 07-110-4 — 07460 — Siding Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation Key West International Airport Residential Noise Insulation Program - Phase 1 DIVISION 07 — THERMAL & MOISTURE PROTECTION SECTION 07460 - SIDING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: Perform all operations and installations required to complete the work of this section, as indicated on the Drawings, Scope of Work, and as specified herein. Such work shall include but not be limited to the following: 1. Removal of siding on as indicated on the Drawings, as required to complete project or to facilitate installation of new windows, doors and frames, roof vents and gable vents. 2. Removal of existing aluminum sheet metal as indicated on the Drawings, as required to complete project or to facilitate installation of new windows, doors and frames, roof vents and gable vents. 3. Installation of new sheet metal work at new windows, doors and frames, roof vents and gable vents. 4. Repair/ installation of sheathing as required to complete work. 5. Installation of building paper and new flashing where indicated or as required to complete work. 6. Installation on new aluminum siding and/or accessories where indicated or as required to complete work. B. Related Sections include the following: 1. Division 6 Section "Rough Carpentry" for sheathing and air -infiltration barrier. 2. Division 6 Section "Finish Carpentry" for exterior wood trim. 3. 4. Division 7 Section "Joint Sealants" for field -applied sealants. 1.3 SUBMITTALS A. Product Data: For each type of product specified. Include identification of materials; dimensions of individual components; installation instructions; and available profiles, textures and colors. B. Samples for Initial Selection: Manufacturer's sample finishes showing full range of colors, profiles, and textures available. 1.4 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced installer who has completed siding installations similar in material, design, and extent to that indicated for Project that has resulted in construction with a record of successful in-service performance. B. Source Limitations for Siding and Accessories: Obtain each color, texture, pattern, and type of siding and related accessories from one source with resources to provide products of consistent quality in appearance and physical properties without delaying the Work Siding The Jones Payne Group 07460-1 Key West International Airport Residential Noise Insulation Program - Phase 1 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to Project site in manufacturer's unopened packages or bundles with labels intact. B. Store materials in a dry, well -ventilated, weathertight place. Comply with manufacturer's written instructions for storage, handling, and protection. 1.6 PROJECT CONDITIONS A. Weather Limitations: Proceed with siding installation only if existing and forecasted weather conditions permit siding to be installed according to manufacturer's written instructions and if substrate is completely dry. 1.7 WARRANTY A. General Warranty: The special warranty specified in this Article shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by the Contractor under requirements of the Contract Documents. B. Special Project Warranty: Submit a written warranty, executed by siding manufacturer, agreeing to repair or replace siding that fails in materials or workmanship within the specified warranty period. Failures -` include, but are not limited to, cracking, deforming, fading, or otherwise deteriorating beyond normal weathering. Fading is defined as loss of color, after cleaning with product recommended by manufacturer. 1. Warranty Period: 10 years from date of Substantial Completion. 1.8 EXTRA MATERIALS A. Furnish extra materials described below that match products installed, are packaged with protective covering for storage, and are identified with labels describing contents. 1. Furnish full lengths of siding in a quantity equal to 2 percent of amount installed. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Aluminum Siding: a. Alcoa Building Products ._ b. Certain Teed Corp C. Georgia-Pacific Corp. 2. Sheet Metal Trim: a. Alcoa Building Products Siding The Jones Payne Group 07460-2 _ Key West International Airport Residential Noise Insulation Program - Phase 1 b. Certain Teed Corp C. Georgia-Pacific Corp. 2.2 SIDING A. Formed Aluminum Siding: Solid vinyl siding and accessories. 1. Horizontal Pattern: 8-inch exposure. 2. Texture: Plain or Wood grain to match existing. 2.3 SOFFIT A. Aluminum Soffit: Provide soffit and accessories as necessary. Pattern: 8-inch exposure. Ventilation: Provide perforated soffit. 2.4 ACCESSORIES A. Siding Accessories: Provide starter strips, edge trim, window head flashing, corner cap, and other items as recommended by manufacturer for building configuration; match type of siding. B. Moldings and trim: Provide aluminum `trim sheet' as indicated: 1. Provide sheet metal without pitting, seam marks, roller marks, stains, discolorations, or other imperfections where exposed to view on finished units. 2. Flat sheet complying with ASTM B 209 (ASTM B 209B), alloy and temper recommended by aluminum producer and finisher for type of use and finish indicated, and with not less that strength and durability properties of alloy 5005-H 1. C. Fasteners: Non -corrosive aluminum siding nails, in sufficient length to penetrate a minimum of 1 inch (25 mm) into substrate. Provide pre -finished fasteners in color to match siding where face nailing is unavoidable. 2.5 FABRICATION, SHEET METAL A. Shop Assembly: Pre -assemble formed -metal fabrications ion shop to greatest extent possible to minimize field splicing and assembly. Dis-assemble units only as necessary for shipping and handling limitations. Clearly mark units ready for re -assembly and coordinated installation. B. Coordinate dimensions and attachment methods of formed -metal fabrications with those of adjoining construction to produce integrated assemblies with closely fitting joints and with edges and surfaces aligned, unless otherwise indicated. C. Form metal to profiles indicated, in maximum lengths to minimize joints. Produce flat, flush surfaces without cracking or grain separation at bends. Fold back exposed edges of unsupported sheet metal to form '/2." wide hem on the concealed side, or ease edges to a radius of approximately 1/32" and support with concealed stiffeners. D. Increase metal thickness or reinforce with concealed stiffeners, backing materials, or both, as needed to provide surface flatness specified for stretcher -leveled sheet metal and sufficient strength for indicated use. Retain one requirement below. If retaining second requirement, indicate colors and textures on a separate schedule. Siding The Jones Payne Group 07460-3 Key West International Airport Residential Noise Insulation Program - Phase 1 2.6 COLORS AND TEXTURES A. Where manufacturer's standard products are indicated, provide siding and accessories complying with the - following requirements: I . Match Architect's samples. 2. Match colors and textures indicated by referencing manufacturer's standard designations for these characteristics. 3. Provide Architect's selections from manufacturer's full range of colors and textures for siding and accessories of type indicated. Accessories may be required to match siding or to be of a different -' color or texture as selected by Architect. 2.7 ALUMINUM FINISHES A. Finish designations prefixed by AA comply with the system established by the Aluminum Association for designating aluminum fmishes. B. Baked -Enamel Finish: Apply baked enamel complying with paint manufacturer's written specifications for cleaning, conversion coating and painting. 1. Color: As selected by Architect from manufacturer's full range. 2. Paint to match existing conditions if color unavailable. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates for compliance with requirements for substrates, installation tolerances, and other conditions affecting performance of siding. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Clean substrates of projections and substances detrimental to application. B. Coordinate installation with flashings and other adjoining construction to ensure proper sequencing. 3.3 INSTALLATION: ALUMINUM SIDING A. General: Comply with siding manufacturer's written installation instructions applicable to products and -` applications indicated, unless more stringent requirements apply. Center nails in elongated nailing slots without binding siding to allow for thermal movement. Overlap joints to shed water away from direction of prevailing wind. B. Install siding, soffit, and accessories. 1. Install siding in continuous lengths without seams. Siding The Jones Payne Group 07460-4 Key West International Airport Residential Noise Insulation Program - Phase 1 3.4 INSTALLATION: SHEET METAL A. General: Comply with sheet metal manufacturer's written installation instructions applicable to products and applications indicated. B. Locate and place formed -metal fabrications level, plumb, and in alignment with adjacent construction. C. Use concealed anchorages where possible. Provide brass or lead washers fitted to screws where needed to protect metal surfaces and to make a weathertight connection. D. Form tight joints with exposed connections accurately fitting together. Provide reveals and openings for sealants and joint fillers as indicated. E. Corners are to formed with minimum 2 inch lapped joints. Corner seams are to be oriented downward so as to prevent intrusion of running water. Running seams are not acceptable unless specific approval is given by Architect. Provide and install caulking at all seams and joints. F. Install concealed gaskets, joint fillers , insulation, and flashings, as the Work progresses, to make exterior formed -metal fabrications weatherproof. 3.5 ADJUSTING AND CLEANING A. Remove and replace damaged, improperly installed, or otherwise defective siding materials with new materials complying with specified requirements. B. Clean finished surfaces according to siding manufacturer's written instructions and maintain in a clean condition during construction. END OF SECTION 07460 Siding The Jones Payne Group 07460-5 Key West International Airport Residential Noise Insulation Program - Phase 1 THIS PAGE INTENTIONALLY LEFT BLANK Siding The Jones Payne Group 07460-6 -- 07920 — Joint Sealant Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation Key West International Airport Residential Noise Insulation Program - Phase 1 DIVISION 07 — THERMAL & MOISTURE PROTECTION SECTION 07920 - JOINT SEALANTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes sealants for the following applications: Exterior joints in the following vertical surfaces and nontraffic horizontal surfaces: a. Perimeter joints between materials listed above and frames of doors and windows. b. Other joints as indicated. 2. Interior joints in the following vertical surfaces and horizontal nontraffic surfaces: a. Perimeter joints of exterior openings where indicated. b. Perimeter joints between interior wall surfaces and frames of interior doors, windows, and elevator entrances. C. Other joints as indicated. B. Related Sections include the following: 1. Division 7 Section "Siding" for aluminum sheet metal. 2. Division 8 Section "Windows and Doors" for installation doors and windows. 3. Division 9 Section "Gypsum Board Assemblies" for sealing perimeter joints of gypsum board. 1.3 PERFORMANCE REQUIREMENTS A. Provide elastomeric joint sealants that establish and maintain watertight and airtight continuous joint seals without staining or deteriorating joint substrates. B. Provide joint sealants for interior applications that establish and maintain airtight and water-resistant continuous joint seals without staining or deteriorating joint substrates. 1.4 SUBMITTALS A. Product Data: For each joint -sealant product indicated. B. Samples for Initial Selection: Manufacturer's color charts consisting of strips of cured sealants showing the full range of colors available for each product exposed to view. C. Product Certificates: Signed by manufacturers of joint sealants certifying that products furnished comply with requirements and are suitable for the use indicated. Sealants The Jones Payne Group, Inc 07920-1 Key West International Airport Residential Noise Insulation Program - Phase 1 D. Qualification Data: For firms and persons specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. E. Warranties: Special warranties specified in this Section. 1.5 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who has specialized in installing joint sealants similar in material, design, and extent to those indicated for this Project and whose work has resulted in joint - sealant installations with a record of successful in-service performance. B. Source Limitations: Obtain each type of joint sealant through one source from a single manufacturer. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to Project site in original unopened containers or bundles with labels indicating manufacturer, product name and designation, color, expiration date, pot life, curing time, and mixing instructions for multicomponent materials. B. Store and handle materials in compliance with manufacturer's written instructions to prevent their deterioration or damage due to moisture, high or low temperatures, contaminants, or other causes. 1.7 PROJECT CONDITIONS A. Environmental Limitations: Do not proceed with installation of joint sealants under the following conditions: 1. When ambient and substrate temperature conditions are outside limits permitted by joint sealant manufacturer. 2. When ambient and substrate temperature conditions are outside limits permitted by joint sealant -- manufacturer or are below 40 deg F (4.4 deg C). 3. When joint substrates are wet. B. Joint -Width Conditions: Do not proceed with installation of joint sealants where joint widths are less — than those allowed by joint sealant manufacturer for applications indicated. C. Joint -Substrate Conditions: Do not proceed with installation of joint sealants until contaminants capable of interfering with adhesion are removed from joint substrates. 1.8 WARRANTY A. General Warranty: Special warranties specified in this Article shall not deprive Owner of other rights Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by Contractor under requirements of the Contract Documents. B. Special Installer's Warranty: Written warranty, signed by Installer agreeing to repair or replace elastomeric joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Warranty Period: Two years from date of Substantial Completion. Sealants The Jones Payne Group, Inc 07920-2 — Key West International Airport Residential Noise Insulation Program - Phase 1 C. Special Manufacturer's Warranty: Written warranty, signed by elastomeric sealant manufacturer agreeing to furnish elastomeric joint sealants to repair or replace those that do not comply with performance and other requirements specified in this Section within specified warranty period. Warranty Period: 20 years from date of Substantial Completion. D. Special warranties specified in this Article exclude deterioration or failure of elastomeric joint sealants from the following: 1. Movement of the structure resulting in stresses on the sealant exceeding sealant manufacturer's written specifications for sealant elongation and compression caused by structural settlement or errors attributable to design or construction. 2. Disintegration of joint substrates from natural causes exceeding design specifications. 3. Mechanical damage caused by individuals, tools, or other outside agents. 4. Changes in sealant appearance caused by accumulation of dirt or other atmospheric contaminants. PART 2 - PRODUCTS 2.1 PRODUCTS AND MANUFACTURERS A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the products specified in the sealant schedules at the end of Part 3. 2.2 MATERIALS, GENERAL A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience. B. Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range for this characteristic. 2.3 ELASTOMERIC JOINT SEALANTS A. Elastomeric Sealant Standard: Comply with ASTM C 920 and other requirements indicated for each liquid -applied chemically curing sealant in the Elastomeric Joint -Sealant Schedule at the end of Part 3, including those referencing ASTM C 920 classifications for type, grade, class, and uses. 2.4 LATEX JOINT SEALANTS A. Latex Sealant Standard: Comply with ASTM C 834 for each product of this description indicated in the Latex Joint -Sealant Schedule at the end of Part 3. 2.5 JOINT -SEALANT BACKING A. General: Provide sealant backings of material and type that are nonstaining; are compatible with joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. B. Elastomeric Tubing Sealant Backings: Neoprene, butyl, EPDM, or silicone tubing complying with ASTM D 1056, nonabsorbent to water and gas, and capable of remaining resilient at temperatures down to minus 26 deg F (minus 32 deg Q. Provide products with low compression set and of size and shape to Sealants The Jones Payne Group, Inc 07920-3 Key West International Airport Residential Noise Insulation Program - Phase 1 provide a secondary seal, to control sealant depth, and otherwise contribute to optimum sealant performance. C. Bond -Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint -filler materials or joint surfaces at back of joint where such adhesion would result in sealant failure. Provide self-adhesive tape where applicable. 2.6 MISCELLANEOUS MATERIALS A. Primer: Material recommended by joint sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint -sealant -substrate tests and field tests. B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials, free of oily residues or other substances capable of staining or harming joint substrates and adjacent nonporous surfaces in any way, and formulated to promote optimum adhesion of sealants with joint substrates. C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints. PART 3-EXECUTION 3.1 EXAMINATION A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting joint -sealant performance. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 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, blast cleaning, mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealants. Remove loose particles remaining from above cleaning operations by vacuuming or blowing out joints with oil -free compressed air. Porous joint surfaces include the following: a. Concrete. b. Masonry. C. Stucco. d. Unglazed surfaces of ceramic tile. 3. Remove laitance and form -release agents from concrete. Sealants The Jones Payne Group, Inc 07920-4 Key West International Airport Residential Noise Insulation Program - Phase I 4. Clean nonporous surfaces with chemical cleaners or other means that do not stain, harm substrates, or leave residues capable of interfering with adhesion of joint sealants. a. Metal. b. Glass. C. Porcelain enamel. d. Glazed surfaces of ceramic tile. B. Joint Priming: Prime joint substrates where recommended in writing by joint sealant manufacturer, based on preconstruction joint -sealant -substrate tests or prior experience. Apply primer to comply with joint sealant manufacturer's written instructions. Confine primers to areas of joint -sealant bond; do not allow spillage or migration onto adjoining surfaces. C. Masking Tape: Use masking tape where required to prevent contact of sealant with adjoining surfaces that otherwise would be permanently stained or damaged by such contact or by cleaning methods required to remove sealant smears. Remove tape immediately after tooling without disturbing joint seal. 3.3 INSTALLATION OF JOINT SEALANTS A. General: Comply with joint sealant manufacturer's written installation instructions for products and applications indicated, unless more stringent requirements apply. B. Sealant Installation Standard: Comply with recommendations of ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated. C. Install sealant backings of type indicated to support sealants during application and at position required to produce cross -sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. 1. Do not leave gaps between ends of sealant backings. 2. Do not stretch, twist, puncture, or tear sealant backings. 3. Remove absorbent sealant backings that have become wet before sealant application and replace them with dry materials. D. Install bond -breaker tape behind sealants where sealant backings are not used between sealants and back of joints. E. Install sealants by proven techniques to comply with the following and at the same time backings are installed: 1. Place sealants so they directly contact and fully wet joint substrates. 2. Completely fill recesses provided for each joint configuration. 3. Produce uniform, cross -sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. 3.4 FIELD QUALITY CONTROL A. Field -Adhesion Testing: Field-test joint -sealant adhesion to joint substrates as follows: 1. Test Method: Test joint sealants by hand -pull method described below: Make knife cuts from one side of joint to the other, followed by two cuts approximately 2 inches (50 mm) long at sides of joint and meeting cross cut at one end. Place a mark 1 inch (25 mm) from cross -cut end of 2-inch (50-mm) piece. Sealants The Jones Payne Group, Inc 07920-5 Key West International Airport Residential Noise Insulation Program - Phase I b. Use fingers to grasp 2-inch (50-mm) piece of sealant between cross -cut end and 1-inch (25- mm) mark; pull firmly at a 90-degree angle or more in direction of side cuts while holding a ruler along side of sealant. Pull sealant out of joint to the distance recommended by sealant manufacturer for testing adhesive capability, but not less than that equaling specified maximum movement capability in extension; hold this position for 10 seconds. C. For joints with dissimilar substrates, check adhesion to each substrate separately. Do this by extending cut along one side, checking adhesion to opposite side, and then repeating this procedure for opposite side. 2. Inspect joints for complete fill, for absence of voids, and for joint configuration complying with specified requirements. Record results in a field adhesion test log. 3. Inspect tested joints and report on the following: a. Whether sealants in joints connected to pulled -out portion failed to adhere to joint substrates or tore cohesively. Include data on pull distance used to test each type of product and joint substrate. Compare these results to determine if adhesion passes sealant manufacturer's field- adhesion hand -pull test criteria. b. Whether sealants filled joint cavities and are free from voids. C. Whether sealant dimensions and configurations comply with specified requirements. 4. Record test results in a field adhesion test log. Include dates when sealants were installed, names of persons who installed sealants, test dates, test locations, whether joints were primed, adhesion results and percent elongations, sealant fill, sealant configuration, and sealant dimensions. _ 5. Repair sealants pulled from test area by applying new sealants following same procedures used to originally seal joints. Ensure that original sealant surfaces are clean and new sealant contacts original sealant. B. Evaluation of Field -Test Results: Sealants not evidencing adhesive failure from testing or noncompliance with other indicated requirements, will be considered satisfactory. Remove sealants that fail to adhere to joint substrates during testing or to comply with other requirements. Retest failed applications until test results prove sealants comply with indicated requirements. 3.5 CLEANING A. Clean off excess sealants or sealant smears adjacent to joints as the Work progresses by methods and with cleaning materials approved in writing by manufacturers of joint sealants and of products in which joints occur. 3.6 PROTECTION A. Protect joint sealants during and after curing period from contact with contaminating substances and from damage resulting from construction operations or other causes so sealants are without deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated joint sealants immediately so installations with repaired areas are indistinguishable from the original work. 3.7 ELASTOMERIC JOINT -SEALANT SCHEDULE A. Low -Modulus Nonacid -Curing Silicone Sealant: Where joint sealants of this type are indicated, provide products complying with the following: I. Products: Available products include the following: Products listed below are neutral curing except for "Spectrem 1" from Tremco, which is basic curing. a. 790; Dow Corning. Sealants The Jones Payne Group, Inc 07920-6 Key West International Airport Residential Noise Insulation Program - Phase I b. 864; Pecora Corporation. C. Spectrem 1; Tremco. 2. Type and Grade: S (single component) and NS (nonsag). 3. Class: 25. 4. Additional Movement Capability: 50 percent movement in extension and 50 percent movement in compression for a total of 100 percent movement. 5. Use Related to Exposure: NT (nontraffic). 6. Uses Related to Joint Substrates: M, G, A, and, as applicable to joint substrates indicated, O. a. Use O Joint Substrates: Coated glass, color anodic aluminum, aluminum coated with a high-performance coating, galvanized steel, brick, granite, limestone, marble, ceramic tile, and wood. 7. Stain -Test -Response Characteristics: Nonstaining to porous substrates per ASTM C 1248. 8. Applications: General building sealant. B. Single -Component Nonsag Urethane Sealant: Where joint sealants of this type are indicated, provide products complying with the following: I . Products: Available products include the following: a. Dynomic; Tremco. b. Dynatrol 1; Pecora Corporation. C. Sikaflex - la; Sika Corporation. 2. Type and Grade: S (single component) and NS (nonsag). 3. Class: 25. 4. Use Related to Exposure: NT (nontraffic). 5. Uses Related to Joint Substrates: M, A, and, as applicable to joint substrates indicated, O. a. Use O Joint Substrates: Coated glass, color anodic aluminum, aluminum coated with a high-performance coating, galvanized steel, brick, granite, limestone, marble, ceramic tile, and wood. 6. Applications: Sheet Metal, Prime Window, Storm Window, Window and Storm Door Sealant. 3.8 LATEX JOINT -SEALANT SCHEDULE A. Latex Sealant: Where joint sealants of this type are indicated, provide products complying with the following: Products: Available products include the following: a. LC 160 All Purpose Acrylic Caulk; Ohio Sealants, Inc. b. AC-20; Pecora Corporation. C. Tremflex 834; Tremco. 2. Applications: Interior Exposed Joint Sealant END OF SECTION 07920 Sealants The Jones Payne Group, Inc 07920-7 Key West International Airport Residential Noise Insulation Program - Phase 1 THIS PAGE INTENTIONALLY LEFT BLANK Sealants The Jones Payne Group, Inc 07920-8 08120 — Aluminum Doors and Frames — SD -SW Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation Key West International Airport Residential Noise Insulation Program - Phase I DIVISION 08 — DOORS AND WINDOWS SECTION 08120- ALUMINUM DOORS AND FRAMES PART I -GENERAL I.I RELATED DOCUMENTS A. Drawing and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: Heavy duty aluminum outswing French door: Type SD -SW B. Related Sections include the following: l . Division 6 Section "Rough Carpentry" 2. Division 6 Section "Finish Carpentry" 3. Division 7 Section "Building Insulation" 4. Division 8 Section "Weatherstripping " 1.3 REFERENCES A. AAMA - American Architectural Manufacturers Association 1. AAMA 103.3-93 "Procedural Guide for Aluminum and Vinyl Prime Windows and Glass Doors. Insulating Storm Products for Windows and Glass Doors and Thermal Performance of Winclo\�s and Glass Doors" 2. AAMA1302.5-76, paragraph3.1.ITestAthrough3.1.5TestB"Voluntary Specifications for Forced - Entry Resistant Aluminum Prime Windows" B. ANSI - American National Standards Institute 1. ANSI/AAMA 101-93 "Voluntary Specifications for Aluminum and Poly Vinyl Chloride PVC Prime Windows and Glass Doors" C. ASTM - American Society for Testing and Materials 1. ASTM E 283-91 "Standard Test Method for Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors" 3. ASTM E 330-90 "Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference" 4. ASTM E 331-86 "Standard Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference' 5. ASTM E 547-86 "Standard Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by Cyclic Static Air Pressure Differential" 6. ASTM F 588-85 "Standard Test Methods for Resistance of Window Assemblies to Forced Entry Excluding Glazing". D. SFBC - South Florida Building Code l . Dade County Protocol PA-201 "Impact Test" 2. Dade County Protocol PA-202 "Air, Water, Structural Test" 3. Dade County Protocol PA-203 "Cyclic Wind Load Test" Aluminum Door and Frame The Jones Payne Croup, Inc. 08120-1 Key West International Airport Residential Noise Insulation Program - Phase 1 1.4 SYSTEM DESCRIPTION A. Configuration: aluminum outswing French door, single door. B. Frame: 3" jamb depth, standard outswing threshold (0.489" high exterior, 1.489" high interior). C. Glazing: exterior glazed, with aluminum glazing bead. Provide impact resistant glass. D. Muntins: double applied colonial configuration (raised muntins) E. Performance Requirements I. When tested according to ANSI/AAMA 101 requirements, conforms to or exceeds an HG D-L.0 75 rating using 7/16" laminated glass and tested without sidelites. 2. Air Infiltration: 0.3 (ftA3)/min/ft maximum when tested per ASTM E 283 at a 1.57 psf static air pressure difference. 3. Water Resistance: no water leakage when tested per ASTM E 547 at a static air pressure differ- ence of 15% of the positive design pressure. 4. Uniform Load Structural: after testing per ASTM E 330 with a load equal to 150%, of the positive design pressure, the unit must be operable, with a maximum permanent deformation in any mem- ber of 0.4% of the member's length. 5. Meets City of Key West wind load requirements at 150mph at Exposure B 1.5 SUBMITTALS — A. Submit according to provisions of Division 1. B. Product Data: provide manufacturer's standard details, specifications and catalog information, recommendations, and installation instructions. C. Shop Drawings: include unit elevations, details of all aluminum door sections, typical anchorage and installation details, type of glazing and door finish, and interface with other products. D. Finish Samples: manufacturer's available colors. _ E. Unit Samples: Provide scaled -down size operating samples of each unit type, to demonstrate design and construction of the unit and hardware. 1.6 QUALITY ASSURANCE A. Manufacturer Qualifications: minimum five (5) years documented experience in the manufacture ol' -- aluminum doors as required for this project. B. Installer Qualifications: workmen properly trained and skilled in the installation and handling of aluminum doors as required for this project. 1.7 DELIVERY, STORAGE, AND HANDLING A. Store and handle doors and accessories in accordance with the manufacturer's insuructions. B. Protect the products from damage due to the elements, construction traffic, or other hazards, from the time of arrival through the completion of the project. 1.8 WARRANTY A. Manufacturer: Warrant material and workmanship on all products for a period of five (5) years. Aluminum Door and Frame The Jones Payne Group, Inc. 08120-2 Key West International Airport Residential Noise Insulation Program - Phase I PART 2-PRODUCTS 2.1 MANUFACTURERS A. PGT Industries, Inc. Heavy duty, Impact Resistant French door. B. Approved Equal. 2.2 MATERIALS A Main frame members: extruded from 6063-T5 alloy. B. Door slab members: extruded from 6063-T5 aluminum alloy,. C. Hardware: three 7" 6063-T5 aluminum alloy hinges per slab, 3-point lock assembly, handles at- tached, deadbolt. D. Weatherstripping: double weatherstripped with two compressed foam -filled Q-Ion vinyl bulbs on slab sides and bottom, and with two fin seals on slab top. E. Glazing attachment with silicone adhesive F. Muntins: extruded aluminum 6063-T5 alloy, tube construction. 2.3 FABRICATION A. Main frame and slab joints constructed with butt joint fit and assembled with Phillips pan head screws. B. All hardware factory installed. 2.5 FINISHES A. Finish: White - PC-518, high-speed rotary atomizer applied or electro-statically sprayed. 1.0 mil dry film thickness minirnum; Supplier Alurnax or equivalent. B. Finish: Bronze - PC-501, high-speed rotary atomizer applied or electro-statically sprayed. 1.0 mil dry film thickness minimum; Supplier Alurnax or equivalent. C. Finish: Gray, high-speed rotary atomizer applied or electro-statically sprayed, 1.0 mil dry film thickness minimum; Supplier Alurnax or equivalent. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that openings provide an acceptable anchoring surface, being clean, level plumb, and di- mensionally within the manufacturer's tolerance of clearance spacing. B. Correct unacceptable openings as required prior to installation. 3.2 INSTALLATION A. Install doors and accessories in accordance with approved shop drawings and manufacturer's rec- ommendations. B. Securely fasten frames and jambs and set units level, plumb, and square with respect to the sur- rounding structure, without twist or bow. C. Place insulation materials around shim spaces as required to ensure continuity of the thermal bar- rier of the structure. Aluminum Door and Frame The Jones Payne Group, Inc. 08120-3 Key West International Airport Residential Noise Insulation Program - Phase I D. Apply caulk all around between the aluminum frame and the structure, ensuring that a continuous airtight and watertight perimeter seal results. Leave exposed surfaces clean and free of caulk. 3.3 ADJUSTING AND CLEANING Y' A. Ensure that units freely operate in a normal fashion without scraping or excessive noise, and that door slabs make proper contact with weather-stripping perimeter seal. Adjust frame, door slab, or hardware as needed. B. Leave units thoroughly clean and free of dirt or other construction residue. END OF SECTION 08120 Aluminum Door and Frame The Jones Payne Group, Inc. 081 ?0-d 08128 — Sound Control Aluminum French Doors - EFRM Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation Key West International Airport Residential Noise Insulation Program — Phase 1 DIVISION 08 — DOORS AND WINDOWS SECTION 08128 — SOUND CONTROL FRENCH DOORS 1711114EK61: 21:1,7:14 1.01 WORK INCLUDED A. Paired extruded aluminum and glass doors and frames - EFRM B. Glass and glazing C. Finish Hardware D. Perimeter sealant 1.02 REFERENCES A. ASTM E90 - Airborne Sound Transmission Loss, 1/3 Octave Band Data. B. ASTM B221 - Aluminum -Alloy Extruded Bar, Rod, Wire, Shape, and Tube C. ASTM E283 - Rate of Air Leakage Through Exterior Sliding doors, Curtain Walls, and Doors D. ASTM E330 - Structural Performance of Exterior Sliding doors, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. E. ASTM E331 - Test Method for Water Penetration by Uniform Static Air Pressure Difference. F. ASTM E376 - Method of Measuring Coating Thickness. G. ASTM E413 - Classification for rating Sound Insulation. H. ASTM E1425 - Determining the Acoustical Performance of Exterior Sliding doors and Doors 1.03 RELATED SECTIONS A. Division 6 Rough and Finish Carpentry B. Division 10 Exterior Protection 1.04 SYSTEM DESCRIPTION A. Extruded Aluminum French Door with a stile and rail thickness of 1 3/4 inches (44 mm), a stile width of 5 1/2 inches, and true muntins with a profile of 1 7/8 inches (48 mm). All stiles, rails, and muntins shall be hollow tube type and profile dimensions shall include glazing stops. The system shall be a complete package fabricated by the door manufacturer as a pre -assembled door and frame with acoustic glazing and finish hardware installed at the factory. The entire door sys- tem (door, framing members, glass, and integral components) shall meet or exceed the value listed (STC 38) when tested as a complete system and measured in accordance to ASTM E90 and E413. The sound transmission loss shall meet the following allowable deviations: 1) Three non -continuous 1/3 octave band values may deviate below the specified values as much as three decibels, subject to the provision in 2: 2) The summation of deviation of decibels from the specified values must not exceed six decibels. B. Frames shall be block frame type with a 1 3/4 inches (44 mm) profile and 5 1/2 inches (141 mm) depth, and have provision for concealed anchors and fasteners. 1.04 PERFORMANCE A. All tests for validation of door and frame performance for compliance with these specifications shall be conducted by an independent testing laboratory. The door manufacturer shall provide the finish hardware as part of a complete package assuring compatibility with these performance re- quirements. The requirements listed in B and C apply only to offset, single -acting doors utilizing a weather-stripped door stop continuous around the frame. Sound Control French Doors The Jones Payne Group, Inc. 08128 - 1 Key West International Airport Residential Noise Insulation Program — Phase I B. Air infiltration at a test pressure of 1.56 psf (25 mph) shall not exceed 0.10 CFM/Ft. CL, as meas- ured in accordance with ASTM E283. C. No uncontrolled leakage shall occur during a test period of fifteen minutes when the door is sub- jected to a rate of flow of 5 gal/hr/sq. foot with a differential pressure across the door of 6.0 psf as measured in accordance with ASTM E331. 1.05 SUBMITTALS A. Shop drawings showing sections of typical members and details of accessories shall be submitted for approval prior to fabrication. B. Submit certified test reports made by an independent testing laboratory verifying that the specified air, water, and structural performance of doors of this type is met. Submit test reports from a NAVLAP accredited acoustic laboratory verifying that the specified sound transmission class rat- ing has been met. C. Submit two finish samples showing anodizing or showing color match in specified paint finish. 1.06 DELIVERY, STORAGE AND HANDLING A. Doors shall be stored off the ground in an upright position and shall be protected from weather and damage. Provide wrapping to protect pre -finished aluminum surfaces. Doors shall not be trans- ported flat, or in any way which might cause racking of the door panel 1.07 WARRANTY A. Provide a five (5) year manufacturer's warranty covering complete door system, except finish hardware, for failure to meet specified requirements. Warranty on finish shall be determined by W type of finish selected. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. System 3000A acoustic wide stile doors and System 5600 frames as manufactured by Window Tech- nologies, Inc., Temecula, CA (909) 296-3555. B. Approved equal. 2.02 MATERIALS A. Extruded Aluminum: 99.9% pure, 6063-T5 alloy and temper (ASTM B221 alloy, GS l0A-T5) or equivalent. B. All frame extrusions shall have a nominal metal thickness of 0.125 inch. Door rails and stiles shall have a nominal metal thickness of 0.110 inch. Sound Control French Doors The Jones Payne Group, Inc. 08128 - 2 Key West International Airport Residential Noise Insulation Program — Phase 1 2.03 FABRICATED COMPONENTS A. Door, frame, and hardware shall be designed and assembled so as to provide a continuous exterior water deterrent. B. Door lite glass shall be glazed with extruded snap -on glazing stops with a keyed slot for extruded glazing gasket. The design of the door shall facilitate removal of glass stops for reglazing. In the storefront framing, no exposed fasteners are allowed. C. Fabricated components shall be a complete package fabricated by the door manufacturer as a pre - assembled door and frame with acoustic glazing and finish hardware installed at the factory. 2.04 GLASS AND GLAZING MATERIALS A. Glass shall meet or exceed the requirements of ASTM C-1048 (CAN/CGSB 12.3). In glazing follow the recommendations of FGMA, AAMA, SIGMA, and IGMAC. Cushion the glass with setting blocks and support the glass with gaskets in such a way as to prevent point loads and un- even or excessive pressures. B. Glass shall be secured with extruded aluminum snap -on glazing stops and an extruded black glazing vinyl. 2.05 FABRICATION A. Corner joinery: All frames shall be mechanically staked and crimped to provide rigid, even, and tight joinery. Door corners shall be mechanically fastened with # 14 SS screws and solid shear blocks. Rigid, even and tight joinery shall be welded to prevent movement of the door joinery. B. Fabricate frames allowing for minimum clearances and spacing around perimeter to allow for ad- justment to plumb, level, true to line installation. C. Threshold system for exterior out -swing doors shall direct moisture drainage to the exterior; for interior or in -swing doors, flat thresholds may be provided so long as there are at least two seals. Exterior door thresholds shall have integral door stop with silicone bulb seal making continuous contact across bottom of door leaf, and door shall have an automatically adjusting drop -down acoustic seal on the opposing side of the door leaf. D. Weather-stripping along the frame stops shall be silicone bulb seals, continuous around the pe- rimeter of the door. Lock stiles shall have two weather-strips of either silicone bulb seals or a seamless elastomeric or embossed non -vinyl skin over a closed cell foam and shall be keyed into extruded slots. E. The door frame and all door rails and stiles shall be filled with MinLead composite, which shall be secured and sealed with expanding foam. F. Provide weather -sealed and overlapping astragal at paired doors. 2.06 FINISHES A. Bronze, black, or clear anodized finishes shall be applied in accordance with Aluminum Associa- tion designations: Class 1 AA-M 12C22A44 0.7 mils or greater integral color for bronze or black; Class 1 AA-M I2C22A41 for clear. The color of bronze anodized aluminum shall be within the approved light and dark range of industry standards when viewed in natural light. Sound Control French Doors The Jones Payne Group, Inc. 08128 - 3 Key West International Airport Residential Noise Insulation Program - Phase 1 B. Where indicated as White in Drawings, provide Fluoropolymer coating conforming to the re- quirements of AAMA 605.2. Siliconized Acrylic/Polyester paint or architectural grade powder coat finishes shall conform to the requirements of AAMA 603.8. PART 3 EXECUTION 3.01 INSPECTION A. Assure that all frame openings conform to all dimensions and tolerances shown on architectural - plans and door manufacturer's approved shop drawings. Check that surfaces in contact with doors are free of debris and that wall openings and adjoining air and vapor seal materials are ready to re- ceive work of this section. — B. Installation shall not proceed until unsatisfactory conditions are corrected; beginning of installa- tion means acceptance of existing conditions. 3.02 INSTALLATION A. Comply with manufacturer's instructions and approved shop drawings. B. Units shall be set plumb, level and true to line without warp or rack of frames. Frames shall be anchored solidly to surrounding construction, adjusting as required to prevent distortion or mis- alignment. C. Frames shall be sealed to surrounding construction in accordance with manufacturer's shop draw- ings, with a sealant appropriate to the aluminum finish and the surrounding construction. D. Prior to installation the installer shall apply a protective layer to the aluminum where necessary to isolate it from incompatible materials. 3.03 CLEANING A. Aluminum surfaces may be washed in a solution of mild detergent and warm water using soft cloths. Excess sealants may be removed by a moderate use of mineral spirits. Use of solvents shall not be allowed. END OF SECTION 08128 Sound Control French Doors The Jones Payne Group, Inc. 08128 - 4 08163 — Sound Control Sliding Glass Doors - EGLM Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation Key West International Airport Residential Noise Insulation Program — Phase 1 DIVISION 08 — DOORS AND WINDOWS SECTION 08163 — SOUND CONTROL SLIDING GLASS DOORS PART 1 GENERAL 1.01 WORK INCLUDED A. Extruded aluminum sliding doors - EGLM B. Glass and glazing C. Perimeter sealant 1.02 REFERENCES A. ASTM E90 - Airborne Sound Transmission Loss, 1/3 Octave Band Data. B. ASTM B221 - Aluminum -Alloy Extruded Bar, Rod, Wire, Shape, and Tube C. ASTM E283 - Rate of Air Leakage Through Exterior Sliding doors, Curtain Walls, and Doors D. ASTM E330 - Structural Performance of Exterior Sliding doors, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. E. ASTM E331 - Test Method for Water Penetration by Uniform Static Air Pressure Difference. F. ASTM E376 - Method of Measuring Coating Thickness. G. ASTM E413 - Classification for rating Sound Insulation. H. ASTM E1425 - Determining the Acoustical Performance of Exterior Sliding doors and Doors 1.03 SYSTEM DESCRIPTION A. Sliding doors shall be block frame type, and sliding and fixed panels must be factory glazed. 1.04 PERFORMANCE A. All tests for validation of sliding door performance for compliance with these specifications shall be conducted by an independent NVLAP certified testing laboratory. B. All sliding doors must meet or exceed the minimum requirements of performance class C-35 for the design load specified in accordance with ANSI/AAMA 101 and the requirements for STC 38 when tested per ASTM E90 and evaluated by E413. C. Air infiltration at a test pressure of 6.24 psf (50 mph) shall not exceed 0.37 cfm per sq. foot as measured in accordance with ASTM E283. D. No uncontrolled leakage shall occur during a test period of fifteen minutes when the sliding door is subjected to a rate of flow of 5 gal/hr/sq. foot with a differential pressure across the sliding door of 6.24 psf as measured in accordance with ASTM E331. E. At a test pressure of 40 psf and -40 psf for ten seconds each, there shall be no permanent deforma- tion of the aluminum members and there shall be no damage to fasteners, measured in accordance with ASTM E330. Limit mullion deflection to 1/175 or 3/4" or flexure limit of glass with full re- covery of glazing materials, whichever is less. F. The entire sliding door assembly (framing members, glass, and integral components) shall meet or exceed the value listed (STC 38) when measured in accordance to ASTM E90 and E413. The sound transmission loss shall meet the following allowable deviations: 1) Three non -continuous 1/3 octave band values may deviate below the specified values as much as three decibels, subject to the provision in 2: Sound Control Sliding Doors The Jones Payne Group, Inc. 08163 - 1 Key West International Airport Residential Noise Insulation Program — Phase 1 2) The summation of deviation of decibels from the specified values must not exceed six decibels. 1.05 SUBMITTALS A. Shop drawings showing sections of typical members and details of accessories shall be submitted for approval prior to fabrication. B. Submit certified test reports made by an independent testing laboratory verifying that the specified acoustical performance of sliding doors of this type is met. C. Submit two finish samples showing anodizing or showing color match in specified paint finish. 1.06 DELIVERY, STORAGE AND HANDLING A. Sliding doors shall be stored off the ground in an upright position and shall be protected from weather and damage. Provide wrapping to protect pre -finished aluminum surfaces. Sliding doors _ shall not be transported flat, or in any way which might cause racking of the frame. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Series 9100 as manufactured by Window Technologies, Inc., Temecula, CA (909) 296-3555. ^ B. Approved equal. 2.02 MATERIALS A. Extruded Aluminum: 99.9% pure, 6063-T5 alloy and temper (ASTM B221 alloy, GS l0A-T5) or equivalent. B. All frame and sash extrusions shall have a nominal metal thickness of 0.078 inch, except interlockers, which shall have a nominal metal thickness of 0.125 inch in the extrusion sections which contribute to structural properties of the interlockers. 2.03 FABRICATED COMPONENTS A. Sliding door components shall be designed and assembled so as to provide pressure equalization and a continuous exterior water deterrent. B. Glass shall be glazed in glazing channels with extruded wrap -around gasket. The design of the sliding door shall facilitate removal of sash panels for reglazing. 2.04 GLASS AND GLAZING MATERIALS A. Units shall be glazed utilizing laminates and an air space as required for the specified sound transmission loss in decibels. B. The acoustical performance and rating of the glass and glazing shall be as a complete glazing sys- tem installed in the aluminum frame with the weather-stripping and seals of that system. Acoustic test report data for the glass alone shall not be acceptable. Sound Control Sliding Doors The Jones Payne Group, Inc. 08163 - 2 ,., Key West International Airport Residential Noise Insulation Program — Phase I 2.05 FABRICATION A. Corner joinery: All frames shall be mechanically fastened with two (2) cadmium plated, zinc - plated or stainless steel #14 screws and provide rigid, even, and tight joinery. Sash shall be remov- able for replacement of glazing materials. Corners shall be sealed with elastomeric sealant. B. Fabricate frames allowing for minimum clearances and spacing around perimeter to allow for ad- justment to plumb, level, true to line installation. C. Weep holes shall direct moisture drainage to the exterior D. Factory -glaze sliding doors with manufacturers glazing seals, seal all gaps. Job site glazing shall not be allowed. E. Sliding doors shall incorporate adjustable tandem stainless steel rollers with stainless steel ball bearings for smooth horizontal operation. Rollers shall roll on a stainless steel track. F. Weather-stripping shall be seamless elastomeric or embossed non -vinyl skin over a closed cell foam and shall be keyed into extruded slots. 2.06 FINISHES A. Bronze, black, or clear anodized finishes shall be applied in accordance with Aluminum Associa- tion designations: Class 1 AA-M 12C22A44 0.7 mils or greater integral color for bronze or black; Class 1 AA-M 12C22A41 for clear. The color of all anodized aluminum except clear shall be within the approved light and dark range of industry standards when viewed in natural light. B. Where indicated as White in Drawings, provide Fluoropolymer coating conforming to the re- quirements of AAMA 605.2. Siliconized Acrylic/Polyester paint or architectural grade powder coat finishes shall conform to the requirements of AAMA 603.8. PART 3 EXECUTION 3.01 INSPECTION A. Assure that all sliding door openings conform to all dimensions and tolerances shown on archi- tectural plans and sliding door manufacturer's approved shop drawings. Check that surfaces in contact with sliding doors are free of debris and that wall openings and adjoining air and vapor seal materials are ready to receive work of this section. B. Installation shall not proceed until unsatisfactory conditions are corrected; beginning of installa- tion means acceptance of existing conditions. 3.02 INSTALLATION A. Comply with manufacturer's instructions and approved shop drawings. B. Units shall be set plumb, level and true to line without warp or rack of frames. Frames shall be anchored solidly to surrounding construction, adjusting as required to prevent distortion or mis- alignment. Sound Control Sliding Doors The Jones Payne Group, Inc. 08163 - 3 Key West International Airport Residential Noise Insulation Program — Phase I C. Frames shall be sealed to surrounding construction in accordance with manufacturers shop draw- ings, with a sealant appropriate to the aluminum finish and the surrounding construction. D. Prior to installation the installer shall apply a protective layer to the aluminum where necessary to isolate it from incompatible materials. 3.03 CLEANING A. Aluminum surfaces may be washed in a solution of mild detergent and warm water using soft cloths. Excess sealants may be removed by a moderate use of mineral spirits. Use of solvents shall not be allowed. END OF SECTION 08128 Sound Control Sliding Doors The Jones Payne Group, Inc. 08163 - 4 08211 - Flush Wood Doors - ESC, ISC Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation Key West International Airport Residential Noise Insulation Program - Phase 1 DIVISION 08 — DOORS AND WINDOWS SECTION 08211 - FLUSH WOOD DOORS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: l . Solid -core doors with wood -veneer, faces. Type ISC 2. Solid -core doors with wood -veneer, faces. Type ESC, for protected applications. B. Related Sections include the following: 1. Division 6 Section "Finish Carpentry" 2. Division 8 Section "Hardware" 3. Division 8 Section "Weatherstripping" for door weatherstripping and seals. 4. Division 9 Section "Painting" for door finish requirements. 1.3 SUBMITTALS A. Product Data: For each type of door. Include details of core and edge construction and trim for openings. B. Shop Drawings: Indicate location, size, and hand of each door; elevation of each kind of door; construction details not covered in Product Data; location and extent of hardware blocking; and other pertinent data. 1. Indicate dimensions and locations of mortises and holes for hardware. 2. Indicate dimensions and locations of cutouts. 3. Indicate requirements for veneer matching. 1.4 QUALITY ASSURANCE A. Source Limitations: Obtain flush wood doors through one source from a single manufacturer. B. Quality Standard: Comply with WIC's "Manual of Millwork." l . Provide WIC -Certified Compliance Certificate indicating that doors comply with requirements of grades specified. 2. Provide WIC -Certified Compliance Certificate for installation. 1.5 DELIVERY, STORAGE, AND HANDLING A. Comply with requirements of referenced standard and manufacturer's written instructions. Flush Wood Doors The Jones Payne Group 08211-1 Key West International Airport Residential Noise Insulation Program - Phase 1 _ B. Package doors individually in plastic bags or cardboard and wrap bundles of doors in plastic sheeting. C. Mark each door on top and bottom rail with opening number used on Shop Drawings. 1.6 PROJECT CONDITIONS A. Environmental Limitations: Do not deliver or install doors until building is enclosed, wet work is complete, and HVAC system is operating and will maintain temperature and relative humidity at occupancy levels during the remainder of the construction period. 1.7 WARRANTY — A. Special Warranty: Manufacturer's standard form, signed by manufacturer, Installer, and Contractor, in which manufacturer agrees to repair or replace doors that are defective in materials or workmanship, have warped (bow, cup, or twist) more than 1/4 inch (6.4 mm) in a 42-by-84-inch section, or show telegraphing of core construction in face veneers exceeding 0.01 inch in a 3-inch span. 1. Warranty shall also include installation and finishing that may be required due to repair or _ replacement of defective doors. 2. Warranty shall be in effect during the following period of time from date of Substantial Completion: a. Solid -Core Doors: Life of installation. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Flush Wood Doors: a. Algoma Hardwoods Inc. b. Eggers Industries; Architectural Door Division. C. Weyerhaeuser Company. 2.2 DOOR CONSTRUCTION, GENERAL A. Doors for Transparent Finish: 1. Grade: Premium, with Grade AA faces. 2. Species and Cut: White oak, rift cut. 3. Match between Veneer Leaves: Slip match. 4. Assembly of Veneer Leaves on Door Faces: Balance match. 5. Pair and Set Match: Provide for doors hung in same opening or separated only by mullions. 6. Room Match: Provide door faces of compatible color and grain within each separate room or area of building. 7. Stiles: Same species as faces or a compatible species. Flush Wood Doors The Jones Payne Group 08211-2 Key West International Airport Residential Noise Insulation Program - Phase 1 B. Doors for Opaque Finish: 1. Grade: Premium. 2. Faces for Interior Doors: Any closed -grain hardwood of mill option. 2.3 SOLID -CORE DOORS A. Interior Veneer -Faced Doors: (ISC) 1. Core: Glued block. 2. Construction: Five or seven plies with stiles and rails bonded to core, then entire unit abrasive planed before veneering. 3. Thickness: 1 3/8" B. Interior Veneer -Faced Doors: (ESC) 1. Core: Glued block. 2. Construction: Five or seven plies with stiles and rails bonded to core, then entire unit abrasive planed before veneering. 3. Thickness: 11/4" 2.4 PRIME DOOR FRAME: Pre -hung Door Frame. A. Frame: Clear White or Ponderosa Pine jambs, head and custom casings to match existing. Frames and casings shall be of solid wood construction Frame shall be water-repellent preservative treated, in accor- dance with the National Wood Window and Door Association: NWWDA I.S.4-94 for Water -Repellent Preservative Non -Pressure Treatment for Millwork.. B. Jamb sizes: 4 9/16", 5 3/16", 6 9/16" or as required for existing wall thickness. C. Threshold: Provide Metal Thresholds to be used at doors where the threshold is in full contact with a concrete sill and per Architects approval. Pemko or equal with no more than ''/z" rise. D. Finish: Treated bare wood. Additional finish as specified in Section 9B. E. Weatherstripping: Provide Weatherstripping as specified in Section 8E. F. Acceptable Manufacturers: Same as door manufacturer or custom fabricated. FABRICATION A. Fabricate doors in sizes indicated for Project -site fitting. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine doors and installed door frames before hanging doors. Flush Wood Doors The Jones Payne Group 08211-3 Key West International Airport Residential Noise Insulation Program - Phase 1 1. Verify that frames comply with indicated requirements for type, size, location, and swing characteristics and have been installed with level heads and plumb jambs. 2. Reject doors with defects. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Hardware: For installation, see Division 8 Section "Door Hardware." — B. Weatherstripping: For installation, see Division 8 Section "Weatherstripping." C. Manufacturer's Written Instructions: Install doors to comply with manufacturer's written instructions, referenced quality standard, and as indicated. D. Job -Fitted Doors: Align and fit doors in frames with uniform clearances and bevels as indicated below; do not trim stiles and rails in excess of limits set by manufacturer or permitted for fire -rated doors. Machine doors for hardware. Seal cut surfaces after fitting and machining. 1. Clearances: Provide 1/8 inch (3.2 mm) at heads, jambs, and between pairs of doors. Provide 1/8 inch (3.2 mm) from bottom of door to top of decorative floor finish or covering. Where threshold is shown or scheduled, provide 1/4 inch (6.4 mm) from bottom of door to top of threshold. 2. Bevel non -fire -rated doors 1/8 inch in 2 inches (3-1/2 degrees) at lock and hinge edges. — E. Field -Finished Doors: Refer to the following for finishing requirements: l . Division 9 Section "Painting." 3.3 ADJUSTING — A. Operation: Rehang or replace doors that do not swing or operate freely. B. Finished Doors: Replace doors that are damaged or do not comply with requirements. Doors may be repaired or refinished if work complies with requirements and shows no evidence of repair or refinishing. END OF SECTION 08211 Flush Wood Doors The Jones Payne Group 08211-4 08212 — Stile and Rail Doors - EPW Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation Key West International Airport Residential Noise Insulation Program - Phase 1 DIVISION 08 — DOORS AND WINDOW SECTION 08212 - STILE AND RAIL WOOD DOORS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Exterior stile and rail wood doors with raised panels. Type EPW B. Related Sections include the following: 1. Division 1 Section "Cutting and Patching" 2. Division 6 Section "Rough Carpentry" 3. Division 6 Section "Finish Carpentry 4. Division 7 Section "Joint Sealants" 5. Division 7 Section "Self -Adhering Waterproofing" 6. Division 7 Section "Siding" 7. Division 8 Section "Hardware" 8. Division 8 Section "Weatherstripping" 9. Division 9 Section "Painting" 10. Division 9 Section "Exterior Stains" 1.3 SUBMITTALS A. Product Data: For each type of door. Include details of construction and glazing. B. Shop Drawings: Indicate location, size, and hand of each door; elevation of each kind of door; construction details not covered in Product Data, including those for stiles, rails, panels, and moldings (sticking); and other pertinent data. C. Product Certificates: Signed by door manufacturers certifying that the products furnished comply with requirements. 1.4 QUALITY ASSURANCE A. Source Limitations: Obtain stile and rail wood doors through one source from a single manufacturer. B. Quality Standard: Comply with the following standard: 1. WIC Quality Standard: WIC's "Manual of Millwork" for grade of door, construction, finish, and other requirements. Stile and Rail Wood Doors The Jones Payne Group 08212-1 Key West International Airport Residential Noise Insulation Program - Phase 1 a. Provide WIC Certified Compliance Certificate indicating that doors meet requirements of grades specified. b. Provide WIC Certified Compliance Certificate for Installation. C. Safety Glass: Provide products complying with ANSI Z97.1 and testing requirements of 16 CFR, Part 1201, for Category 11 materials, unless those of Category I are expressly indicated and permitted. 1.5 DELIVERY, STORAGE, AND HANDLING A. Protect doors during transit, storage, and handling to prevent damage, soiling, and deterioration. Comply with requirements of referenced standard and manufacturer's written instructions. I . Individually package doors in plastic bags or cardboard cartons. 2. Individually package doors in cardboard cartons and wrap bundles of doors in plastic sheeting. 3. Comply with WIC's Technical Bulletin 420-R for delivery, storage, and handling of doors. 1.6 WARRANTY A. Special Warranty: Manufacturer's standard form, signed by manufacturer, Installer, and Contractor, in which manufacturer agrees to repair or replace doors that are defective in materials or workmanship, have warped (bow, cup, or twist) more than 1/4 inch (6.4 mm) in a 42-by-84-inch section. 1. Warranty shall also include installation and finishing that may be required due to repair or replacement of defective doors. 2. Warranty shall be in effect during the following period of time from date of Substantial ry Completion: a. Type EPW — Five Years 1.7 PROJECT CONDITIONS A. Environmental Limitations: Do not deliver or install doors until conditions for temperature and relative humidity have been stabilized and will be maintained in storage and installation areas during the remainder of the construction period to comply with requirements of the referenced quality standard for Project's geographical location. _ PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Stile and Rail Doors of Special Design and Construction: a. Jeld-Wen Inc.. b. Maiman Company (The). C. Woodtech Trading Company. Stile and Rail Wood Doors The Jones Payne Group 08212-2 Key West International Airport Residential Noise Insulation Program - Phase I 2.2 STILE AND RAIL DOORS OF SPECIAL DESIGN AND CONSTRUCTION A. Construction, General: Comply with the following requirements: 1. Grade of Doors for Transparent Finish: Premium. 2. Grade of Doors for Opaque Finish: Custom. 3. Wood Species and Cut for Transparent Finish: Douglas fir or western hemlock, quarter sawed/sliced (vertical grain). 4. Stile and Rail Construction for Transparent Finish: Clear lumber; may be edge glued for width. Select stock for similarity of grain and color, and arrange for optimum match between adjacent pieces. 5. Stile and Rail Construction for Opaque Finish: Clear softwood; may be edge glued for width or finger jointed. 6. Raised Panel Construction for Transparent Finish: Clear lumber, edge glued for width. Select stock for similarity of grain and color, and arrange for optimum match between adjacent pieces. 7. Raised Panel Construction for Opaque Finish: Clear softwood lumber, edge glued for width. B. Exterior Doors: Type EPW - Comply with the following requirements: Stile and Rail Widths: Manufacturer's standard, but not less than the following: a. Stiles, Top and Intermediate Rails: 5-3/8 inches (137 mm). b. Bottom Rails: 9 inches (229 mm). C. Top Rail: 4 1/2" d. Lockrail: 71/2" e. Sticking: 7/16" ovolo. f. Thickness: 13/4" g. Lock Bore to be 2 3/4" backset for l 1/4" door. 2. Molding Profile: Manufacturer's standard. 3. Raised Panel Thickness: Manufacturer's standard, but not less than 1-1/8 inches (29 mm). 4. Panel Design: As indicated. 5. Glass for Openings: Uncoated, insulating -glass units made from two lites of 3.0-mm-thick, clear, fully tempered glass with 1/4-inch (6.4-mm) airspace. Glazing to be set with fully removable wood stops. 2.3 EXTERIOR PRIME DOOR FRAME: Pre -hung Door Frame. A. Frame: Douglas fir or western hemlock jambs, head and custom casings to match existing. Frames and cas- ings shall be of solid wood construction. Frame shall be water-repellent preservative treated, in accordance with the National Wood Window and Door Association: NWWDA I.S.4-94 for Water -Repellent Preservative Non -Pressure Treatment for Millwork.. B. Jamb sizes: 4 9/16", 5 3/16", 6 9/16" or as required for existing wall thickness. C. Threshold: Metal Thresholds may be used where the threshold is in full contact with a concrete sill and per Architects approval. D. Finish: Treated bare wood. Additional finish as specified in Section 9B. E. Weatherstripping: Provide Weatherstripping as specified in Section 8E, or manufacturer's standard. F. Acceptable Manufacturers: Same as door manufacturer or custom fabricated. Stile and Rail Wood Doors The Jones Payne Group 08212-3 Key West International Airport Residential Noise Insulation Program - Phase 1 2.3 FABRICATION A. Fabricate stile and rail wood doors in sizes indicated for Project site fitting. B. Factory machine doors for hardware that is not surface applied. Locate hardware to comply with DHI- WDHS-3. Comply with final hardware schedules, door frame Shop Drawings, DHI A115-W series standards, and hardware templates. 1. Coordinate measurements of hardware mortises in metal frames to verify dimensions and alignment before factory machining. C. Glazed Openings: Glaze doors at factory with glass of type and thickness indicated, complying with Division 8 Section "Glazing." Install glass using manufacturer's standard elastomeric glazing sealant complying with ASTM C 920. Secure glass in place with removable wood stops. D. Transom and Side Panels: Fabricate panels to match adjoining doors in materials, finish, and quality of construction. E. Exterior Doors: Factory treat exterior doors after fabrication with water repellent to comply with NWWDA I.S.4. ^ PART 3 - EXECUTION 3.1 EXAMINATION A. Examine installed door frames before hanging doors. 1. Verify that frames comply with indicated requirements for type, size, location, and swing characteristics and have been installed with plumb jambs and level heads. 2. Reject doors with defects. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Hardware: For installation, see Division 8 Section "Door Hardware." B. Weatherstripping: For installation, see Division 8 Section "Weatherstripping." C. Manufacturer's Written Instructions: Install wood doors to comply with manufacturer's written instructions, referenced quality standard, and as indicated. D. Job -Fit Doors: Align and fit doors in frames with uniform clearances and bevels as indicated below; do not trim stiles and rails in excess of limits set by manufacturer or permitted with fire -rated doors. Machine doors for hardware. Seal cut surfaces after fitting and machining. 1. Clearances: Provide 1/8 inch (3.2 mm) at heads, jambs, and between pairs of doors. Provide 1/8 inch (3.2 mm) from bottom of door to top of decorative floor finish or covering. Where threshold is shown or scheduled, provide 1/4 inch (6.4 mm) from bottom of door to top of threshold. 2. Bevel non -fire -rated doors 1/8 inch in 2 inches (3-1/2 degrees) at lock and hinge edges. Stile and Rail Wood Doors The Jones Payne Group 08212-4 Key West International Airport Residential Noise Insulation Program - Phase 1 E. Field -Finished Doors: Refer to the following for finishing requirements: I. Division 9 Section "Painting." 2. Division 9 Section "Exterior Wood Stains." 3.3 ADJUSTING AND PROTECTING A. Operation: Rehang or replace doors that do not swing or operate freely. B. Finished Doors: Refinish or replace doors damaged during installation. C. Protect doors as recommended by door manufacturer to ensure that wood doors are without damage or deterioration at the time of Substantial Completion. END OF SECTION 08212 Stile and Rail Wood Doors The Jones Payne Group 08212-5 Key West International Airport Residential Noise Insulation Program - Phase I THIS PAGE INTENTIONALLY LEFT BLANK Stile and Rail Wood Doors The Jones Payne Group 08212-6 08311 — Access Doors and Frames - AAP Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation Key West International Airport Residential Noise Insulation Program - Phase 1 DIVISION 08 — DOORS AND WINDOWS SECTION 08311 - ACCESS DOOR AND FRAME PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawing and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Sound Insulated Attic Hatch: Type AAP B. Related Sections include the following: 1. Division 6 Section "Rough Carpentry" 2. Division 6 Section "Finish Carpentry" 3. Division 7 Section "Building Insulation" 4. Division 8 Section "Weatherstripping " 5. Division 9 Section "Painting" 1.3 SUBMITTALS A. Product Data: For door and frame indicated. Include construction details relative to materials, individual components and profiles, finishes, and fire ratings (if required) for access door and frame. B. Shop Drawings: Show fabrication and installation details of customized doors and frames. Include plans, elevations, sections, details, and attachments to other Work. C. Samples: For each face material, at least 3 by 5 inches (75 by 125 mm) in size, in specified finish. 1.4 COORDINATION A. Verification: Determine specific locations and sizes for access doors needed to gain access to concealed equipment, and indicate on schedule specified in "Submittals" Article. PART 2-PRODUCTS 2.1 MATERIALS A. Plywood Interior Premium Grade for Transparent Finish that complies with WIC Section 11 Natural Birch Veneer. B. Sound Deadening Board Drywall Beads: Wood fiber composition; density 26-28 lbs. Per cubic foot, Noise Reduction Coefficient .20, moisture resistant. Access Door and Frame The Jones Payne Group, Inc. 08311-1 Key West International Airport Residential Noise Insulation Program - Phase 1 C. Framing and casing material clear solid pine 2.2 PAINT A. Shop Primers: Provide primers that comply with Division 9 Section "Painting." 2.3 ACCESS DOOR AND FRAME A. SOUND INSULATED ATTIC HATCH; TYPE AAP Custom Fabricated from wood. 1. Locations: ceiling surfaces. 2. Frame: Frame and associated trim surround shall be constructed of clear solid pine stock. Frame and casing shall have mitered corners at all exposed locations, neatly joined and secured. All fasteners shall be countersunk. Nail and screw holes shall be plugged and sanded smooth. 3. Hatch Door Panel: Panel shall be attached as indicated in the Drawings. Panel shall consist of one layer of sound deadening board (as specified in Section 07221 between two layers of Natural Birch veneer plywood. Panel layers shall be glued and screw fastened together from unexposed face of panel. 4. Weatherstripping: Provide weatherstripping as specified in Section 08724. 5. Hardware: a. Hinge: Continuous steel piano hinge, finish as selected by Architect. b. Latch: Minimum of two-(2) chrome plated solid brass anti -rattle fasteners. Acceptable - Manufacturers: Seadog Corporation, Everett, WA (206) 259-0194; Model #222110, or approved equal. C. Pulls: Two (2) solid brass door pulls, finish as selected by Architect. Acceptable Manufacturers: Ives, Model #8112-5 or approved equal. 6. Finish: Provide one coat of primer or stain as directed by Architect and as specified in Section 09900 "Painting". 7. Acceptable Manufacturers: Custom fabricated. Shop Drawings required. - 2.4 FABRICATION A. General: Provide access door assemblies manufactured as integral units ready for installation. B. Custom Fabricated: Fabrication shall comply with requirements specified in Division 6 "Finish Carpentry 2.5 FINISHES, GENERAL A. Provide one coat of primer and two coats of finish or stain as directed and as specified in Division 9, Section "Painting". PART 3 - EXECUTION 3.1 PREPARATION A. Advise installers of other work about specific requirements relating to access door and wall door installation, including sizes of openings to receive access door and frame, as well as locations of supports, inserts, and anchoring devices. Access Door and Frame The Jones Payne Group, Inc. 08311-2 Key West International Airport Residential Noise Insulation Program - Phase I 3.2 INSTALLATION A. Shall comply with the requirements specified in Division 6, Sections on "Rough and Finish Carpentry" and as indicated in the Drawings B. Install access doors with trimless frames flush with adjacent finish surfaces or recessed to receive finish material. C. Install new wood frame within existing opening. Modify existing opening as required and as per approval of Architect. Frame shall be securely attached to existing structure. D. Install continuous neoprene flexible bulb weatherstripping around all four edges of new wood frame. There shall be no wood to wood contact between operable panel and new wood frame, finish floor, or threshold. E. Install and adjust hardware in compliance with manufacturer's instructions and recommendations to al- low for smooth operation and tight seal upon closure. Adjust and reinforce attachment substrate as re- quired for proper installation and operation. F. Fitting clearances:►/8" at all sides of attic access hatch. 3.3 ADJUSTING AND CLEANING A. Adjust hatches and hardware after installation for proper operation. B. Remove and replace hatches and frames that are warped, bowed, or otherwise damaged. END OF SECTION 08311 Access Door and Frame The Jones Payne Group, Inc. 08311-3 Key West International Airport Residential Noise Insulation Program - Phase 1 PAGE INTENTIONALLY LEFT BLANK Access Door and Frame The Jones Payne Group, Inc. 08311-4 08345 — Sound Retardant Steel Door and Frame Assemblies — EPOS, EPM Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation _ Key West International Airport Residential Noise Insulation Program - Phase 1 DIVISION 08 — DOORS AND WINDOW SECTION 08345 — SOUND RETARDANT STEEL DOOR AND FRAME ASSEMBLIES— EPOS, EPM TO BE PROVIDED BY ADDENDUM Sound Retardant Steel Door The Jones Payne Group 08345-1 and Frame Assemblies Key West International Airport Residential Noise Insulation Program - Phase 1 THIS PAGE INTENTIONALLY LEFT BLANK Sound Retardant Steel Door The Jones Payne Group 08345-2 and Frame Assemblies 08520 —Aluminum Windows Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation Key West International Airport Residential Noise Insulation Program — Phase 1 DIVISION 8 — DOORS AND WINDOWS SECTION 08520 - ALUMINUM WINDOWS PART I GENERAL 1.1 SECTION INCLUDES A. Acoustical Aluminum double hung windows. B. Acoustical Aluminum horizontal rolling windows. C. AcousticaAluminurn fixed windows. 1.2 REFERENCES A. AAMA/NWWDA 101/1.S.2 - Voluntary Specifications for Aluminum, Vinyl (PVC), and Wood Windows and Glass Doors. B. AAMA 605.2 - Voluntary Specification for High Performance Organic coatings on Architectural Aluminum Extrusions and Panels. C. AAMA 1503.1 - Voluntary Test Method for Thermal Transmittance and Condensation Resistance of Windows, Doors, and Glazed Wall Sections. D. ASTM E 283 - Standard Test Method for Determining the Rate of Air Leaka.,e "I'hrou`,h I.Xterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen E. ASTM E 330 - Standard Test Method for Structural Performance of Exterior Windo\+s, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. F. ASTM E 547 - Standard Test Method for Water Penetration of Exterior Windows. Curtain Walls. and Doors by Cyclic Static Air Pressure Differential. G. ASTM F 588 - Standard Test Methods for Measuring the Forced Entry Resistance of Windo\\ Assemblies, Excluding Glazing Impact. H. Florida Building Code 2000 I. Key West Municipal Ordinance Wind Loads: Windows and Glazing shall meet Key West published wind loads as modified by the Florida Building Code Exposure B 1.3 SYSTEM DESCRIPTION A. Design Requirements: 1. Double hung units; thermally broken aluminum dual sash units conforming to. or exceecing, H-HC 90 per AAMA/NWWDA 101/I.S.2. 2. Horizontal rolling units; thermally broken aluminum dual sash units conforming to, or exceeding, DW-HC60 per AAMA/NWWDA 101/I.S.2. Aluminum Windows The Jones Po.vne Group. /nc. 085 tt - I Key West International Airport Residential Noise Insulation Program - Phase I 3. Fixed units; thermally broken aluminum fixed sash units conformin�" to, ur exceeding. I -I lcw) per AAMA/NWWDA 101/I.S.2. B. Performance Requirements (Operable Units): 1. Air Infiltration: Test window in accordance with ASTM E 283, primary sash closed and locked, secondary sash full open position; meet the following performance requirements: a. Windows with Less than 18 Feet (5.486 m) of Operable Crack Perimeter: Not more than 2.8 cubic feet per minute (1.32 L/second) total when tested in a static pressure drop of 1.57 pounds per square foot (7.66 k-/square m). equivalent to 25 miles per hour (40.2 km/hour) wind velocity, or 6.3 cubic feet per minute (2.97 L/second) total when tested at 6.24 pounds per square foot (30.47 kg/square m), equivalent to 50 miles per hour (80.5 km/hour) wind velocity. b. Windows with 18 Feet (5.486 m) or More of Operable Crack Perimeter: Not more than - 1.0 cubic feet per minute (0.47 L/second) per square foot of window area at a static pressure drop of 1.57 pounds per square foot (7.66 k-/square m), or 0.20 cubic feet per minute (0.09 L/second) total when tested at 6.24 pounds per square foot (30.47 kg/square m). 2. Water Resistance: Test window in accordance with ASTM E 547, in the winter and summer mode with screen removed, as follows: a. Primary sash closed and locked, secondary sash full open position: subject windo\\ to -- pressure drop of 8.00 pounds per square foot (39.1 kg/square ill). b. Both sets of sash closed and latched; subject window to minimum pressure drop of 12.00 pounds per square foot (58.6 k(y/square m). 3. Uniform Load Structure Test: Test window in accordance with ASTM E 330. primal ,a;h closed, secondary sash full open position. a. Double Hung Units: Static air pressure difference of 60.0 pounds per square toot (292.9 kg/square m), high pressure applied first on one side of unit and then on the other side. b. Horizontal Rolling Units: Static air pressure difference of 90.0 pounds per square loot (439.4 kg/square m), high pressure applied first on one side of unit and then on the _ other side. C. Static air pressure difference of 1.5 times design wind class used in AAMA, N\ U DA 101/I.S.2. Also see the Florida Building Code 2000. d. At Conclusion of Test: No glass breakage; no permanent damage to fasteners. - hardware parts, support arms, or actuating mechanisms; no other damage which \could cause window to be inoperable; permanent deformation of any frame. sash. 0, ventilator member not exceeding 0.04 percent of its span. _ 4. Thermal Performance ("U" Value): Test window of exactly 4 by 6 foot (1 219 by 1.829 m ) size in accordance with AAMA 1503.1. a. Double Hung Units: Thermal transmittance due to conductance not exceeding 0.55. b. Horizontal Rolling Units: Thermal transmittance due to conductance not exceedinz _ 0.54. 5. Condensation Resistance Factor (CRF): Test window of exactly 4 by 6 foot ( 1.2 19 h\ 1.82() in) size in accordance with AAMA 1503.1. a. Double Hung Units: CRF not less than 62. b. Horizontal Rolling Units: CRF not less than 64. 6. Forced Entry Resistance: ASTM F 588. a. Horizontal Rolling Windows: Level 40. C. Performance Requirements (Fixed Units): 1. Air Infiltration: Not more than 0.06 cubic feet per minute (0.028 L/second) per square foot of sash, tested in accordance with ASTM E 283 under a static pressure drop of 6.24 pounds per Aluminum Windows The Jones Payne Group, Inc. 08520 - 2 Key West International Airport Residential Noise Insulation Program — Phase square foot (30.47 kg/square m), equivalent to 50 miles per hour (80.5 km!hour) ++ ind velocity. 2. Water Resistance: No penetration of water into the plane of the innermost face of the ++ llick- unit during a 15 minute test period under prescribed conditions of water, application, tested in accordance with ASTM E 330 at a rate of 5.0 gallons per hour per square foot (204 L/hour/square m) and a static air pressure differential of 6.24 pounds per square foot (30.-47 kg/square m). 3. Uniform Load Structure Test: No glass breakage or other damage and no permanent deformation of any member exceeding 0.04 percent of its span: subject separately to an exterior and interior uniform load in accordance with ASTM E 330. static air pressure difference of 60 pounds per square foot (292.9 k-/square m), pressure applied irst on one side• of unit and then on the other side. 4. Thermal Performance ("U" Value): Thermal transmittance not exceeding 0.65. tested in accordance with AAMA 1503.1. 5. Condensation Resistance Factor (CRF): CRF not less than 55. tested in accordance ++ ith AAMA 1504. 1.4 SUBMITTALS A. Submit under provisions of Section 01300 with exception noted in manufacturer's section of this specification 08520. B. Product Data: Manufacturer's catalog data, detail sheets, and specifications. C. Submit evidence that fabrication of fixed windows has not resulted in any corner orjoint failure or glass breakage for a period of not less than 10 years. D. Shop Drawings: Prepared specifically for this project: show dimensions of aluminum windo++s. elevations, details of all window sections, anchorage and installation details. hardware, and interface with other products. 1.5 QUALITY ASSURANCE A. Installer Quality: The window manufacturer or their approved representative. usin l-' mechanics that are experienced and skilled in the installation of aluminum windows ofthe type specified. 1.6 WARRANTY A. Provide written 10-year warranty signed by manufacturer that products are free of material dcfcct.. Defects are defined to include uncontrolled leakage of water, corner or joint failure, and abnormal aging or deterioration. B. Include repair or replacement of defective units for 10 years from date of completion. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturesr: 1. St. Cloud Window, Inc., P.O. Box 1577, St. Cloud. MN 56302-1577: ASD. Tel: (320) 251-1)" 1 I . I cl (800) 383-93 11, Aluminum Windows The Jones Payne Group, Inc. (18520 - Key West International Airport Residential Noise Insulation Program — Phase 1 2. Mon -Ray, Inc. — De -Vac 600 Series Windows 8224 Olsen Memorial Highway, Minneapolis. MN 55427-4713 800-544-3646 B. Requests for substitutions will be considered in accordance with provisions of Section 01600 with exception noted below. C. Substitutions: Only considered if submitted 10 days prior to Bid Receipt deadline for Architect's review. Submittal for substitution must be complete with performance tests meeting all requirements in order to be considered. D. Provide all aluminum windows from a single manufacturer. 2.2 MATERIALS A. Principal Frame Members: Accurately extruded aluminum alloy 6063-T6. B. Frame, Sash, and Screen Members: Accurately extruded aluminum alloy 6063-1_6: 0.06-' inch ( 1.57 mm) minimum wall thickness. C. Thermal Barrier: Not a structural part of frame assembly, but providing complete metal to metal separation between inner and outer frame members; not less than 1/4 inch (6.3 mm) wide. Poured and debridged polyurethane thermal barrier is not acceptable. D. Weatherstripping: 100 percent woven pile and Mylar center fins. E. Screens: Tubular aluminum frames; screen cloth securely held in place by means of reusable % in% I splines. 1. Screen Cloth: 18 by 16 aluminum. 2. Screen Cloth: 18 by 16 fiberglass. F. Hardware: Spring -loaded metal plunger type lock automatically engaging as windo\% is closed: locate as follows: 1. Double Hung Windows: Interior sill rails. 2. Horizontal Rolling Windows: Interior meeting rails. —' G. Double Hung Window Balances: Zinc die cast metal with nylon rollers, capable ot'providinl_� po,itivr lifting force through full range of sash travel and holding sash stationary at any open position without the use of auxiliary frictional devices or holding clips; overhead balances. exposed balance cables. or fasteners are not acceptable. H. Sash Rollers: Delrin lubricated with "Moly B" dry lubricant. operating on stainless steel axles I. Caulking: Grade "A" type caulking compound, Pecora, Tremco, Vulkem. or equal approved b\ Architect; color to match color of aluminum unless otherwise approved by architect. 2.3 GLAZING SCHEDULE A. Glazing shall be determined to meet performance criteria. 2.4 FABRICATION A. General: 1. Fabricate windows as two separate frames permanently interlocked by a rigid thermal harrier. Aluminum Windows The Jones Payne Group, Inc. 08520 - 4 Key West International Airport Residential Noise Insulation Program — Phase I 2. Operable Frame and Sash Joints: Butt type secured by means of thread -Curtin_ type scre\� s anchored into screw ports, ports integral parts of frame members. 3. Fixed Frame Joints: Miter or butt type secured by means of thread-cuttinI type scre� anchored into screw ports, ports integral parts of frame members. 4. Corners: Joined neatly in a manner to provide watertight connections. 5. Deburr and make smooth all sharp milled edges and corners. 6. Internally seal sash corners. 7. Fabricate meeting rails of tubular construction, double weatherstripped and interlocked lien in closed position. 8. Fabricate window units in a manner to facilitate replacement ol'worn or damaged parts. hardware, or weatherstripping. B. Sill Frames: Tubular sections, weeped (including weep flaps) to prevent accumulation of water in Sill. C. Exterior and Interior Frame Sill: Tubular design, 5 degrees mininrtmi slope. D. Thermal Barrier: Interlock both halves of frame, securing them together without inhibiting expansion and contraction of either part, apply bead of sealant to complete perimeter of windo,.y to seal joints between frame and thermal barrier. E. Weatherstripping: Completely weatherstrip sash, securing weatherstripping, to prevent movement. F. Double Hung Windows: l . Fully balance each sash with a minimum of two balances. 2. House balances inside jamb sash; make removable with the use of take out clips for ease of replacement without the use of special tools. G. Horizontal Rolling Windows: Fabricate sash to operate on rollers in bottom sash rail in a concealed manner, not protruding beyond bottom of sash rail. 2.5 FINISHES A. Finish exposed surfaces of aluminum windows, panning, and u•im as 1`61lows: 1. Natural Anodized: Class II AA-C22A31 204-R1, etched and clear anodized to 0.4 mil (0.010 mm). 2. Medium Bronze Anodized: Class 1 AA-C22A44 204-RI, anodized to 0.7 mil (0.018 mill). 3. Dark Bronze Anodized: Class 1 AA-C22A44 204-RI, anodized to 0.7 mil (0.018 nun). 4. Organic Coated: Fluoropolymer organic coating in a color selected by the Architect; meet or exceed AAMA 605.1 specifications for high performance organic coatings on extrusians. 5. See Drawings for color choices. Windows noted as White shall be finished with organic coating. Windows noted as bronze shall be one of the two colors above. PART 3 EXECUTION 3.1 INSTALLATION A. Install windows and related components in accordance with approved shop drawin"s and manufacturer's requirements. B. Erect materials plumb, level, and true relative to the building structure, maximum variation from plumb and level not exceeding 1/8 inch in 10 feet (3 mill in 3 m). Aluminum Windows The Jones Payne Group, /ne. 08520 - 5 Key West International Airport Residential Noise Insulation Program — Phase C. Install approved insulation materials in the frame cavity on the interior portion of the \� indo\\ frame. area adjacent to exterior of window frame remaining uninsulated. Exercise caution to avoid overlapping insulation materials across thermal barrier connectors. 2. Exercise caution to avoid bridging of the two separated frame members. D. Apply calking at all points between masonry and aluminum outer frame; apply in a manner to ensure — airtight and watertight continuous perimeter seal so as to prohibit seepage of cold air into the insulated cavity. 3.2 FIELD QUALITY CONTROL A. Retain and pay for a certified testing laboratory to conduct on -site tests for air infiltration and �� atrr infiltration as specified in "Performance Requirements" above. B. Architect will select two windows to be tested. C. At no additional cost to owner, repair or replace window units not meeting specified performance requirements. 3.3 CLEANING A. After installation, remove all sealants, caulking, and other misplaced materials from all surfaces. including adjacent work. _. B. Thoroughly clean window frames, casings, and glass using materials and methods recommended h\ the window and glass manufacturer that do not cause defacement of work. END OF SECTION Aluminum Windows TheJones Pavne Group, /nc. 08ti;20 - o 08581 — Storm Windows Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation ,� Key West International Airport Residential Noise Insulation Program - Phase 1 DIVISION 08 — DOORS AND WINDOWS SECTION 08581 — STORM WINDOWS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following types of storm windows: 1. Wood Interior Operable Skylight Storm Window: Type IOP-SKY (W) B. Related Sections include the following: 1. Division 6 Section 'Rough Carpentry" 2. Division 7 Section "Sealants" 3. Division 8 Section "Weatherstripping" 4. Division 8 Section "Door Hardware" 5. Division 9 Section 'Painting" 1.3 DEFINITIONS A. FWI: Fixed -Removable Insulating Storm Window for Internal Application. B. Performance grade number, included as part of the AAMA/NWWDA product designation code, is actual design pressure in pounds force per square foot (pascals) used to determine structural test pressure and water test pressure. 1.4 SUBMITTALS A. Product Data: Include construction details, material descriptions, fabrication methods, dimensions of individual components and profiles, hardware, finishes, and operating instructions for each type of aluminum window indicated. B. Shop Drawings: Include plans, elevations, sections, details, hardware, attachments to other Work, operational clearances, and the following: 1. Mullion details, including reinforcement and stiffeners. 2. Joinery details. 3. Flashing and drainage details. 4. Weather-stripping details. 5. Glazing 6. Finish — Color Storm Windows The Jones Payne Group 08581-1 Key West International Airport Residential Noise Insulation Program - Phase 1 C. Maintenance Data: For operable window sash, operating hardware, weather stripping, and finishes to include in maintenance manuals. 1.5 QUALITY ASSURANCE A. Product Options: Information on Drawings and in Specifications establishes requirements for storm windows' aesthetic effects and performance characteristics. Aesthetic effects are indicated by dimensions, arrangements, alignment, and profiles of components and assemblies as they relate to sightlines, to one another, and to adjoining construction. Performance characteristics are indicated by criteria subject to verification by one or more methods including preconstruction testing, field testing, and in-service performance. B. Product Options: Drawings indicate size, profiles, and dimensional requirements of aluminum windows and are based on the specific system indicated. Refer to Division 1 Section "Product Requirements." Do not modify intended aesthetic effects, as judged solely by Architect, except with Architect's approval. If modifications are proposed, submit comprehensive explanatory data to Architect for review. C. Fenestration Standard: Comply with AAMA/NWWDA 101/I.S.2, "Voluntary Specifications for �- Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors," for minimum standards of performance, materials, components, accessories, and fabrication unless more stringent requirements are indicated. D. Glazing Publications: Comply with published recommendations of glass manufacturers and GANA's "Glazing Manual" unless more stringent requirements are indicated. 1.6 PROJECT CONDITIONS A. Field Measurements: Verify aluminum window openings by field measurements before fabrication and indicate measurements on Shop Drawings. Established Dimensions: Where field measurements cannot be made without delaying the Work, establish opening dimensions and proceed with fabricating aluminum windows without field measurements. Coordinate wall construction to ensure that actual opening dimensions correspond to established dimensions. 1.7 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace aluminum windows that fail in materials or workmanship within specified warranty period. Failures include, but are not limited to, the following: Failure to meet performance requirements. Structural failures including excessive deflection. Water leakage, air infiltration, or condensation. Faulty operation of movable sash and hardware. Deterioration of metals, metal finishes, and other materials beyond normal weathering B. Warranty Period: 10 years from date of Substantial Completion. PART 2 - PRODUCTS Storm Windows The Jones Payne Group 08581-2 Key West International Airport Residential Noise Insulation Program - Phase 1 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Type IOP-SKY (W) a. Custom milled. Shop drawings required. 2.2 MATERIALS WOOD WINDOWS A. Wood: Clear ponderosa pine or another suitable fine-grained lumber; kiln -dried to a moisture content of 6 to 12 percent at time of fabrication; free of visible finger joints, blue stain, knots, pitch pockets, and surface checks larger than 1/32 inch (0.8 mm) deep by 2 inches (51 mm) wide; water-repellent preservative treated. B. Wood Trim and Glazing Stops: Material and finish to match frame members. C. Anchors, Clips, and Accessories: Aluminum, nonmagnetic stainless steel, or zinc -coated steel or iron complying with ASTM B 633 for SC 3 severe service conditions; provide sufficient strength to withstand design pressure indicated. Cadmium -plated steel anchors, clips, and accessories are not permitted. D. Compression -Type Weather Stripping: Provide compressible weather stripping designed for permanently resilient sealing under bumper or wiper action, and completely concealed when aluminum window is closed. 1. Weather -Stripping Material: Manufacturer's standard system and materials complying with AAMA/NWWDA 101/I.S.2. E. Sealant: For sealants required within fabricated windows, provide window manufacturer's standard, permanently elastic, nonshrinking, and nonmigrating type recommended by sealant manufacturer for joint size and movement. 2.3 GLAZING A. Glazing System: Manufacturer's standard factory -glazing system as indicated in Division 8 Section "Glazing." B. Glass: Sash shall be factory glazed with clear float glass as indicated in Division 8 Section "Glazing." Glass shall be laminated as indicated in the Scope of Work. 2.4 HARDWARE A. General: Provide manufacturer's standard hardware fabricated from aluminum, stainless steel, carbon steel complying with AAMA 907, or other corrosion -resistant material compatible with aluminum; designed to smoothly operate, tightly close, and securely lock aluminum windows and sized to accommodate sash or ventilator weight and dimensions. Cadmium -plated hardware is not permitted. Do not use aluminum in frictional contact with other metals. Where exposed, provide extruded, cast, or wrought aluminum. B. Locks and Latches: Designed to allow unobstructed movement of the sash across adjacent sash in direction indicated and operated from the inside only. Storm Windows The Jones Payne Group 08581-3 Key West International Airport Residential Noise Insulation Program - Phase 1 C. Skylight Storm Windows: Provide the following operating hardware: Wood Windows: a. Continuous steel piano -type hinge. b. Wrought sash locks and strikes, minimum three per skylight sash (one at each unhinged side) maximum 12" from corners, 18" on center. Provide in cast brass, B3 finish. Manufacturer: Ives #4. C. Weatherstripping shall be continuous compressible vinyl bulb, attached securely to all four edges of frame. There shall be no wood to wood contact between skylight storm and receiving frame. 2.5 FABRICATION, WOOD WINDOWS A. General: Fabricate wood windows, in sizes indicated. Include a complete system for assembling components and anchoring windows. B. Fabricate wood windows that are reglazable without dismantling sash or ventilator framing. C. Weather Stripping: Provide full -perimeter weather stripping for each operable sash and ventilator, unless otherwise indicated. D. Mullions: Provide mullions and cover plates as shown, matching window units, complete with anchors for support to structure and installation of window units. Allow for erection tolerances and provide for movement of window units due to thermal expansion and building deflections, as indicated. Provide mullions and cover plates capable of withstanding design loads of window units. E. Glazing Stops: Provide nailed or snap -on glazing stops coordinated with Division 8 Section "Glazing" and glazing system indicated. Provide glazing stops to match sash and ventilator frames. F. Complete fabrication, assembly, finishing, hardware application, and other work in the factory/shop to greatest extent possible. Disassemble components only as necessary for shipment and installation. Allow for scribing, trimming, and fitting at Project site. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine openings, substrates, structural support, anchorage, and conditions, with Installer present, for compliance with requirements for installation tolerances; rough opening dimensions; levelness of sill plate; coordination with wall flashings, and other built-in components; operational clearances; and other conditions affecting performance of work. Wood Frame Walls: Dry, clean, sound, well nailed, free of voids, and without offsets at joints. Ensure that nail heads are driven flush with surfaces in opening and within 3 inches (76 mm) of opening. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION Storm Windows The Jones Payne Group 08581-4 -- Key West International Airport Residential Noise Insulation Program - Phase 1 A. General: Comply with manufacturer's written instructions for installing windows, hardware, accessories, and other components; Drawings; and Shop Drawings. B. Install windows level, plumb, square, true to line, without distortion or impeding thermal movement, anchored securely in place to structural support, and in proper relation to wall flashing and other adjacent construction. C. Installation is to provide a two inch (2") minimum and four inch (4") maximum air space between storm window and prime window glazing, unless noted otherwise. If built -out storm window installation is required, Contractor shall be responsible for submitting installation drawings showing supplementary furring/grounding. Head flashing shall be provided for built -out installations. D. Install windows and components to drain condensation, water penetrating joints, and moisture migrating within windows to the exterior. 3.3 FIELD QUALITY CONTROL A. Remove and replace windows where test results indicate that they do not comply with specified requirements. B. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements. 3.4 ADJUSTING A. Adjust operating sashes and ventilators, screens, hardware, and accessories for a tight fit at contact points and weather stripping for smooth operation and weathertight closure. Lubricate hardware and moving parts. 3.5 PROTECTION AND CLEANING A. Protect window surfaces from contact with contaminating substances resulting from construction operations. In addition, monitor window surfaces adjacent to and below exterior concrete and masonry surfaces during construction for presence of dirt, scum, alkaline deposits, stains, or other contaminants. If contaminating substances do contact window surfaces, remove contaminants immediately according to manufacturer's written recommendations. B. Clean aluminum surfaces immediately after installing windows. Avoid damaging protective coatings and finishes. Remove excess sealants, glazing materials, dirt, and other substances. C. Clean factory -glazed glass immediately after installing windows. Comply with manufacturer's written recommendations for final cleaning and maintenance. Remove nonpermanent labels and clean surfaces. D. Remove and replace glass that has been broken, chipped, cracked, abraded, or damaged during construction period. END OF SECTION 08581 Storm Windows The Jones Payne Group 08581-5 Key West International Airport Residential Noise Insulation Program - Phase I THIS PAGE INTENTIONALLY LEFT BLANK Storm Windows The Jones Payne Group 08581-6 08711 — Door Hardware Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation Key West International Airport Residential Noise Insulation Program - Phase 1 DIVISION 08 — DOORS AND WINDOWS SECTION 08711 - DOOR HARDWARE (SCHEDULED BY NAMING PRODUCTS) PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Commercial door hardware for the following: a. Swinging doors. b. Other doors to the extent indicated. 2. Cylinders for doors specified in other Sections. B. Related Sections include the following: 1. Division 8 Section "Flush Wood Doors" for astragals. 2. Division 8 Section "Stile and Rail Wood Doors" for astragals. 3. Division 8 Section "Access Doors" for access door hardware, except cylinders. C. Products furnished, but not installed, under this Section include the following. Coordinating, purchasing, delivering, and scheduling remain requirements of this Section. 1. Cylinders for locks on aluminum and glass entrance doors. 1.3 SUBMITTALS A. Product Data: Include installation details, material descriptions, dimensions of individual components and profiles, and finishes. B. Samples for Initial Selection: Manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available for each type of door hardware indicated. C. Door Hardware Schedule: Prepared by or under the supervision of supplier, detailing fabrication and assembly of door hardware, as well as procedures and diagrams. Coordinate the final Door Hardware Schedule with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish of door hardware. 1. Format: Comply with scheduling sequence and vertical format in DHI's "Sequence and Format for the Hardware Schedule." 2. Organization: Organize the Door Hardware Schedule into door hardware sets indicating complete designations of every item required for each door or opening. Door Hardware The Jones Payne Group, Inc 08711-1 Key West International Airport Residential Noise Insulation Program - Phase l a. Organize door hardware sets in same order as in the Door Hardware Schedule at the end of Part 3. Content: Include the following information: a. Type, style, function, size, label, hand, and finish of each door hardware item. b. Manufacturer of each item. "W C. Fastenings and other pertinent information. d. Location of each door hardware set, cross-referenced to Drawings, both on floor plans and in door and frame schedule. e. Explanation of abbreviations, symbols, and codes contained in schedule. f. Mounting locations for door hardware. g. Door and frame sizes and materials. Submittal Sequence: Submit the final Door Hardware Schedule at earliest possible date, particularly where approval of the Door Hardware Schedule must precede fabrication of other work that is critical in the Project construction schedule. Include Product Data, Samples, Shop Drawings of other work affected by door hardware, and other information essential to the coordinated review of the Door Hardware Schedule. Submittal Sequence: Submit initial draft of final schedule along with essential Product Data to facilitate the fabrication of other work that is critical in the Project construction schedule. Submit the final Door Hardware Schedule after Samples, Product Data, coordination with Shop Drawings of other work, delivery schedules, and similar information has been completed and accepted. D. Qualification Data: For firms and persons specified in "Quality Assurance" Article. Include lists of completed projects with project names and addresses of architects and owners, and other information specified. 1.4 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who has completed door hardware similar in material, design, and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in-service performance. B. Supplier Qualifications: Door hardware supplier with warehousing facilities in Project's vicinity and who is or employs a qualified Architectural Hardware Consultant, available during the course of the Work to consult with Contractor, Architect, and Owner about door hardware and keying. 1. Scheduling Responsibility: Preparation of door hardware and keying schedules. C. Architectural Hardware Consultant Qualifications: A person who is currently certified by the Door and Hardware Institute as an Architectural Hardware Consultant and who is experienced in providing consulting services for door hardware installations that are comparable in material, design, and extent to that indicated for this Project. D. Source Limitations: Obtain each type and variety of door hardware from a single manufacturer, unless otherwise indicated. E. Regulatory Requirements: Comply with provisions of the following: Where indicated to comply with accessibility requirements, comply with Americans with Disabilities Act (ADA), "Accessibility Guidelines for Buildings and Facilities (ADAAG)," ANSI A117.1, FED-STD-795, "Uniform Federal Accessibility Standards," as follows: Door Hardware The Jones Payne Group, Inc 08711-2 Key West International Airport Residential Noise Insulation Program - Phase 1 a. Handles, Pulls, Latches, Locks, and other Operating Devices: Shape that is easy to grasp with one hand and does not require tight grasping, tight pinching, or twisting of the wrist. b. Thresholds: Not more than 1/2 inch (13 mm) high, Not more than 3/4 inch (19 mm) high for exterior sliding doors. Bevel raised thresholds with a slope of not more than 1:2. 2. NFPA 101: Comply with the following for means of egress doors: a. Latches, Locks, and Exit Devices: Not more than 15 lbf (67 N) to release the latch. Locks shall not require the use of a key, tool, or special knowledge for operation. b. Thresholds: Not more than 1/2 inch (13 mm) high. 1.5 DELIVERY, STORAGE, AND HANDLING A. Inventory door hardware on receipt and provide secure lock -up for door hardware delivered to Project site. B. Tag each item or package separately with identification related to the final Door Hardware Schedule, and include basic installation instructions with each item or package. 1.6 COORDINATION A. Templates: Obtain and distribute to the parties involved templates for doors, frames, and other work specified to be factory prepared for installing door hardware. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing door hardware to comply with indicated requirements. 1.7 MAINTENANCE SERVICE A. Maintenance Tools and Instructions: Furnish a complete set of specialized tools and maintenance instructions as needed for Owner's continued adjustment, maintenance, and removal and replacement of door hardware. PART 2 - PRODUCTS 2.1 SCHEDULED DOOR HARDWARE A. General: Provide door hardware for each door to comply with requirements in this Section, and the Door Hardware Schedule at the end of Part 3. Door Hardware Sets: Provide quantity, item, size, finish or color indicated, and products equivalent in function and comparable in quality to named products. B. Designations: Requirements for design, grade, function, finish, size, and other distinctive qualities of each type of door hardware are indicated in the Door Hardware Schedule at the end of Part 3. Products are identified by using door hardware designations, as follows: Named Manufacturer's Products: Product designation and manufacturer are listed for each door hardware type required for the purpose of establishing minimum requirements. Manufacturers' names are abbreviated in the Door Hardware Schedule. Door Hardware The Jones Payne Group, Inc 08711-3 Key West International Airport Residential Noise Insulation Program - Phase I 2.2 HINGES AND PIVOTS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Hinges: a. Baldwin Hardware Corporation (BH). b. Sargent Manufacturing Company; Div. of ESSEX Industries, Inc. (SGT). C. Stanley Commercial Hardware; Div. of The Stanley Works (STH). B. Quantity: Provide the following, unless otherwise indicated: 1. Two Hinges: For doors with heights up to 60 inches (1524 mm). 2. Three Hinges: For doors with heights 61 to 90 inches (1549 to 2286 mm). 3. Four Hinges: For doors with heights 91 to 120 inches (2311 to 3048 mm). 4. For doors with heights more than 120 inches (3048 mm), provide 4 hinges, plus 1 hinge for every 30 inches (750 mm) of door height greater than 120 inches (3048 mm). C. Size: Provide the following, unless otherwise indicated, with hinge widths sized for door thickness and clearances required: Metal Thickness (inches) Maximum Door Size (inches) Hinge Height Standard Heavy (inches) Weight Weight 32 by 84 by 1-3/8 3-1/2 0.123 - 36 by 84 by 1-3/8 4 0.130 - 36 by 84 by 1-3/4 4-1/2 0.134 0.180 42 by 90 by 1-3/4 4-1/2 0.134 0.180 48 by 120 by 1-3/4 5 0.146 0.190 D. Template Requirements: Except for hinges and pivots to be installed entirely (both leaves) into wood doors and frames, provide only template -produced units. E. Hinge Weight: Unless otherwise indicated, provide the following: 1. Entrance Doors: Heavy -weight hinges. 2. Interior Doors: Standard -weight hinges. F. Hinge Base Metal: Unless otherwise indicated, provide the following: 1. Exterior Hinges: Brass, with stainless -steel pin body and brass protruding heads. 2. Interior Hinges: Brass, with stainless -steel pin body and brass protruding heads. G. Hinge Options: Comply with the following where indicated in the Door Hardware Schedule or on Drawings: 1. Nonremovable Pins: Provide set screw in hinge barrel that, when tightened into a groove in hinge pin, prevents removal of pin while door is closed; for the following applications: a. Outswinging exterior doors. b. Outswinging corridor doors with locks. 2. Corners: Square Door Hardware The Jones Payne Group, Inc 08711-4 Key West International Airport Residential Noise Insulation Program - Phase 1 H. Fasteners: Comply with the following: 1. Wood Screws: For wood doors and frames. 2. Screws: Phillips flat -head screws; wood screws for wood doors and frames. Finish screw heads to match surface of hinges. 2.3 LOCKS AND LATCHES 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: Mechanical Locks and Latches: a. Sargent Manufacturing Company; Div. of ESSEX Industries, Inc. (SGT). b. Schlage Lock Company; an Ingersoll-Rand Company (SCH). C. Yale Security Inc.; Div. of Williams Holdings (YAL). B. Lock Trim: Comply with the following: 1. Lever: Wrought, forged, or cast. 2. Knob: Wrought, forged, or cast. 3. Escutcheon (Rose): Wrought, forged, or cast. 4. Dummy Trim: Match knob/ lever lock trim and escutcheons. 5. Lockset Designs: Provide the lockset design designated below or, if sets are provided by another manufacturer, provide designs that match those designated: a. Bored Locks: Provide design indicated on Drawings. C. Lock Throw: Comply with testing requirements for length of bolts to comply with labeled fire door requirements, and as follows: 1. Bored Locks: Minimum 1/2-inch (12.7-mm) latchbolt throw. 2. Mortise Locks: Minimum 3/4-inch (19-mm) latchbolt throw. 3. Deadbolts: Minimum 1-inch (25-mm) bolt throw. D. Rabbeted Doors: Provide special rabbeted front and strike on locksets for rabbeted meeting stiles. E. Backset: 2-3/4 inches (70 mm), unless otherwise indicated. 2.4 CYLINDERS AND KEYING 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: Cylinders: Same manufacturer as for locks and latches. B. Cylinders: Manufacturer's standard tumbler type, constructed from brass or bronze, stainless steel, or nickel silver, and complying with the following: 1. Number of Pins: Five. 2. Mortise Type: Threaded cylinders with rings and straight- or clover -type cam. 3. Rim Type: Cylinders with back plate, flat -type vertical or horizontal tailpiece, and raised trim ring. Door Hardware The Jones Payne Group, Inc 08711-5 Key West International Airport Residential Noise Insulation Program - Phase 1 4. Bored -Lock Type: Cylinders with tailpieces to suit locks. a. High -Security Grade: BHMA Grade IA, listed and labeled as complying with pick- and drill -resistant testing requirements of UL 437 (Suffix A). C. Permanent Cores: Manufacturer's standard; finish face to match lockset; complying with the following: _ 1. Interchangeable Cores: Core insert, removable by use of a special key, and usable with other manufacturers' cylinders. 2. Removable Cores: Core insert, removable by use of a special key, and for use with only the core manufacturer's cylinder and door hardware. D. Keying System: Unless otherwise indicated, provide a factory -registered keying system complying with the following requirements: 1. Master Key System: Cylinders are operated by a change key and a master key. 2. Existing System: Master key or grand master key locks to Owner's existing system. 3. Existing System: Re -key Owner's existing master key system into new keying system. 4. Keyed Alike: Key all cylinders to the same change key. a. Cylinders shall not be master keyed. E. Keys: Provide nickel -silver keys complying with the following: 1. Stamping: Permanently inscribe each key with a visual key control number. 2. Quantity: In addition to one extra blank key for each lock, provide the following: a. Cylinder Change Keys: Two. b. Master Keys: Two. 2.5 STRIKES A. Strikes: Provide manufacturer's standard strike with strike box for each latch or lock bolt, with curved lip extended to protect frame, finished to match door hardware set, unless otherwise indicated, and as follows: 1. Flat -Lip Strikes: For locks with three-piece antifriction latchbolts, as recommended by manufacturer. 2. Extra -Long -Lip Strikes: For locks used on frames with applied wood casing trim. 3. Aluminum -Frame Strike Box: Provide manufacturer's special strike box fabricated for aluminum framing. 2.6 THRESHOLDS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Pemko Manufacturing Co., Inc. (PEM). 2. Reese Enterprises, Inc. (RE). 3. Zero International, Inc. (ZRO). Door Hardware The Jones Payne Group, Inc 08711-6 _. Key West International Airport Residential Noise Insulation Program - Phase 1 2.7 FABRICATION A. Manufacturer's Nameplate: Do not provide manufacturers' products that have manufacturer's name or trade name displayed in a visible location (omit removable nameplates) except in conjunction with required fire -rated labels and as otherwise approved by Architect. Manufacturer's identification will be permitted on rim of lock cylinders only. B. Base Metals: Produce door hardware units of base metal, fabricated by forming 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 units and BHMA A156.18 for finishes. Do not furnish manufacturer's standard materials or forming methods if different from specified standard. C. Fasteners: Provide door hardware manufactured to comply with published templates generally prepared for machine, wood, and sheet metal screws. Provide screws according to commercially recognized industry standards for application intended. 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 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. Fasteners for Wood Doors: Comply with requirements of DHI WDHS.2, "Recommended Fasteners for Wood Doors." 2.8 FINISHES A. Standard: Comply with BHMA A 156.18. 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 acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine doors and frames, with Installer present, for compliance with requirements for installation tolerances, labeled fire door assembly construction, wall and floor construction, and other conditions affecting performance. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Wood Doors: Comply with DHI A115-W series. Door Hardware The Jones Payne Group, Inc 08711-7 Key West International Airport Residential Noise Insulation Program - Phase 1 �. 3.3 INSTALLATION A. Mounting Heights: Mount door hardware units at heights indicated in following applicable publications, unless specifically indicated or required to comply with governing regulations: 1. Wood Doors: DHI WDHS.3, "Recommended Locations for Architectural Hardware for Wood Flush Doors." 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 protective trim units with finishing work specified in Division 9 Sections. 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. Thresholds: Set thresholds for exterior and acoustical doors in full bed of sealant complying with requirements specified in Division 7 Section "Joint Sealants." 3.4 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. 3.5 CLEANING AND PROTECTION A. Clean adjacent surfaces soiled by door hardware installation. B. Clean operating items as necessary to restore proper function and finish. C. Provide final protection and maintain conditions that ensure door hardware is without damage or " deterioration at time of Substantial Completion. 3.6 SKYLIGHT STORM WINDOWS A. Provide the following operating hardware: I. Wood Windows: a. Continuous steel piano -type hinge. b. Wrought sash locks and strikes, minimum three per skylight sash (one at each unhinged side) maximum 12" from corners, 18" on center. Provide in cast brass, B3 finish. Manufacturer: Ives #4. Door Hardware The Jones Payne Group, Inc 08711-8 Key West International Airport Residential Noise Insulation Program - Phase 1 3.7 DOOR HARDWARE SCHEDULE Door Hardware Set No. [1] Door Type [EPW, ESC]; each to have the following: * Hanging Devices Hinges BH Brass 1 Securing Devices Cylindrical Bored Lock Schlage A Series Orbit, Brass (active leaf) 1 Securing Devices Deadbolt Schlage A Series Brass (active leaf) Securing Devices Strike Schlage Brass (active leaf) 1 Accessories Peephole Ives #696 Brass * Number of hinges, as specified. Door Hardware Set No. [2] Door Type [ISC]; each to have the following: * Hanging Devices Hinges BH Brass 1 Securing Devices Cylindrical Bored Lock Schlage A Series Orbit, Brass (active leaf) 1 Securing Devices Strike Schlage Brass (active leaf) • Accessories Threshold Pemko Per Architect Door thresholds as indicated on drawings * Number of hinges, as specified. END OF SECTION 08711 Door Hardware The Jones Payne Group, Inc 08711-9 Key West International Airport Residential Noise Insulation Program - Phase 1 THIS PAGE INTENTIONALLY LEFT BLANK Door Hardware The Jones Payne Group, Inc 08711-10 08724 — Weatherstripping Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation A Key West International Airport Residential Noise Insulation Program - Phase I DIVISION 08 — DOORS AND WINDOWS SECTION 08724 - WEATHERSTRIPPING PART I -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Condit ow, and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Commercial weatherstripping for the following: a. Swinging doors. b. Access doors C. Interior skylight panels B. Related Sections include the following: l . Division 8 Section "Flush Wood Doors" for gasketing. 2. Division 8 Section "Stile and Rail Wood Doors" for gasketing. 3. Division 8 Section "Access Doors" for -asketing. 1.3 SUBMITTALS A. Product Data: Include installation details. material descriptions. dimensions of' individual comhonent�, and profiles, and finishes. B. Samples for Initial Selection: Manufacturer's color charts consisting of units or sections of unit, 111L the full range of colors, textures, and patterns available for each type of weatherstripping indicated. 1.4 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who has completed weatherstripping, similar in material, design, and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in-service performance. B. Source Limitations: Obtain each type and variety of door hardware from a single manufacturer, unless otherwise indicated. 1.5 DELIVERY, STORAGE, AND HANDLING A. Inventory weatherstripping on receipt and provide secure lock -up for weatherstripping, delivered to Project site. Weatherstripping The Jones Payne Group, Inc. oN714- 1 Key West International Airport Residential Noise Insulation Program - Phase I B. Tag each item or package separately with identification related to the final Weatherstrippin` Schcdulc. and include basic installation instructions with each item or package. 1.6 MAINTENANCE SERVICE A. Maintenance Tools and Instructions: Furnish a complete set of specialized tools and maintenance instructions as needed for Owner's continued adjustment, maintenance. and removal and replacement of weatherstripping. PART 2 - PRODUCTS 2.1 SCHEDULED WEATHERSTRIPPING A. General: Provide weatherstripping for each door to comply with requirements in tl this SeCon, and the - Door Hardware Schedule at the end of Part 3. 1. Weatherstripping Sets: Provide quantity, item, size, finish or color indicated, and products — equivalent in function and comparable in quality to named products. B. Designations: Requirements for design, grade, function, finish, size, and other distinctive clualitic" ul each type of weatherstripping are indicated in the Weatherstripping Schedule at the end of' fart 3 Products are identified by using weatherstripping designations, as follows: 1. Named Manufacturer's Products: Product designation and manufacturer are listed for cacti -- weatherstrip type required for the purpose of establishing minimum ufa requirements. Mancturers' names are abbreviated in the Weatherstripping Schedule. 2.2 WEATHERSTRIPPING 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: l . Door Gasketing: a. Pemko Manufacturing Co., Inc. (PEM). b. Reese Enterprises, Inc. (RE). C. Zero International, Inc. (ZRO). — 2. Door Bottoms: a. Pemko Manufacturing Co., Inc. (PEM). b. Reese Enterprises, Inc. (RE). C. Zero International, Inc. (ZRO). B. General: Provide continuous weather-strip gasketing on exterior doors, interior doors. access doors, and skylight storm windows where indicated or scheduled. Provide noncorrosive fasteners for exterior applications and elsewhere as indicated. 1. Perimeter Gasketing: Apply to head and jamb, forming seal between door and frame. Hcad and jamb protections shall be anodized aluminum, with polyurethane or polyprene bulb, 3%16" thick, flexible to -35 degrees F. Color of anodized finish to be as approved by Architect — Weatherstripping The Jones Payne Group, Inc. 08724-2 — Key West International Airport Residential Noise Insulation Program - Phase I 2. Meeting Stile Gasketing: Fasten to meeting stiles, forming seal when doors are closed. 3. Exterior Door Bottoms: Apply to bottom of door, forming seal with threshold when door is closed. Door bottom weatherstripping of exterior prime doors shall be satin -finished anodized aluminum with full-length piano -type hinge, stainless steel center rod and recoil sprint. Scaling strip shall be pure vinyl, flexible to -20 degrees F. Weatherstrip shall be cut to exact size of door and surface mounted with stainless steel screws. Color of anodized finish to be as ❑ppro\ cd h% Architect. 4. Interior Door Bottoms: Apply to bottom of door, forming seal with threshold when door is closed. Door bottom weatherstripping for interior prime doors shall be surface mounted, anodized aluminum, cut to exact size of door, with closed cell sponge neoprene flexible to -65 degrees 1 . Color of anodized aluminum shall be as approved by Architect. 5. Access Panels: Apply to perimeter, forming seal between door and frame. Access doors shall lwn c 1/2" x 1/4" compressible bulb weatherstripping of silicone rubber flexible to -100 cle_rccs I . fastened to rabbet of fabricated wood frame, with adhesive backing or containing rihhed splint and set in saw-kerfed frame. Color as approved by Architect. 6. Interior Custom Storm Windows: Apply to perimeter, forming seal between windo\y and frame. Interior custom storm windows shall have 1/2" x 1/4" compressible bulb weatherstrippin`_ of silicone rubber flexible to -100 degrees F, fastened to rabbet of fabricated wood frame. �\ ith adhesive backing or containing ribbed spline and set in saw-kerfed frame. Color as approved by Architect. C. Replaceable Seal Strips: Provide only those units where resilient or flexible seal strips are easily replaceable and readily available from stocks maintained by manufacturer. 2.3 FABRICATION A. Manufacturer's Nameplate: Do not provide manufacturers' products that have manutitcturer's dame or trade name displayed in a visible location (omit removable nameplates). 1. Fasteners: Provide screws accordin(I to commercially recotnized industn_ standards lot application intended. 2.4 FINISHES A. Standard: Comply with BHMA A 156.18. B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable. tcmporar% 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 arc not acceptable. Variations in appearance of other components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine doors and frames, with Installer present, for compliance with requirements for installation tolerances, labeled fire door assembly construction, wall and floor construction, and other conditions affecting performance. Weatherstripping The Jones Panne Group, lnc. 08724- ; Key West International Airport Residential Noise Insulation Program - Phase 1 B. Examine windows and frames, with Installer present, for compliance with requirements for installation tolerances, labeled fire door assembly construction, wall and floor construction. and other conditions affecting performance. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Wood Doors: Comply with DHl Al 15-W series. 3.3 INSTALLATION A. Install each weatherstripping item to comply with manufacturer's written insu-uctions. Where cuttin_ and fitting are required to install weatherstripping onto or into surfaces that are later to be painted or linished in another way, coordinate removal, storage, and reinstallation of surface protective trim units finishing work specified in Division 9 Sections. 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 subsu ates a' 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. 3. Skylight Storm Windows: Weatherstripping shall be continuous compressible vinyl bulh. attached securely to all four edges of frame. There shall be no wood to wood contact between skvli_ht storm and receiving frame. 3.4 ADJUSTING A. Initial Adjustment: Adjust and check each operating item of weatherstrippig and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate as intended. 3.5 CLEANING AND PROTECTION A. Clean adjacent surfaces soiled by door hardware installation. B. Clean operating items as necessary to restore proper function and finish. C. Provide final protection and maintain conditions that ensure door hardware is without damaer or deterioration at time of Substantial Completion. 3.6 DOOR HARDWARE SCHEDULE Weatherstrip Set No. [1] Door Type [EPW, ESC]; each to have the following: I Model #770 Perimeter Gasketing Reese Per Architect I Model #V-I Door Bottom Visco Per Architect Weatherstrip Set No. [2] Door Type [1SC]; each to have the following: Weatherstripping The.lones Payne Group, Inc. 09724-4 -- Key West International Airport Residential Noise Insulation Program - Phase I I Model #770 Perimeter Gasketing Reese Per Architect 1 Model #315N Door Bottom Zero Per Architect Weatherstrip Set No. [3] Door Type [AAP]; each to have the following: Model #S88 Perimeter Gasketing Pemko Per Architect Weatherstrip Set No. [4] Window Type [IOPSKY]; each to have the following: I Model #S88 Perimeter Gasketing Pemko Per Architect END OF SECTION 08724 Weatherstripping The JonesPayneGroup, /nc. 118724_; Key West International Airport Residential Noise Insulation Program - Phase I THIS PAGE INTENTIONALLY LEFT BLANK Weatherstripping The Jones Payne Group, Inc. 08724-6 08810 — Glass Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation Key West International Airport Residential Noise Insulation Program - Phase 1 DIVISION 08 — DOORS AND WINDOW SECTION 08810 - GLASS PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes glazing for the following products and applications, including those specified in other Sections where glazing requirements are specified by reference to this Section: Windows. Doors. 1.3 DEFINITIONS A. Manufacturer: A firm that produces primary glass or fabricated glass as defined in referenced glazing publications. B. Deterioration of Laminated Glass: Defects developed from normal use that are attributed to the manufacturing process and not to causes other than glass breakage and practices for maintaining and cleaning laminated glass contrary to manufacturer's written instructions. Defects include edge separation, delamination materially obstructing vision through glass, and blemishes exceeding those allowed by referenced laminated -glass standard. C. Deterioration of Coated Glass: Defects developed from normal use that are attributed to the manufacturing process and not to causes other than glass breakage and practices for maintaining and cleaning coated glass contrary to manufacturer's written instructions. Defects include peeling, cracking, and other indications of deterioration in metallic coating. 1.4 PERFORMANCE REQUIREMENTS A. General: Provide glazing systems capable of withstanding normal thermal movement and wind and impact loads (where applicable) without failure, including loss or glass breakage attributable to the following: defective manufacture, fabrication, and installation; failure of sealants or gaskets to remain watertight and airtight; deterioration of glazing materials; or other defects in construction. B. Glass Design: Glass thicknesses indicated are minimums and are for detailing only. Confirm glass thicknesses by analyzing Project loads and in-service conditions. Provide glass lites for various size openings in nominal thicknesses indicated, but not less than thicknesses and in strengths (annealed or heat treated) required to meet or exceed the following criteria: Glass Thicknesses: Select minimum glass thicknesses to comply with ASTM E 1300, according to the following requirements: a. Specified Design Wind Loads: Determine design wind loads applicable to Project from basic wind speed indicated in miles per hour (meters per second) at 33 feet (10 m) above grade, according to ASCE 7, "Minimum Design Loads for Buildings and Other Structures": Glass The Jones Payne Group, Inc 08810-1 Key West International Airport Residential Noise Insulation Program - Phase 1 Section 6.4.2, "Analytic Procedure," based on mean roof heights above grade indicated on Drawings. b. Maximum Lateral Deflection: For the following types of glass supported on all four edges, provide thickness required that limits center deflection at design wind pressure to 1150 times the short side length or 1 inch (25 mm), whichever is less. I ) For laminated -glass lites. C. Minimum Glass Thickness for Exterior Lites: Not less than 6 mm. C. Thermal Movements: Provide glazing that allows for thermal movements resulting from the following maximum change (range) in ambient and surface temperatures acting on glass framing members and glazing components. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime -sky heat loss. 1. Temperature Change (Range): 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material surfaces. D. Thermal and Optical Performance Properties: Provide glass with performance properties specified based on manufacturer's published test data, as determined according to procedures indicated below: 1. For monolithic -glass lites, properties are based on units with lites 6 mm thick. 2. Center -of -Glass U-Values: NFRC 100 methodology using LBL-35298 WINDOW 4.1 computer program, expressed as Btu/ sq. ft. x h x deg F (W/sq. in x K). 3. Center -of -Glass Solar Heat Gain Coefficient: NFRC 200 methodology using LBL-35298 WINDOW 4.1 computer program. 4. Solar Optical Properties: NFRC 300. 1.5 SUBMITTALS A. Product Data: For each glass product and glazing material indicated. B. Glazing Schedule: Use same designations indicated on Drawings for glazed openings in preparing a schedule listing glass types and thicknesses for each size opening and location. C. Samples: For the following products, in the form of 12-inch- (300-mm-) square Samples for glass. 1. Each color of tinted float glass. 2. Coated vision glass. D. Product Certificates: Signed by manufacturers of glass and glazing products certifying that products furnished comply with requirements. E. Warranties: Special warranties specified in this Section. 1.6 QUALITY ASSURANCE A. Safety Glass: Category II materials complying with testing requirements in 16 CFR 1201 and ANSI Z97.1. 1. Subject to compliance with requirements, permanently mark safety glass with certification label of Safety Glazing Certification Council or another certification agency acceptable to authorities having jurisdiction. Glass The Jones Payne Group, Inc 08810-2 Key West International Airport Residential Noise Insulation Program - Phase 1 B. Source Limitations for Tinted Glass: Obtain tinted, heat -absorbing, and light -reducing float glass from one primary -glass manufacturer for each tint color indicated. C. Glazing Publications: Comply with published recommendations of glass product manufacturers and organizations below, unless more stringent requirements are indicated. Refer to these publications for glazing terms not otherwise defined in this Section or in referenced standards. 1. GANA Publications: GANA'S "Glazing Manual" and "Laminated Glass Design Guide." 2. SIGMA Publications: SIGMA TM-3000, "Vertical Glazing Guidelines," and SIGMA TB-3001, "Sloped Glazing Guidelines." 1.7 WARRANTY A. General Warranty: Special warranties specified in this Article shall not deprive Owner of other rights Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by Contractor under requirements of the Contract Documents. B. Manufacturer's Special Warranty on Laminated Glass: Written warranty, made out to Owner and signed by laminated -glass manufacturer agreeing to furnish replacements for laminated -glass units that deteriorate as defined in "Definitions" Article, f.o.b. the nearest shipping point to Project site, within specified warranty period indicated below. Warranty Period: Ten years from date of Substantial Completion. PART 2-PRODUCTS 2.1 PRIMARY FLOAT GLASS A. Float Glass: ASTM C 1036, Type I (transparent glass, flat), Quality q3 (glazing select); class as indicated in schedules at the end of Part 3. 2.2 LAMINATED GLASS A. Laminated Glass: Comply with ASTM C 1172 for kinds of laminated glass indicated and other requirements specified, including those in the Laminated -Glass Schedule at the end of Part 3. B. Interlayer: Interlayer material as indicated below, clear or in colors, and of thickness indicated with a proven record of no tendency to bubble, discolor, or lose physical and mechanical properties after laminating glass lites and installation. 1. Interlayer Material: Polyvinyl butyral sheets or cured resin. C. Laminating Process: Fabricate laminated glass to produce glass free of foreign substances and air or glass pockets as follows: 1. Laminate lites with polyvinyl butyral interlayer in autoclave with heat plus pressure. 2. Laminate lites with laminated glass manufacturer's standard cast -in -place and cured transparent resin interlayer. 2.3 MONOLITHIC FLOAT -GLASS Glass The Jones Payne Group, Inc 08810-3 Key West International Airport Residential Noise Insulation Program - Phase 1 A. Uncoated Clear Float Glass: Where glass as designated below is indicated, provide Type II (transparent glass, flat), Class (tinted) glass lites complying with the following: 1. Uncoated Clear Annealed Float Glass FG-[1]: Annealed or Kind HS (heat strengthened), Condition A (uncoated surfaces) where heat strengthening is required to resist thermal stresses induced by differential shading of individual glass lites and to comply with performance requirements. 2. Uncoated Clear Fully Tempered Float Glass FG-[2]: Kind FT (fully tempered). 2.4 IMPACT RESISTANT GLASS A. Impact Resistant Glass: Where glass of this designation is indicated in drawing, provide glass lites — complying with the following: 1. ASTM E 1996 " Standard Specification for Performance of Exterior Windows, Glazed Curtain Walls, Doors and Storm Shutters Impacted by Wind-borne Debris in Hurricanes" 2. ASTM E 1886 "Standard Test Method for Performance of Exterior Windows, Glazed Curtain Walls, Doors and Storm Shutters Impacted by Missle(s) and Exposed to Cyclic Pressure Differentials" 2.5 MISCELLANEOUS GLAZING MATERIALS A. General: Provide products of material, size, and shape complying with referenced glazing standard, requirements of manufacturers of glass and other glazing materials for application indicated, and with a proven record of compatibility with surfaces contacted in installation. B. Cleaners, Primers, and Sealers: Types recommended by sealant or gasket manufacturer. C. Setting Blocks: Elastomeric material with a Shore A durometer hardness of 85, plus or minus 5. D. Spacers: Elastomeric blocks or continuous extrusions with a Shore A durometer hardness required by glass manufacturer to maintain glass lites in place for installation indicated. E. Edge Blocks: Elastomeric material of hardness needed to limit glass lateral movement (side walking) PART 3 - EXECUTION 3.1 EXAMINATION A. Examine glazing, with Installer present, for compliance with the following: I. Manufacturing and installation tolerances, including those for size, squareness, and offsets at corners. 2. Presence and functioning of weep system. 3. Minimum required face or edge clearances. 4. Effective sealing between joints of glass -framing members. B. Proceed with installation only after unsatisfactory conditions have been corrected. Glass The Jones Payne Group, Inc 08810-4 — Key West International Airport Residential Noise Insulation Program - Phase 1 3.2 PROTECTION AND CLEANING A. Protect exterior glass from damage immediately after installation by attaching crossed streamers to framing held away from glass. Do not apply markers to glass surface. Remove nonpermanent labels, and clean surfaces. B. Protect glass from contact with contaminating substances resulting from construction operations, including weld splatter. If, despite such protection, contaminating substances do come into contact with glass, remove them immediately as recommended by glass manufacturer. C. Examine glass surfaces adjacent to or below exterior concrete and other masonry surfaces at frequent intervals during construction, but not less than once a month, for build-up of dirt, scum, alkaline deposits, or stains; remove as recommended by glass manufacturer. D. Remove and replace glass that is broken, chipped, cracked, abraded, or damaged in any way, including natural causes, accidents, and vandalism, during construction period. E. Wash glass on both exposed surfaces in each area of Project not more than four days before date scheduled for inspections that establish date of Substantial Completion. Wash glass as recommended by glass manufacturer. 3.3 MONOLITHIC FLOAT -GLASS SCHEDULE A. Uncoated Tinted Float Glass: All prime aluminum windows and sliding doors in the program shall be tinted, provide Class 2 (tinted, heat -absorbing, and light -reducing) glass lites complying with the following: 1. Tint Color: [Blue-green] or [Bronze] 2. Visible Light Transmittance: 85-90% outer lite 3. Outdoor Visible Reflectance: Low-e inner lite 4. Uncoated Tinted Fully Tempered Float Glass: Condition A (uncoated surfaces), Kind FT (fully tempered). END OF SECTION 08800 Glass The Jones Payne Group, Inc 08810-5 Key West International Airport Residential Noise Insulation Program - Phase I THIS PAGE INTENTIONALLY LEFT BLANK Glass The Jones Payne Group, Inc 08810-6 09220 — Portland Cement Plaster Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation Key West International Airport Residential Noise Insulation Program — Phase I DIVISION 9 FINISHES SECTION 09220 - PORTLAND CEMENT PLASTER PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division I Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: l . Portland cement plaster. 2. Stucco finishes. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 1 Section "Cutting and Patching" 2. Division 4 Section "Unit Masonry Assemblies" 3. Division 8 Windows and Doors 4. Division 9 Section "Painting" C. The primary work of this section is cutting and patching around the installation of new sound conn-ol door and window products, blending the new stucco work into the existing. Some windows will be enlar_ed to meet egress code requirements. ` 1.3 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of the Contract and Iivision I Specification Sections. B. Product Data for each product specified or intended to be used. C. For Record submittal of Installer's choices of application materials. D. Methods for protecting aluminum surfaces from corrosive contact. 1.4 DELIVERY, STORAGE, AND HANDLING A. Deliver cementitious materials to Project site in original packages, containers, or hundles. lahrled %%ith manufacturer's name, product brand name, and lot number. B. Store materials inside, under cover, and dry, protected fi-om weather, direct sunliuht_ ,urtace contamination, aging, corrosion, and damage from construction traffic and other causes. - Portland Cement Plaster The Jones Payne Group - I Key West International Airport Residential Noise Insulation Program — Phase 1 1.5 PROJECT CONDITIONS A. Environmental Requirements, General: Comply with requirements of referenced plaster application standards and recommendations of plaster manufacturer for environmental conditions before, during, and after plaster application. B. Cold -Weather Requirements: Provide heat and protection, temporary or permanent, as required to protect each coat of plaster from freezing for at least 24 hours after application. Distribute heat Lill ifornll\to prevent concentration of heat on plaster near heat sources, provide deflection or protective screens. C. Warm -Weather Requirements: Protect plaster against uneven and excessive evaporation and from strong, flows of dry air, both natural and artificial. Apply and cure plaster as required b\climatic and joh conditions to prevent dry out during cure period. Provide suitable coverings, MOO Curin``, hilrrlCl_; to deflect sunlight and wind, or combinations of these, as required. D. Exterior Plaster Work: Do not apply plaster when ambient temperature is below 40 de, 1= (a deg C), E. Exterior Plaster Work: Protect plaster against freezing when ambient temperature is belo\\ -10 de_ I (a deg C) by heating materials and providing temporary protection and heat as required by ACI 306R. F. Protect contiguous work from soiling and moisture deterioration caused by plastering. Provide temporary covering and other provisions necessary to minimize harmful spattering of plaster oil other work. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manutacturers offcrin_> products that may be incorporated into the Work include. but are not limited to, the following: I. Stucco: a. Florida Stucco Corp. b. United States Gypsum Co. 2.2 PLASTER MATERIALS A. Base -Coat Cements: Type as indicated below: — 1. Portland cement, ASTM C 150, Type I. B. Job -Mixed Finish -Coat Cement: Material and color as indicated below: 1. Portland cement, ASTM C 150, Type I. C. Cement Color: Pigmented, factory -packaged standard product consisting of white or gray cement combined with colorfast mineral pigments. l . Provide color to match existing conditions. D. Stucco Finish Coat: Manufacturer's standard factory -packaged stucco, including, portland ccmcni. aggregate, coloring agent, and other proprietary ingredients. — Portland Cement Plaster The Jones Pm,ne Group 09„0 - Key West International Airport Residential Noise Insulation Program — Phase I E. Factory -Prepared Finish Coat: Manufacturer's standard factory -packaged blend of portland ccment. ASTM C 150, Type I or III; hydrated lime, Type S, ASTM C 206 or ASTM C 207: agglcLatc. ASTM C 897; and compatible with base coat and finish texture indicated: in color indicated bclo\\ I. Provide color to match existing conditions. F. Lime: Special hydrated lime for finishing purposes, ASTM C 206, Type S; or special hydrated lime: for masonry purposes, ASTM C 207, Type S. G. Sand Aggregate for Base Coats: ASTM C 897. H. Aggregate for Finish Coats: ASTM C 897 system and as indicated below: l . Manufactured or natural sand, white in color. 2.3 MISCELLANEOUS MATERIALS A. Fiber for Base Coat: Alkaline -resistant glass or polypropylene fibers, 1/2 inch (13 nun) lone. free of contaminates, manufactured for use in portland cement plaster. B. Water for Mixing and Finishing Plaster: Potable. C. Bonding Agent: ASTM C 932. D. Protection for adjacent aluminum surfaces. 2.4 PLASTER MIXES AND COMPOSITIONS A. General: Comply with ASTM C 926 (except table 4) for base- and finish -coat mixes as applicable to plaster bases, materials, and other requirements indicated. B. Base -Coat Mixes and Compositions: Proportion materials for respective base coats in parts h yulumc per sum of cementitious materials for aggregates to comply with the following requirements fur each method of application and plaster base indicated. Adjust mix proportions below within limits specified to attain workability. C. Two -Coat Work over Concrete Unit Masonry: Base -coat proportions indicated fi-om options bclo%% I. Base Coat: 1 part portland cement, 3/4 to 1-1/2 parts lime, 3 to 4 parts aggregoatc. 2. Base Coat: I part masonry cement, 3 to 4 parts aggregate. D. Job -Mixed Finish Coats: Proportion materials for finish coats in parts by volume for ccincntitiuus materials and parts by volume per sum of cementitious materials to comply with the requirements: 1. Proportions using sand aggregates as indicated below: a. 1 part portland cement, 3/4 to 1-1/2 parts lime, 3 parts sand. b. 1 part portland cement, 1 part masonry cement, 3 parts sand. E. Factory -Prepared Finish Coats: Add water only: comply with finish coat manufacturer's written instructions. Portland Cement Plaster The.lones Pa>>ne Group f19,20 " 3 Key West International Airport Residential Noise Insulation Program — Phase 1 F. Stucco Finish Coat: Add water only; comply with stucco manufacturer's written instructions. 2.5 MIXING A. Mechanically mix cementitious and aggregate materials for plasters to comply -ith applicahlc rcicrrnrCd application standard and with recommendations of plaster manufacturer. PART 3 - EXECUTION 3.1 COORDINATION A. Confirm Installer's preferred methods and applications as a "for record only" submittal. 3.2 PREPARATIONS FOR PLASTERING A. Clean plaster bases and substrates for direct application of plaster, removing loose material and _ substances that may impair the Work. B. Etch concrete and concrete unit masonry surfaces indicated for direct plaster application. SCrnh with _ acid -etching solution on previously wetted surface and rinse thoroughly with clean eater Itcprat application, if necessary, to obtain adequate suction and mechanical bond of plaster dish coat. bonding agent, or additive is not used). C. Apply bonding agent on concrete and concrete unit masonry surfaces indicated for direct plaster application; comply with manufacturer's written instructions for application. D. Install temporary grounds and screeds to ensure accurate rodding of plaster to true surfaces: ruurdu,atr with scratch -coat work.. E. Waterproofing: Refer to Division 7 Sections for installing waterproofing as indicated. F. Surface Conditioning: Immediately before plastering, dampen concrete and concrete unit truant surfaces that are indicated for direct plaster application, except where a bonding, agent ha, hccn applicd Determine and apply amount of moisture and degree of saturation that will result in optimum suction fur plastering. 3.3 PLASTER APPLICATION A. Plaster Application Standard: Apply plaster materials. composition, and mixes to comp1% ith _ ASTM C 926 except Table 4. B. Do not use materials that are frozen, caked, lumpy, dirty, or contaminated by foreign materials. C. Do not use excessive water in mixing and applying plaster materials. D. Flat Surface Tolerances: Do not deviate more than plus or minus 1/8 inch in 10 feet (3 mill in m) from a true plane in finished plaster surfaces, as measured by a 6-foot (3-m) straightedge placed at any location on surface. Portland Cement Plaster The.lones Panne Group O(P20 - -1 _ Key West International Airport Residential Noise Insulation Program — Phase 1 E. Grout hollow -metal frames, bases, and similar work occurring in plastered areas. with hasc-coat plaster material, and before lathing where necessary. Except where full grouting is indicated or required for lire - resistance rating, grout at least 6 inches (152 nun) at each jamb anchor. F. Sequence plaster application with installation and protection of other work so that neither �\ ill be damaged by installation of other. G. Plaster flush with metal frames and other built-in metal items or accessories that act as a plaster ground, unless otherwise indicated. Where interior plaster is not terminated at metal frame by casing heads, cut base coat free from metal frame before plaster sets and groove finish coat at junctures Willi metal. H. Corners: Make internal corners and angles square; finish external corners flush and true �%ith plaster faces on exterior work. Number of Coats: Apply plaster of composition indicated, to comply with the follo\% in`g requirements Two Coats: Over the following plaster bases: a. Concrete unit masonry. J. Finish Coats: Apply finish coats to comply with the following requirements: 1. Float Finish: Apply finish coat to a minimum thickness of 1/8 inch (3 nun) to completely cover base coat, uniformly floated to a true even plane with fine -textured finish matching existing conditions. 2. Trowel -Textured Finish: Apply finish coat with hand -troweled -textured finish matching existing conditions. K. Moist -cure plaster base and finish coats to comply with ASTM C 926 except Table 4, including written instructions for time between coats and curing in "Annex A2 Design Considerations." 3.4 CUTTING AND PATCHING A. Cut, patch, replace, repair, and point up plaster as necessary to accommodate other work. Repair cracks and indented surfaces. Point -up finish plaster surfaces around items that are built into or penetrate plaster surfaces. Repair or replace work to eliminate blisters, buckles, check cracking, dry outs. eflloresccncr. excessive pinholes, and similar defects. Repair or replace work as necessary to comply with required visual effects. 3.5 CLEANING AND PROTECTING A. Remove temporary covering and other provisions made to minimize spattering of plaster on other work. Promptly remove plaster from door frames, windows, and other surfaces not to be plastered. Repair surfaces stained, marred or otherwise damaged during plastering work. When plastering "ork is completed, remove unused materials, containers, equipment, and plaster debris. B. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and Installer. that ensure plaster work is without damage or deterioration at the time of Substantial Completion. END OF SECTION 09220 Portland Cement Plaster The Jones Papne Group ()9212U - ; Key West International Airport Residential Noise Insulation Program — Phase 1 THIS PAGE INTENTIONALLY LEFT BLANK Portland Cement Plaster The Jones Payne Group 09220 - 6 — 09260 — Gypsum Board Assemblies Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation Key West International Airport Residential Noise Insulation Program — Phase 1 SECTION 09260 - GYPSUM BOARD ASSEMBLIES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Interior gypsum wallboard. 2. Non -load -bearing steel framing. B. Related Sections include the following: 1. Division 6 Section "Rough Carpentry" for wood framing and furring 2. Division 7 Section "Building Insulation" for insulation and vapor retarders installed in gypsum board assemblies. 1.3 DEFINITIONS A. Gypsum Board Terminology: Refer to ASTM C 11 for definitions of terms for gypsum board assemblies not defined in this Section or in other referenced standards. 1.4 SUBMITTALS A. Product Data: For each type of product indicated. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver materials in original packages, containers, or bundles bearing brand name and identification of manufacturer or supplier. B. Store materials inside under cover and keep them dry and protected against damage from weather, direct sunlight, surface contamination, corrosion, construction traffic, and other causes. Stack gypsum panels flat to prevent sagging. 1.6 PROJECT CONDITIONS A. Environmental Limitations: Comply with ASTM C 840 requirements or gypsum board manufacturer's written recommendations, whichever are more stringent. Gypsum Board Assemblies The Jones Payne Group 09260 - 1 Key West International Airport Residential Noise Insulation Program — Phase 1 PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Steel Framing and Furring: a. Dale Industries, Inc. - Dale/Incor. b. National Gypsum Company. -- 2. Gypsum Board and Related Products: a. National Gypsum Company. b. United States Gypsum Co. 2.2 STEEL SUSPENDED CEILING AND SOFFIT FRAMING A. Furring Channels (Furring Members): Commercial -steel sheet with ASTM A 653/A 653M, G40 (Z120), hot -dip galvanized [ zinc coating. — 1. Resilient Furring Channels: 1/2-inch- (12.7-mm-) deep members designed to reduce sound transmission. a. Configuration: Asymmetrical or hat shaped, with face attached to single flange by a slotted leg (web) or attached to two flanges by slotted or expanded metal legs 2.3 STEEL PARTITION AND SOFFIT FRAMING A. Components, General: As follows: 1. Comply with ASTM C 754 for conditions indicated. 2. Steel Sheet Components: Complying with ASTM C 645 requirements for metal and with ASTM A 653/A 653M, G40 (Z120), hot -dip galvanized zinc coating. B. Z-Shaped Furring: With slotted or nonslotted web, face flange of 1-1/4 inches (31.8 mm), wall attachment flange of 7/8 inch (22.2 mm), minimum bare metal thickness of 0.0179 inch (0.45 mm), and depth required to fit insulation thickness indicated. C. Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding power, and other _ properties required to fasten steel members to substrates. 2.4 INTERIOR GYPSUM WALLBOARD A. Panel Size: Provide in maximum lengths and widths available that will minimize joints in each area and correspond with support system indicated. B. Gypsum Wallboard: ASTM C 36. 1. Regular Type: Gypsum Board Assemblies The Jones Payne Group 09260 - 2 Key West International Airport Residential Noise Insulation Program — Phase 1 a. Thickness: 1/2 inch (12.7 mm), unless otherwise indicated. b. Long Edges: Tapered. C. Location: As indicated. 2.5 TRIM ACCESSORIES A. Interior Trim: ASTM C 1047. 1. Material: Galvanized or paper -faced galvanized steel sheet. a. Comerbead: Use at outside corners b. LC -Bead: J-shaped; exposed long flange receives joint compound; use at exposed panel edges. 2.6 JOINT TREATMENT MATERIALS A. General: Comply with ASTM C 475. B. Joint Tape: 1. Interior Gypsum Wallboard: Paper. C. Joint Compound for Interior Gypsum Wallboard: For each coat use formulation that is compatible with other compounds applied on previous or for successive coats. 1. Prefilling: At open joints and damaged surface areas, use setting -type taping compound. 2. Embedding and First Coat: For embedding tape and first coat on joints, fasteners, and trim flanges, use drying -type, all-purpose compound. a. Use setting -type compound for installing paper -faced metal trim accessories. 3. Fill Coat: For second coat, use drying -type, all-purpose compound. 4. Finish Coat: For third coat, use drying -type, all-purpose compound. 2.7 AUXILIARY MATERIALS A. General: Provide auxiliary materials that comply with referenced installation standards and manufacturer's written recommendations. B. Steel Drill Screws: ASTM C 1002, unless otherwise indicated. C. Thermal Insulation: As specified in Division 7 Section "Building Insulation." 2.8 TEXTURE FINISHES A. Available Products: Subject to compliance with requirements, and match existing conditions: Gypsum Board Assemblies The Jones Payne Group 09260 - 3 Key West International Airport Residential Noise Insulation Program — Phase 1 PART 3 - EXECUTION 3.1 EXAMINATION 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. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLING STEEL FRAMING, GENERAL A. Installation Standards: ASTM C 754, and ASTM C 840 requirements that apply to framing installation. B. Install supplementary framing, blocking, and bracing at terminations in gypsum board assemblies to support fixtures, equipment services, heavy trim, grab bars, toilet accessories, furnishings, or similar construction. Comply with details indicated and with gypsum board manufacturer's written recommendations or, if none available, with United States Gypsum's "Gypsum Construction Handbook." C. Do not bridge building control and expansion joints with steel framing or furring members. Frame both sides of joints independently. 3.3 INSTALLING STEEL SUSPENDED CEILING AND SOFFIT FRAMING A. Installation Tolerances: Install steel framing components for suspended ceilings so members for panel attachment are level to within 1/8 inch in 12 feet (3 mm in 3.6 m) measured lengthwise on each member and transversely between parallel members. B. Screw furring to wood framing. C. Install suspended steel framing components in sizes and spacings indicated, but not less than that required by the referenced steel framing and installation standards. 1. Furring Channels (Furring Members): 16 inches (406 mm) o.c. 3.4 INSTALLING STEEL PARTITION AND SOFFIT FRAMING A. Installation Tolerance: Install each steel framing and furring member so fastening surfaces vary not more than 1/8 inch (3 mm) from the plane formed by the faces of adjacent framing. B. Z-Furring Members: 1. Erect insulation vertically and hold in place with Z-furring members spaced 24 inches (610 mm) O.C. 2. Except at exterior corners, securely attach narrow flanges of furring members to wall with concrete stub nails, screws designed for masonry attachment, or powder -driven fasteners spaced 24 inches (600 mm) o.c. 3. At exterior corners, attach wide flange of furring members to wall with short flange extending beyond corner; on adjacent wall surface, screw -attach short flange of furring channel to web of attached channel. At interior corners, space second member no more than 12 inches (300 mm) from corner and cut insulation to fit. 4. Until gypsum board is installed, hold insulation in place with 10-inch (250-mm) staples fabricated from 0.0625-inch- (1.59-mm-) diameter, tie wire and inserted through slot in web of member. Gypsum Board Assemblies The Jones Payne Group 09260 - 4 Key West International Airport Residential Noise Insulation Program — Phase I 3.5 APPLYING AND FINISHING PANELS, GENERAL A. Gypsum Board Application and Finishing Standards: ASTM C 840 and GA-216. B. Install ceiling board panels across framing to minimize the number of abutting end joints and to avoid abutting end joints in the central area of each ceiling. Stagger abutting end joints of adjacent panels not less than one framing member. C. Install gypsum panels with face side out. Butt panels together for a light contact at edges and ends with not more than 1/16 inch (1.5 mm) of open space between panels. Do not force into place. D. Locate edge and end joints over supports, except in ceiling applications where intermediate supports or gypsum board back -blocking is provided behind end joints. Do not place tapered edges against cut edges or ends. Stagger vertical joints on opposite sides of partitions. Do not make joints other than control joints at corners of framed openings. E. Attach gypsum panels to steel studs so leading edge or end of each panel is attached to open (unsupported) edges of stud flanges first. F. Attach gypsum panels to framing provided at openings and cutouts. G. Do not attach gypsum panels across the flat grain of wide -dimension lumber, including floor joists and headers. Float gypsum panels over these members using resilient channels, or provide control joints to counteract wood shrinkage. H. Form control and expansion joints with space between edges of adjoining gypsum panels. 1. Floating Construction: Where feasible, including where recommended in writing by manufacturer, install gypsum panels over wood framing, with floating internal corner construction. J. Space fasteners in gypsum panels according to referenced gypsum board application and finishing standard and manufacturer's written recommendations. Space screws a maximum of 12 inches (304.8 mm) o.c. for vertical applications. 3.6 PANEL APPLICATION METHODS A. Single -Layer Application: 1. On ceilings, apply gypsum panels before wall/partition board application to the greatest extent possible and at right angles to framing, unless otherwise indicated. 2. On partitions/walls, apply gypsum panels vertically (parallel to framing), unless otherwise indicated or required by fire -resistance -rated assembly, and minimize end joints. a. Stagger abutting end joints not less than one framing member in alternate courses of board. b. At stairwells and other high walls, install panels horizontally, unless otherwise indicated or required by fire -resistance -rated assembly. 3. On Z-furring members, apply gypsum panels vertically (parallel to framing) with no end joints. Locate edge joints over furring members. B. Multilayer Application 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 1 framing member, 16 inches (400 mm) minimum, from parallel base -layer joints, unless otherwise indicated or required by fire -resistance -rated assembly. Gypsum Board Assemblies The Jones Payne Group 09260 - 5 Key West International Airport Residential Noise Insulation Program — Phase 1 C. Single -Layer Fastening Methods: Apply gypsum panels to supports with steel drill screws. D. Multilayer Fastening Methods: Fasten base layers and face layers separately to supports with screws. 3.7 INSTALLING TRIM ACCESSORIES A. General: For trim with back flanges intended for fasteners, attach to framing with same fasteners used for panels. Otherwise, attach trim according to manufacturer's written instructions. 3.8 FINISHING GYPSUM BOARD ASSEMBLIES A. General: Treat gypsum board joints, interior angles, edge trim, control joints, penetrations, fastener -- heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for decoration. Promptly remove residual joint compound from adjacent surfaces. B. Prefill open joints and damaged surface areas. C. Apply joint tape over gypsum board joints, except those with trim having flanges not intended for tape. D. Gypsum Board Finish Levels: Finish panels to levels indicated below, according to ASTM C 840, for locations indicated: 1. Level 4: Embed tape and apply separate first, fill, and finish coats of joint compound to tape, fasteners, and trim flanges. 3.9 APPLYING TEXTURE FINISHES A. Surface Preparation and Primer: Prepare and apply primer to gypsum panels and other surfaces receiving texture finishes. Apply primer to surfaces that are clean, dry, and smooth. B. Texture Finish Application: Mix and apply finish using powered spray equipment, to produce a uniform texture free of starved spots or other evidence of thin application or of application patterns. C. Prevent texture finishes from coming into contact with surfaces not indicated to receive texture finish by covering them with masking agents, polyethylene film, or other means. If, despite these precautions, texture finishes contact these surfaces, immediately remove droppings and overspray to prevent damage -- according to texture finish manufacturer's written recommendations. 3.10 FIELD QUALITY CONTROL A. Above -Ceiling Observation: Before Contractor installs gypsum board ceilings, Architect will conduct an above -ceiling observation and report deficiencies in the Work observed. Do not proceed with installation of gypsum board to ceiling support framing until deficiencies have been corrected. 1. Notify Architect Two days in advance of date and time when Project, or part of Project, will be ready for above -ceiling observation. 2. Before notifying Architect, complete the following in areas to receive gypsum board ceilings: a. Installation of ceiling support framing. END OF SECTION 09260 Gypsum Board Assemblies The Jones Payne Group 09260 - 6 — 09911 — Painting (Professional Line Products) Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation Key West International Airport Residential Noise Insulation Program - Phase 1 DIVISION 09— FINISHES SECTION 09911 - PAINTING PARTI-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes surface preparation and field painting of exposed exterior and interior items and surfaces. 1. Surface preparation, priming, and finish coats specified in this Section are in addition to shop priming and surface treatment specified in other Sections. B. Paint exposed surfaces, except where these Specifications indicate that the surface or material is not to be painted or is to remain natural. if an item or a surface is not specifically mentioned. paint the item or surface the same as similar adjacent materials or surfaces. If a color of finish is not indicated. Architect will select from standard colors and finishes available. C. Do not paint finished metal surfaces and labels. I . Finished metal surfaces include the followin,,: a. Anodized aluminum. b. Galvinized steel. 2. Labels: Do not paint over UL, FMG, or other code -required labels or equipment name. identification, performance rating, or nomenclature plates. D. Related Sections include the following: 1. Division 6 Section "Finish Carpentry" for wood siding 2. Division 8 Section "Doors and Windows". 3. Division 9 Section "Gypsum Wallboard Assemblies" 4. Division 9 Section "Portland Cement Plaster" for surface preparation of stucco. 5. Division 9 Section "Exterior Wood Stain." 1.3 DEFINITIONS A. General: Standard coating terms defined in ASTM D 16 apply to this Section. 1. Flat refers to a lusterless or matte finish with a gloss range below 15 when measured at an 85- degree meter. 2. Eggshell refers to low -sheen finish with a gloss range between 20 and 35 when measured at a 60- degree meter. Painting The Jonec Payne Group 0991 1-1 Key West International Airport Residential Noise Insulation Program - Phase 1 3. Semigloss refers to medium -sheen finish with a gloss range between 35 and 70 when measured at a 60-degree meter. 1.4 SUBMITTALS A. Product Data: For each paint system indicated. Include block fillers and primers. _ I. Material List: An inclusive list of required coating materials. Indicate each material and cross- reference specific coating, finish system, and application. Identifv each material h% manufacturer's catalog number and general classification. 2. Manufacturer's Information: Manufacturer's technical information, including label analysis and instructions for handling, storing, and applying each coating material. B. Qualification Data: For Applicator. 1.5 QUALITY ASSURANCE A. Applicator Qualifications: A firm or individual experienced in applying paints and coatings similar in material, design, and extent to those indicated for this Project, whose work has resulted in applications with a record of successful in-service performance. B. Source Limitations: Obtain primers for each coating system from the same manufacturer as the finish coats. C. Benchmark Samples (Mockups): Provide a full -coat benchmark finish sample for each type of coatis, and substrate required. Comply with procedures specified in PDCA P5. Duplicate finish of' uppro�ed sample Submittals. I. Architect will select one room or surface to represent surfaces and conditions for application of each type of coating and substrate. a. Wall Surfaces: Provide samples on at least 100 sq. ft. (9 sq. m). b. Small Areas and Items: Architect will designate items or areas required. 2. Apply benchmark samples, according to requirements for the completed Work, after permanent lighting and other environmental services have been activated. Provide required sheen. color, and texture on each surface. a. After finishes are accepted, Architect will use the room or surface to evaluate cominu. systems of a similar nature. 3. Final approval of colors will be from benchmark samples. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to Project site in manufacturer's original, unopened packages and containers hearing manufacturer's name and label and the following information: 1. Product name or title of material { 2. Product description (generic classification or binder type). 3. Manufacturer's stock number and date of manufacture. 4. Contents by volume, for pigment and vehicle constituents. -- Painting The Jones Pcryne Group 0991 1-2 Key West International Airport Residential Noise Insulation Program - Phase I 5. Thinning instructions. 6. Application instructions. 7. Color name and number. 8. VOC content. B. Store materials not in use in tightly covered containers in a well -ventilated area at a n11mn1Un1 anlhient temperature of 45 deg F (7 deg C). Maintain storage containers in a clean condition, free o1' foreign materials and residue. ` 1. Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily. 1.7 PROJECT CONDITIONS A. Apply waterborne paints only when temperatures of surfaces to be painted and sun-oundin_ air are between 50 and 90 deg F (10 and 32 deg C). B. Apply solvent -thinned paints only when temperatures of surfaces to be painted and surrounding air are between 45 and 95 deg F (7 and 35 deg C). C. Do not apply paint in snow, rain, fog, or mist; or when relative humidity exceeds 85 percent: or at temperatures less than 5 deg F Q deg C) above the dew point, or to damp or wet surfaces. 1. Painting may continue during inclement weather if surfaces and areas to be painted are enclosed and heated within temperature limits specified by manufacturer during application and drying periods. 1.8 EXTRA MATERIALS A. Furnish extra paint materials from the same production run as the materials applied and in the quantities described below. Package with protective covering for storage and identify with labels dcscribinl contents. Deliver extra materials to Owner. ` l . Quantity: Furnish Homeowner with extra paint materials in quantities indicated below a. Exterior, Flat Acrylic Paint: I gal. (3.8 L) of each color applied. b. Exterior, Semigloss Acrylic Enamel: 1 gal. (3.8 L) of each color applied. C. Interior, Low -Luster Acrylic Finish: 1 gal. (3.8 L) of each color applied. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products listed in other Part 2 articles. B. Manufacturers' Names: Shortened versions (shown in parentheses) of the following nlarlufacturers' names are used in other Part 2 articles: 1. Benjamin Moore & Co. (Benjamin Moore). 2. PPG Industries, Inc. (Pittsburgh Paints). Painting The Jones Pgvnc Group OW) I I - Key West International Airport Residential Noise Insulation Program - Phase I 3. Sherwin-Williams Co. (Sherwin-Williams). 2.2 PAINT MATERIALS, GENERAL A. Material Compatibility: Provide block fillers, primers, and finish -coat materials that are compatible with one another and with the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience. B. Material Quality: Provide manufacturer's best -quality paint material of the various coating t%pes specified that are factory formulated and recommended by manufacturer for application indicated. Paint - material containers not displaying manufacturer's product identification will not be acceptable. 1. Proprietary Names: Use of manufacturer's proprietary product names to desi-nate colors or materials is not intended to imply that products named are required to be used to the exclusion of equivalent products of other manufacturers. Furnish manufacturer's material data and certificates of performance for proposed substitutions. C. Colors: As selected by Architect from manufacturer's full range. 2.3 EXTERIOR PRIMERS A. Exterior Concrete and Masonry Primer: Factory -formulated alkali -resistant acrylic - latex primer Iur exterior application. 1. Benjamin Moore; Moore's Latex Exterior Primer No. 102: Applied at a do film thickness ul' nut less than 1.4 mils (0.036 mm). 2. Pittsburgh Paints; 6-603 SpeedHide Interior/Exterior Acrylic Latex Alkali Resistant Primer Applied at a dry film thickness of not less than 1.5 mils (0.038 mm). 3. Sherwin-Williams; Loxon Exterior Masonry Acrylic Primer A24W300: Applied at a do film thickness of not less than 3.0 mils (0.076 mm). B. Exterior Wood Primer for Acrylic Enamels: Factory -formulated alkyd or latex wood primer for exterior application. 1. Benjamin Moore; Moorwhite Primer No. 100: Applied at a dry film thickness of nut less than 2. 1 mils (0.053 mm). 2. Pittsburgh Paints; 72-1 Sun -Proof Exterior House & Trim Wood Primer Flal--Latex: Applied at a dry film thickness of not less than 1.6 mils (0.041 mm). 3. Sherwin-Williams; A-100 Exterior Latex Wood Primer B42W41: Applied at a dry film thickness of not less than 1.4 mils (0.036 mm). C. Exterior Ferrous -Metal Primer: Factory -formulated rust -inhibitive metal primer for exterior application 1. Benjamin Moore; IronClad Alkyd Low Lustre Metal & Wood Enamel No. 163: Applied at it dry film thickness of not less than 1.3 mils (0.033 mm). 2. Pittsburgh Paints; 7-858 Pittsburgh Paints Industrial Rust Inhibitive Steel Primer: Applied at a do film thickness of not less than 1.5 mils (0.038 mm). 3. Sherwin-Williams; Kern Kromik Universal Metal Primer B50NZ6/B50WZ1: Applied at it dr\ film thickness of not less than 3.0 mils (0.076 mm). Painting The .Jones Payne Group 0991 1-4 '- Key West International Airport Residential Noise Insulation Program - Phase I 2.4 INTERIOR PRIMERS A. Interior Gypsum Board Primer: Factory -formulated latex -based primer for interior application. 1. Benjamin Moore; Regal FirstCoat Interior Latex Primer & Underbody No. 216: Applied at a do film thickness of not less than 1.0 mil (0.025 mm). 2. Pittsburgh Paints; 6-2 SpeedHide Interior Quick -Drying Latex Sealer: Applied at a dry lilm thickness of not less than 1.0 mil (0.025 mm). 3. Sherwin-Williams; PrepRite200 Latex Wall Primer B28W200Series: Applied at a dry film thickness of not less than 1.6 mils (0.041 mm). 4. Sherwin-Williams; PrepRite Masonry Primer 1328W300 Series: Applied at a dry film thickness of' not less than 3.0 mils (0.076 trim). B. Interior Wood Primer for Acrylic -Enamel and Semigloss Alkyd -Enamel Finishes: Factory-Iorntulatcd alkyd- or acrylic -latex -based interior wood primer. 1. Benjamin Moore; Moore's Alkyd Enamel Underbody No. 217: Applied at a dry film thickness of not less than 1.4 mils (0.036 mm). 2. Pittsburgh Paints; 6-855 SpeedHide Latex Enamel Undercoater: Applied at a dry film thickness of not less than 1.0 mil (0.025 mm). 3. Sherwin-Williams; PrepRite Classic Interior Primer B28W 101 Series: Applied at a dry film thickness of not less than 1.6 mils (0.041 mm). 2.5 EXTERIOR FINISH COATS A. Exterior Flat Acrylic Paint: Factory -formulated flat acrylic -emulsion latex paint for exterior application. 1. Benjamin Moore; MoorLife Latex House Paint No. 105: Applied at a dry film thicknes, of not less than 1.5 mils (0.038 mm). 2. Pittsburgh Paints; 10 Line Pitt-Cryl Exterior Water Base Paint: Applied at a dry film thicknes, of not less than 1.5 mils (0.038 mm). 3. Pittsburgh Paints; 72 Line Sun -Proof Exterior Flat Latex House Paint: Applied at a do film thickness of not less than 1.5 mils (0.038 mm). 4. Sherwin-Williams; SuperPaint Exterior Latex Flat House and Trim Paint, A80 Series: Applicd at a dry film thickness of not less than 1.4 mils (0.036 mm). B. Exterior Semigloss Acrylic Enamel: Factory -formulated semigloss waterborne acrylic -latex enamel for exterior application. 1. Benjamin Moore; MoorGlo Latex House & Trim Paint No. 096: Applied at it dry film thickness of not less than 1.2 mils (0.031 mrn). 2. Pittsburgh Paints; 78 Line Sun -Proof Semi -Gloss Acrylic Latex House and Trim Paint: Applicd at a dry film thickness of not less than 1.2 mils (0.031 tnm). 3. Sherwin-Williams; SuperPaint Exterior Gloss Latex A-84 Series: Applied at a dry film thickness of not less than 1.4 mils (0.036 mm). 2.6 INTERIOR FINISH COATS A. Interior Low -Luster Acrylic Enamel: Factory -formulated eggshell acrylic -latex interior enamel. 1. Benjamin Moore; Moore's Regal AquaVelvet No. 319: Applied at a dry film thickness of not less than 1.4 mils (0.036 mm). Painting The Jones Payne Group 0991 I -5 Key West International Airport Residential Noise Insulation Program - Phase 1 2. Pittsburgh Paints; 89-Line Manor Hall Interior Eggshell Wall and Trim: Applied at a_ dry film thickness of not less than 1.4 mils (0.036 mnt). 3. Sherwin-Williams; SuperPaint Interior Latex Satin Wall Paint A87 Series: Applied at a dr% film thickness of not less than 1.6 mils (0.041 mm). 2.7 INTERIOR WOOD STAINS AND VARNISHES A. Open -Grain Wood Filler: Factory -formulated paste wood filler applied at spreading rate reconuncuded by manufacturer. l . Benjamin Moore; Benwood Paste Wood Filler No. 238. 2. Pittsburgh Paints; none required. 3. Sherwin-Williams; Sher -Wood Fast -Dry Filler. B. Interior Wood Stain: Factory -formulated alkyd -based penetrating wood stain for interior a1plicati0n applied at spreading rate recommended by manufacturer. 1. Benjamin Moore; Benwood Penetrating Stain No. 234. 2. Pittsburgh Paints; 77-560 Rez Interior Semi -Transparent Oil Stain. 3. Sherwin-Williams; Wood Classics Interior Oil Stain A-48 Series. C. Clear Sanding Sealer: Factory -formulated fast -drying alkyd -based clear wood sealer applied at spreading rate recommended by manufacturer. -- 1. Benjamin Moore; Moore's Interior Wood Finishes Quick -Dry Sanding Sealer No. 413. 2. Pittsburgh Paints; 6-10 SpeedHide Quick -Drying Interior Sanding Wood Sealer and Finish. 3. Sherwin-Williams; Wood Classics Fast Dry Sanding Sealer B26V43. D. Interior Waterborne Clear Satin Varnish: Factory -formulated clear satin acrylic -based polyurethane varnish applied at spreading rate recommended by manufacturer. 1. Benjamin Moore; Stays Clear Acrylic Polyurethane No. 423, Satin. 2. Pittsburgh Paints; 77-49 Rez Satin Acrylic Clear Polyurethane. 3. Sherwin-Williams; Wood Classics Waterborne Polyurethane Satin, A68 Series. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Applicator present, for compliance with requirement, for paint application. Comply with procedures specified in PDCA P4. 1. Proceed with paint application only after unsatisfactory conditions have been corrected and surfaces receiving paint are thoroughly dry. 2. Start of painting will be construed as Applicator's acceptance of surfaces and conditions within a particular area. B. Coordination of Work: Review other Sections in which primers are provided to ensure compatibility of the total system for various substrates. On request, furnish information on characteristics of' finish materials to ensure use of compatible primers. Painting The Jones Papne Group 0991 1-6 — Key West International Airport Residential Noise Insulation Program - Phase 1 Notify Architect about anticipated problems when using, the materials specified over suhsuatc,' primed by others. 3.2 PREPARATION A. General: Remove hardware and hardware accessories, plates, machined surfaces, lighting fi.�tures. and similar items already installed that are not to be painted. If removal is impractical or impossible because of size or weight of the item, provide surface -applied protection before surface preparation and paintin_. After completing painting operations in each space or area, reinstall items removed usin_- workers skilled in the trades involved. B. Cleaning: Before applying paint or other surface treatments, clean substrates of substances that could impair bond of the various coatings. Remove oil and grease before cleaning. Schedule cleaning and painting so dust and other contaminants from the cleaning process will not fall on wet, newly painted surfaces. C. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's written instructions for each particular substrate condition and as specified. l . Provide barrier coats over incompatible primers or remove and reprime. 2. Cementitious Materials: Prepare concrete, concrete unit masonry, cement plaster. and mineral - fiber -reinforced cement panel surfaces to be painted. Remove efflorescence. chalk. dust. dirt. grease, oils, and release agents. Roughen as required to remove glaze. If hardeners or scalers have been used to improve curing, use mechanical methods of surface preparation. a. Use abrasive blast -cleaning methods if recommended by paint manufacturer. b. Determine alkalinity and moisture content of surfaces by performing appropriate tests. II surfaces are sufficiently alkaline to cause the finish paint to blister and burn. correct this condition before application. Do not paint surfaces if moisture content eXcerds that permitted in manufacturer's written instructions. C. Clean concrete floors to be painted with a 5 percent solution of muriatic acid or other etching cleaner. Flush the floor with clean water to remove acid. neutralize with ammonia. rinse, allow to dry, and vacuum before painting. Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral spirits. and sandpaper, as required. Sand surfaces exposed to view smooth and dust off. a. Scrape and clean small, dry, seasoned knots, and apply a thin coat of white shellac or other recommended knot sealer before applying primer. After priming, till holes and imperfections in finish surfaces with putty or plastic wood filler. Sand smooth when dried. b. Prime, stain, or seal wood to be painted immediately on delivery. Prime edges. ends. faces_ undersides, and back sides of wood, including cabinets, counters, cases. and paneling. C. If transparent finish is required, backprime with spar varnish. d. Backprime paneling on interior partitions where masonry, plaster. or other wet wall construction occurs on back side. e. Seal tops, bottoms, and cutouts of unprimed wood doors with it heavy coat ol' varnish or sealer immediately on delivery. Ferrous Metals: Clean ungalvanized ferrous -metal surfaces that have not been shop coated: remove oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent or mechanical cleaning methods that comply with SSPC's recommendations. Painting The Jones Pcrvne Group 0991 1-7 Key West International Airport Residential Noise Insulation Program - Phase 1 a. Blast steel surfaces clean as recommended by paint system manufacturer and accordin-, to SSPC-SP 6/NACE No. 3. ` b. Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat before - priming. C. Touch up bare areas and shop -applied prime coats that have been dama-ed. Wire -brush, clean with solvents recommended by paint manufacturer, and touch up with same primer as the shop coat. D. Material Preparation: Mix and prepare paint materials according to manufacturer's written instructions. Maintain containers used in mixing and applying paint in a clean condition. free ol, forei ,n materials and residue. Stir material before application to produce a mixture of uniform density. Stir as required Burin_ application. Do not stir surface film into material. If necessary, remove surface film and strain material before using. Use only thinners approved by paint manufacturer and only within recommended limits. E. Tinting: Tint each undercoat a lighter shade to simplify identification of each coat when multiple coats of same material are applied. Tint undercoats to match the color of the finish coat, but provide sufficient differences in shade of undercoats to distinguish each separate coat. 3.3 APPLICATION A. General: Apply paint according to manufacturer's written instructions. Use applicators and techniques best suited for substrate and type of material being applied. 1. Paint colors, surface treatments, and finishes are indicated in the paint schedules. 2. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to formation of a durable paint film. 3. Provide finish coats that are compatible with primers used. 4. The term "exposed surfaces" includes areas visible when permanent or built-in fixtures. 1rilles, convector covers, covers for finned -tube radiation, and similar components are in place. Fxtend coatings in these areas, as required, to maintain system integrity and provide desired protection. 5. Paint surfaces behind movable equipment and furniture the same as similar exposed surfaces. Before final installation of equipment, paint surfaces behind permanently fixed equipment or furniture with prime coat only. 6. Paint interior surfaces of ducts with a flat, nonspecular black paint where visible rhrou1h roisters __ or grilles. 7. Paint back sides of access panels and removable or hinged covers to match exposed sm-faccs. 8. Finish exterior doors on tops, bottoms, and side edges the same as exterior faces. 9. Finish interior of wall and base cabinets and similar field -finished casework to match exterior 10. Sand lightly between each succeeding enamel or varnish coat. B. Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated, or other%ise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. The number of coats and film thickness required are the same regardless of application method. Do not apply succeeding coats until previous coat has cured as recommended by manufacturer It sanding is required to produce a smooth, even surface according to manufacturer's \%rnten instructions, sand between applications. Omit primer over metal surfaces that have been shop primed and touchup painted. If undercoats, stains, or other conditions show through final coat of paint, apply additional coats until paint film is of uniform finish, color, and appearance. Give special attention u, ensrirc that Painting The Jones Panne Group Key West International Airport Residential Noise Insulation Program - Phase 1 edges, corners, crevices, welds, and exposed fasteners receive a dry film thickness cyui\alrnt to that of flat surfaces. 4. Allow sufficient time between successive coats to permit proper drying. Do not recoat .un face, until paint has dried to where it feels firm, and does not deform or feel sticky under moderate thumb pressure, and until application of another coat of paint does not cause undercoat to lilt or lose adhesion. C. Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators accordin_ to manufacturer's written instructions. 1. Brushes: Use brushes best suited for type of material applied. Use brush of appropriate size lot - surface or item being painted. 2. Rollers: Use rollers of carpet, velvet -back, or high -pile sheep's wool as recommended b\ manufacturer for material and texture required. 3. Spray Equipment: Use airless spray equipment with orifice size as recommended by manufacturer for material and texture required. D. Minimum Coating Thickness: Apply paint materials no thinner than manufacturer's recommended spreading rate to achieve dry film thickness indicated. Provide total dry film thickness of the entire system as recommended by manufacturer. E. Prime Coats: Before applying finish coats, apply a prime coat, as recommended by manufacturer, to material that is required to be painted or finished and that has not been prime coated by others. Recoat primed and sealed surfaces where evidence of suction spots or unsealed areas in first coat appears, to ensure a finish coat with no burn -through or other defects due to insufficient sealin- F. Pigmented (Opaque) Finishes: Completely cover surfaces as necessary to provide a smooth. opaque surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting, holidays, lap,. brush marks, runs, sags, ropiness, or other surface imperfections will not be acceptable. G. Transparent (Clear) Finishes: Use multiple coats to produce a glass -smooth surface film 01-eve11 IUSter Provide a finish free of laps, runs, cloudiness, color irregularity, brush marks, orange peel. nail holes. or other surface imperfections. Provide satin finish for final coats. H. Stipple Enamel Finish: Roll and redistribute paint to an even and fine texture. Leave no evidence of - rolling, such as laps, irregularity in texture, skid marks, or other surface imperfections. Completed Work: Match approved samples for color, texture, and coverage. Remove, relinish. or repaint work not complying with requirements. 3.4 CLEANING A. Cleanup: At the end of each workday, remove empty cans. rags, rubbish, and other discarded paint materials from Project site. After completing painting, clean glass and paint -spattered surfaces. Remove spattered paint hN washing and scraping without scratching or damaging adjacent finished surfaces. 3.5 PROTECTION A. Protect work of other trades, whether being painted or not, against damage from painting. Correct damage by cleaning, repairing or replacing, and repainting, as approved by Architect. Painting TheJones Panne Group 0991 1.9 Key West International Airport Residential Noise Insulation Program - Phase 1 B. Provide "Wet Paint" signs to protect newly painted finishes. After completing painting operations, remove temporary protective wrappings provided by others to protect their work. 1. After work of other trades is complete, touch up and restore damaged or defaced painted surlacr,. Comply with procedures specified in PDCA Pl. 3.6 EXTERIOR PAINT SCHEDULE A. Concrete, Stucco, and Masonry (Other Than Concrete Unit Masonry): Provide the tollo„ in; Ilni.h systems over exterior concrete, stucco, and brick masonry substrates: 1. Flat Acrylic Finish: Two finish coats over a primer. a. Primer: Exterior concrete and masonry primer. b. Finish Coats: Exterior flat acrylic paint. B. Smooth Wood: Provide the following finish systems over smooth wood siding, wood trim. and other smooth exterior wood surfaces: 1. Semigloss Acrylic -Enamel Finish: Two finish coats over a primer. a. Primer: Exterior wood primer for acrylic enamels. b. Finish Coats: Exterior semigloss acrylic enamel. C. Wood Trim: Provide the following finish systems over exterior wood trim: 1. Semigloss Acrylic -Enamel Finish: Two finish coats over a primer. a. Primer: Exterior wood primer for acrylic enamels. b. Finish Coats: Exterior semigloss acrylic enamel. D. Plywood: Provide the following finish systems over exterior plywood: 1. Flat Acrylic Finish: Two finish coats over a primer. a. Primer: Exterior wood primer for acrylic enamels. b. Finish Coats: Exterior flat acrylic paint. E. Ferrous Metal: Provide the following finish systems over exterior ferrous metal. Primer is not required on shop -primed items. 1. Semigloss Acrylic -Enamel Finish: Two finish coats over a rust -inhibitive primer. a. Primer: Exterior ferrous -metal primer. b. Finish Coats: Exterior semigloss acrylic enamel. 3.7 INTERIOR PAINT SCHEDULE A. Gypsum Board: Provide the following finish systems over interior gypsum board surfaces: 1. Low -Luster Acrylic -Enamel Finish Two finish coats over a primer. a. Primer: Interior gypsum board primer. Painting The Jones Pcgvne Group 090 1 1- I It Key West International Airport Residential Noise Insulation Program - Phase I b. Finish Coats: Interior low -luster acrylic enamel. B. Wood and Hardboard: Provide the following paint finish systems over new interior wood surfaces: 1. Low -Luster Acrylic -Enamel Finish: Two finish coats over a primer. a. Primer: Interior wood primer for acrylic -enamel and semigloss alkyd -enamel linishe,. b. Finish Coats: Interior low -luster acrylic enamel. 3.8 INTERIOR STAIN AND NATURAL -FINISH WOODWORK SCHEDULE A. Stained Woodwork: Provide the following stained finishes over nevv interior woodwork: 1. Waterborne Stain Satin -Varnish Finish: Two finish coats of waterborne clear satin varnish over it sealer coat and waterborne interior wood stain. Wipe wood filler before applying stain. a. Filler Coat: Open -grain wood filler. b. Stain Coat: Interior wood stain. C. Sealer Coat: Clear sanding sealer. d. Finish Coats: Interior waterborne clear satin varnish. B. Natural -Finish Woodwork: Provide the following, natural finishes over new interior woodwork: 1. Waterborne Satin -Varnish Finish: Two finish coats of waterborne clear satin varnish over it sanding sealer. Wipe wood filler before applying stain. a. Filler Coat: Open -grain wood filler. b. Sealer Coat: Clear sanding sealer. C. Finish Coats: Interior waterborne clear satin varnish. END OF SECTION 09911 Painting The .lonec Panne Group 0991 1- I I Key West International Airport Residential Noise Insulation Program - Phase 1 THIS PAGE INTENTIONALLY LEFT BLANK Painting The Jones Payne Group 09911-12 -- 09931 — Exterior Stains Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation Key West International Airport Residential Noise Insulation Program - Phase I DIVISION 09 — FINISHES SECTION 09931 - EXTERIOR WOOD STAINS PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes surface preparation and the application of wood stains to exterior wood surfaces. B. Related Sections include the following: 1. Division 9 Sections "Painting" for other exterior coatings and for stained and natural -finished interior woodwork. 1.3 SUBMITTALS A. Product Data: For each type of stain indicated. I. Material List: An inclusive list of required stain materials. Indicate each material and cross reference the specific stain system and application. Identify each exterior wood stain naterial h\ manufacturer's catalog number and general classification. 2. Manufacturer's Information: Manufacturer's technical information, includin, label analysis inl instructions for handling, storing, and applying each exterior wood stain. B. Qualification Data: For Applicator. 1.4 QUALITY ASSURANCE A. Applicator Qualifications: A firm or individual experienced in applying exterior wood stains similar in material, design, and extent to those indicated for this Project, whose work has resulted in applications with a record of successful in-service performance. B. Benchmark Samples (Mockups): Provide a full -coat benchmark finish sample for each t\pc of stain and substrate required. Comply with procedures specified in PDCA P5. Duplicate finish ufapproved sample Submittals. I. Architect will select one surface to represent surfaces and conditions for application of cach t\ pe of stain and substrate. a. Small Areas and Items: Architect will deli hate items or areas required. zn Exterior Stain The Jones Payne Group 09931-1 Key West International Airport Residential Noise Insulation Program - Phase 1 2. Apply benchmark samples according to requirements for the completed Work. a. After finishes are accepted, Architect will use benchmark samples to evaluate stain systems of a similar nature. 3. Final approval of colors will be from benchmark samples. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to Project site in manufacturer's original, unopened containers bearing manufacturer's name and label and the following information: l . Product name or title of material. 2. Product description (generic classification). 3. Manufacturer's stock number and date of manufacture. 4. Contents by volume, for pigment and vehicle constituents. 5. Thinning instructions. 6. Application instructions. 7. Color name and number. 8. Handling instructions and precautions. 9. VOC content. B. Store materials not in use in tightly covered containers in a well -ventilated area at a minimum ambient temperature of 45 deg F (7 deg C). Maintain storage containers in a clean condition, free of foreign materials and residue. 1. Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily. 1.6 PROJECT CONDITIONS A. Temperature Limitations: Apply stains only when temperatures of surfaces to be stained and the surrounding air are between 45 deg F (7 deg C) and 90 de, F (32 deg C) for oil -based stain. or hcit \cen 50 deg F (10 deg C) and 90 deg F (32 deg C) for latex -based stain. B. Weather Limitations: Do not apply stain in snow, rain, fog, or mist: when relative humidity exceeds 85 percent; when temperatures are less than 5 deg F (3 deg C) above the dew point: or to damp or kvet _ surfaces. 1. Allow wet surfaces to dry thoroughly and attain temperature and conditions specilicd beforc _ starting or continuing with coating operation. 1.7 EXTRA MATERIALS A. Furnish extra stain materials from the same production run as the materials applied and in (.1uantities described below. Package with protective covering for storage and identify with labels describing contents. Deliver extra materials to Owner. l . Quantity: Furnish Owner with extra stain materials in quantities indicated below: a. Semitransparent Stain: 1 gal. (3.8 L) of each color applied. Exterior Stain The Jones Panne Grotq) wm , I -� Key West International Airport Residential Noise Insulation Program - Phase I PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, those listed in other Part 2 articles. B. Manufacturers' Names: Shortened versions (shown in parentheses) of the folloxvin_ manufacturers names are used in other Part 2 articles: 1. Benjamin Moore & Co. (Benjamin Moore). 2. PPG Industries, Inc. (Pittsburgh Paints). 3. Sherwin-Williams Co. (Sherwin-Williams). 2.2 EXTERIOR WOOD STAIN MATERIALS, GENERAL A. Stain -Material Quality: Provide manufacturer's best -quality stain material of the various stain types specified that are factory formulated and recommended by manufacturer for application indicatcd. Stain - material containers not displaying manufacturer's product identification will not be acceptable. I. Proprietary Names: Use of manufacturer's proprietary product names to designate color, or materials is not intended to imply that products named are required to be used to the exclu,ion of equivalent products of other manufacturers. Furnish manufacturer's material data and certilicate, of performance for proposed substitutions. B. Colors: As indicated by manufacturer's designations] [As selected by Architect from manufacturer's full range. 2.3 EXTERIOR WOOD STAIN PRODUCTS A. Semitransparent Oil/Alkyd Stain: Factory -formulated oil- or oil/alkyd-resin-based semitransparent ��uud stain applied at spreading rate recommended by manufacturer. 1. Benjamin Moore: Moorwood Semi -Transparent Stain & Wood Preservative No. 081. 2. Pittsburgh Paints: 77-900 Series Rez Exterior Water Repellent Semi -Transparent Oil Stains, 3. Sherwin-Williams: Exterior Alkyd Semi -Transparent Wood Preservative Stain A 14 Series, PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Applicator present, for compliance with requirements fur stain application. Surfaces to be stained must be thoroughly dry before stains are applied. Comply procedures specified in PDCA P4. 1. Proceed with stain application only after unsatisfactory conditions have been corrected. 2. Start of application will be construed as Applicator's acceptance of surfaces and conditions. B. Coordination of Work: Review other Sections in which coatings are provided to ensure compatibility of' the total system for various substrates. - Exterior Stain The Jones Pnpne Group ()99 3 I - , Key West International Airport Residential Noise Insulation Program - Phase I -- 3.2 PREPARATION A. General: Remove hardware and hardware accessories, plates, machined surfaces, lighting fiXtUreS. and similar items already installed that are not to be stained. If removal is impractical or impossihle hecause of size or weight of item, provide surface -applied protection before surface preparation and staimil 1. After completing staining operations, reinstall items removed using workers skilled in wades involved. B. Surface Preparation: Clean and prepare surfaces to be stained according to manufactUrCI's Written instructions for each particular substrate condition and as specified. Allow unseasoned or shim ne\k wood to weather three months before staining. 1. Remove surface dirt, oil, or grease by washing with a detergent solution: rinse thoroughl' with clean water and allow to dry. Remove grade stamps and pencil marks by sanding Remukc loose wood fibers by brushing. 2. Remove mildew by scrubbing with a commercial wash formulated for mildew removal and as recommended by stain manufacturer. 3. Countersink steel nails, if used, and fill with putty tinted to final color to eliminate rust leach stains. 4. Previously Stained Work: Renail loose or warped shingles or siding usinggalvanized or aluminum nails. C. Mixing: Mix and prepare stains according to manufacturer's written instructions. Stir stain thoroughly before applying and frequently during application to maintain color consistency. 1. Maintain containers used in mixing and application in a clean condition, tree of foreign materials and residue. 2. Stir material before application to produce a mixture of uniform density. Stir as required during application. Do not stir surface film into material. If necessary, remove surface film and then strain material before using. _ 3.3 APPLICATION A. Minimum Spreading Rate: Apply stain at manufacturer's recommended spreading rate to ensure proper penetration. Use applicators and techniques best suited for substrate and type of stain material heillL applied. 1. Do not apply stain on surfaces that are not sufficiently dry. Ensure that each coat is dry and hard before applying succeeding coat. B. Apply stain evenly with brush, roller, or spray. Thoroughly stain edges and ends of boards. Brush out excess stain that collects in butts of shingles or boards. Avoid staining in direct sunlight. l . Brushes: Use brushes best suited for type of material applied. Use brushes of appropriate size for surface being stained. 2. Vertical Siding: Start at the top with several boards and continue to the bottom to avoid lap marks; maintain a wet edge for a uniform finish and to avoid lap marks. 3. Horizontal Siding: Start at one edge and continue through to a logical break. such d , a door. window, or corner; maintain a wet edge for a uniform finish and to avoid lap marks. 4. Drying Time: Allow three to five days between coats. Exterior Stain The Jones Panne Group 0O9 ; 1-4 — Key West International Airport Residential Noise Insulation Program - Phase I 3.4 CLEANING A. Cleanup: At the end of each workday, remove empty cans, rags, rubbish. and other discarded nimcrials from Project site. 1. After completing staining, clean window glass and other surfaces. Remove spattered stain h% proper methods without scratching or damaging adjacent finished surfaces. 3.5 PROTECTION A. Protect work of other trades, whether being stained or not, against damage from stainin-. Correct damage by cleaning, repairing or replacing, and restaining as approved by Architect. B. Provide "Wet Paint" signs to protect newly stained finishes. After completing staining uperations. remove temporary protective wrappings provided by others to protect their work. 1. After work of other trades is complete, touch up and restore damaged or defaced stained surface,. Comply with procedures specified in PDCA PI. 3.6 EXTERIOR WOOD STAIN SCHEDULE A. Exterior Wood Siding: Provide the following stain systems on exterior wood siding, shingles. shakes. and wood trim including fasciae and soffits: 1. Semitransparent Oil/Alkyd Finish: Two coats. a. Stain Coats: Semitransparent oil/alkyd stain. END OF SECTION 09931 Exterior Stain The Jones Payne Group 0993 1--� Key West International Airport Residential Noise Insulation Program - Phase 1 THIS PAGE INTENTIONALLY LEFT BLANK Exterior Stain The Jones Payne Group 09931-6 -- Bidding and Contracting Requirements 10700 — Exterior Protection URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation Key West International Airport Residential Noise Insulation Program — Phase 1 DIVISION 10 - SPECIALTIES SECTION 10700 — EXTERIOR PROTECTION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Section includes exterior Bahama, Rolling Colonial and Removable Panel wind protection shutters. 2. All doors and windows not rated as impact resistant will receive storm protection as indicated on drawings. B. Owner -Furnished Material: Where Owners have approved storm products meeting current Key West City wind loads for Exposure B, they may remain and are noted as remove and reinstall on the drawings. C. Related Sections include the following: I. Division I Section 01210 "Allowances" for replacement of Rolling Storm panels at the Sipos residence. 2. Division 1 Section 01270 "Unit Prices" 3. Division 4 Section 04810 "Masonry Unit Assemblies" 4. Division 1 Section 01731 "Cutting and Patching" 5. Division 8 Section 08580 "Aluminum Windows" 6. Division 8 Section 08128 and 08163 "Aluminum Sliding and French Doors" 1.3 PERFORMANCE REQUIREMENTS A. Structural Performance: Provide storm protection capable of withstanding the effects the following loads and stresses within limits and under conditions indicated: 1. Wind Loads: Determine loads based on the following minimum design wind pressures: a. Uniform wind load pressure of 150mph (or as required by the City of Key West) rated to comply with Exposure B, acting inward or outward. 2. Storm Resistance: a. Products shall be certified to meet the Large Missile Impact Test, the Static Load Test and the Cyclic Air Pressure Test. _, ,, Exterior Protection The Jones Payne Group 10700 - 1 Key West International Airport Residential Noise Insulation Program — Phase 1 1.4 SUBMITTALS A. Product Data: Submit manufacturer's complete product data for all specified components, including specifications, finish information and installation instructions. B. Shop Drawings: Submit shop drawings showing layout, sizes and types, product materials, components and accessories, fabrication data, finishes, rough -in dimensions, anchorage and installation requirements and details. Prepared by or under the supervision of a qualified professional engineer detailing fabrication and assembly of hurricane protection as well as procedures and diagrams 1. For installed products indicated to comply with design loads, include structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation. C. Samples for Initial Selection: For each type of shutter indicated. 1. Submit minimum six inch length of blade and track section. Include manufacturer's standard array of color finishes for selection by Architect.. D. Product Certificates: For each type of hurricane protection provide Manufacturer's certification that design criteria meets specified requirements signed by product manufacturer. _ E. Manufacturer Certificates: Signed by manufacturers certifying that they comply with requirements. F. Qualification Data: For Installer, and manufacturer — G. Warranties: Submit, for Owner's acceptance, manufacturer's standard warranty document executed by an authorized company official indicating one-year installation warranty and three-year extended product warranty. H. Other Information Submittals: As follows: 1. Submit detailed maintenance requirements and operating instructions. 2. Provide certification for the Homeowners to supply confirming conformance with Florida Windstorm Underwriter's Insurance. 1.5 QUALITY ASSURANCE A. Installer Qualifications: Use only manufacturer's factory trained installers or qualified licensed installers approved by shutter manufacturer. 1. Engineering Responsibility: Preparation of data for wind load on protection products and for structural design of anchorage to existing residences including Shop Drawings, based on testing and engineering analysis of manufacturer's standard units in assemblies similar to those indicated for this Project. B. Manufacturer Qualifications: Maintain, within 120 miles of Project site, a service center capable of providing training, parts, and emergency maintenance repairs. C. Source Limitations: Obtain products for individual residences through one source from a single manufacturer. D. Regulatory Requirements: Comply with all local and governing code requirements including: 1. Florida Building Code 2001 Exterior Protection The Jones Payne Group 10700 - 2 _ Key West International Airport Residential Noise Insulation Program — Phase 1 2. Key West Municipal Ordinances E. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Management and Coordination." Review methods and procedures related to hurricane protection including, but not limited to, the following: 1. Review structural load limitations. 2. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. 3. Review required certifying procedures. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver components in manufacturer's original, unopened, undamaged containers with identification labels intact. Store components protected from harmful weather conditions and damage from other construction activity. Do not deliver products to the work site until ready for installation. Do not store products overnight at the residences. 1.7 PROJECT CONDITIONS A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit installation to be performed according to manufacturers' written instructions and warranty requirements. B. Field Measurements: Verify openings by field measurements before fabrication and indicate measurements on Shop Drawings. 1.8 WARRANTY A. Special Warranty: The manufacturer agrees to repair or replace components of storm protection that fail in materials or workmanship within specified warranty period. Failures include, but are not limited to, the following: 1. Structural failures 2. Faulty operation . 3. Deterioration of metals, metal finishes, and other materials beyond normal weathering. B. Warranty Period: One year for Installation and Three years for product from date of Substantial Completion. PART 2-PRODUCTS 2.1 PRODUCTS A. Products: Subject to compliance with the above requirements, provide one of the following: 1. Bahama Shutters a. Where Homeowners currently have awnings, provide bahama shutters as indicated by the AWN designation. Exterior Protection The Jones Payne Group 10700 - 3 Key West International Airport Residential Noise Insulation Program — Phase 1 b. Louver blades to be fabricated at a minimum of 0.50 thick extruded 6063-T6 aluminum alloy bars. C. Rails consist of extruded shapes of aluminum alloy 6063-T6. Run vertically and provide lateral support for louver blades. d. Fasteners shall have a separate notice of acceptance. Fasteners shall be made of stainless steel and have adequate isolation protection against reactions to joined materials. Fasteners must be protected against contamination, corrosion and damage at all times. Use types and sizes of fasteners as designated in engineered shop drawings. e. Each unit shall bear a permanent label with the manufacturer's name and location and the statement: "Miami/Dade Product Control Approved". 2. Storm Panels a. Where Homeowners currently have no approved or permanent storm protection system, provide removable storm panel shutters as indicated by the PAN designation in the drawings. b. Provide precision roll formed structural panels in aluminum or galvanized steel C. Rails consist of extruded shapes of aluminum alloy 6063-T6 or galvanized steel. Run vertically and provide lateral support as required for system. Mount rails permanently to structure. Provide finished or painted to match existing finishes. d. Fasteners shall have a separate notice of acceptance. Fasteners shall be made of stainless steel and have adequate isolation protection against reactions to joined materials. Fasteners must be protected against contamination, corrosion and damage at all times. Use types and sizes of fasteners as designated in engineered shop drawings. e. Each unit shall bear a permanent label with the manufacturer's name and location and the statement: "Miami/Dade Product Control Approved". 3. Rolling Colonial Shutters a. Where Homeowners currently have Colonial Storm Shutters, as opposed to decorative shutters, provide Rolling Colonial shutters as indicated by the COL designation. b. Louver blades to be fabricated at a minimum of 0.50 thick extruded 6063-T6 aluminum alloy bars. C. Rails consist of extruded shapes of aluminum alloy 6063-T6. Run vertically and provide lateral support for louver blades. d. Fasteners shall have a separate notice of acceptance. Fasteners shall be made of stainless steel and have adequate isolation protection against reactions to joined materials. Fasteners must be protected against contamination, corrosion and damage at all times. Use types and sizes of fasteners as designated in engineered shop drawings. e. Each unit shall bear a permanent label with the manufacturer's name and location and the statement: "Miami/Dade Product Control Approved". Exterior Protection The Jones Payne Group 10700 - 4 s Key West International Airport Residential Noise Insulation Program — Phase 1 2.2 FINISHES, GENERAL A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. 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 acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. 2.3 ALUMINUM FINISHES A. General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Finish designations prefixed by AA comply with the system established by the Aluminum Association for designating aluminum finishes. 1. Color: As selected by Architect from the full range of industry colors and color densities. C. Baked -Enamel Finish: AA-C12C42R1x (Chemical Finish: cleaned with inhibited chemicals; Chemical Finish: acid -chromate -fluoride -phosphate conversion coating; Organic Coating: as specified below). Apply baked enamel complying with paint manufacturer's written instructions for cleaning, conversion coating, and painting. 1. Color: As selected by Architect from manufacturer's full range. 2.4 GALVANIZED STEEL FINISHES A. General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's written instructions for each particular substrate condition and as specified. C. Surface Preparation: Clean surfaces with nonpetroleum solvent so surfaces are free of oil and other contaminants. After cleaning, apply a conversion coating suited to the organic coating to be applied over it. Clean welds, mechanical connections, and abraded areas, and apply galvanizing repair paint specified below to comply with ASTM A 780. Galvanizing Repair Paint: High -zinc -dust -content paint for regalvanizing welds in steel, complying with SSPC-Paint 20. D. Factory Priming for Field -Painted Finish: Where field painting after installation is indicated, apply the air-dried primer specified below immediately after cleaning and pretreating. Shop Primer: Zinc -dust, zinc -oxide primer complying with performance requirements in FS TT- P-641, Type If. Exterior Protection The Jones Payne Group 10700 - 5 Key West International Airport Residential Noise Insulation Program — Phase 1 PART 3 - EXECUTION 3.1 EXAMINATION A. Examine existing conditions with installer, anchorage engineer, or manufacturer present for compliance — with requirements for installation tolerances, and other conditions affecting performance of hurricane protection. Verify conditions of substrates to determine if acceptable for shutter installation in accordance with manufacturer's instructions. Correct all unsatisfactory conditions prior to commencing shutter installations. 3.2 INSTALLATION, GENERAL A. Install track and all shutter components to comply with project shop drawings and manufacturer's written installation requirements. l . Where metal surfaces are in contact with masonry, concrete or dissimilar metals, protect manu- facturer's recommended isolation coatings or tape. B. After installation, lubricate, test and adjust shutter components to operate properly and free from distortion. 3.3 CLEANING AND PROTECTION A. Clean installed components in accordance with manufacturer's instructions prior to Owner's acceptance. Properly remove from the site all debris remaining from this installation. B. Comply with manufacturer's recommendations and protect completed storm protection installations from damage during remaining construction so as not to void warranty. 3.4 DEMONSTRATION A. Provide training to the Homeowner's in the proper installation and locking of their storm protection. Provide training and operations instruction for the Homeowner and supply approved maintenance and operations manual as called for in the submittals. Provide verification to the Resident Inspector of the Homeowner training. END OF SECTION 10700 Exterior Protection The Jones Payne Group 10700 - 6 15010 — Mechanical General Requirements Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation Key West International Airport Residential Noise Insulation Program - Phase 1 DIVISION 15 - MECHANICAL SECTION 15010 - MECHANICAL GENERAL REQUIREMENTS PART I —GENERAL 1.01 SCOPE OF WORK A. The Contractor's mechanical work for this project primarily consists of removing existing residential split HVAC system components and replacing them with new equipment and installing split HVAC systems in residences that do not now have one. 1.02 RELATED DOCUMENTS A. Mechanical requirements specified in this Section apply to all Division 15 Section documents included in this Contract. B. The General provisions of the Contract, including General and Supplementary Conditions apply to all sections of Division 15. C. Related Sections for this project: 1. 15100, HVAC Systems In An Unconditioned Residence. 2. 15200, HVAC Systems In A Conditioned Residence. 3. 15300, HVAC System Test and Balance (T&B) 4. 16050, Basic Electrical Materials and Methods 1.03 CONTRACTOR AND SUBCONTRACTOR QUALIFICATIONS A. All Contractors and Subcontractors working on this project shall be licensed by the State of Florida, Monroe County, and Key West, as applicable. B. The Contractor for this project shall furnish information in the form of a notarized letter on company letterhead stating that the firm has been successfully managing and coordinating the work of multiple HVAC installation projects for at least 5 years prior to the bid date for this project. C. The Subcontractor(s) for this project shall also furnish information in the form of a notarized letter on company letterhead stating that the firm has been successfully repairing, replacing and installing residential HVAC equipment for at least 5 years prior to the bid date for this project. D. The Contractor and Subcontractor notarized letter(s) shall indicate the number of residential, 5 tons and under, HVAC system replacement -installation projects as a percent of all projects and provide a list of these projects with brief descriptions, cost, size, dates, names and telephone numbers. 1.04 CONTRACTOR AND SUBCONTRACTOR RESPONSIBILITIES A. Furnish all materials, equipment and labor and perform all the operations in connection with the construction and installation of the Division 15 Mechanical Systems described in the drawings and the Division 15 specifications herein and according to the terms and conditions of the contract documents. Mechanical - General RCT Engineering, Inc. 15010-1 Key West International Airport Residential Noise Insulation Program - Phase I _ B. Obtain all permits and licenses, and pay all fees as required for execution of the Contract. Arrange for necessary inspections required by the county and other authorities having jurisdiction, and present certificates of approval to the Resident Inspector. "T C. All required insurance shall be provided by the Contractor for protection against public liability and property damage for the duration of the project D. The Contractor shall provide personnel or Subcontractor(s) with the experience, equipment and certified training that will ensure this work provides high quality HVAC systems in a timely and thoroughly professional manner. In addition, the Contractor shall provide a person qualified and certified to complete the applicable energy efficiency forms per the State of Florida Energy Efficiency Code for Building Construction, 1997. E. The Contractor shall be responsible for coordinating all personnel, trades and Subcontractors required for this project and the scheduling of their work to preclude work and space interference between them. F. If interference occurs because equipment installation was not coordinated between Subcontractors, the responsible Subcontractor shall make the necessary changes without extra charges. Provide all temporary utilities as required during the project except those that obviously exceed general practice G. The Contractor shall be responsible for the completed system being in accordance with the contract drawings, general notes and the specifications in Sections 15100, 15200, 15300 and the HVAC requirements of 16050. _. H. The Mechanical Drawings are diagrammatic in nature except where specific dimensions, or specific details, are shown. I. The Contractor and Subcontractors shall visit the residences for exact locations of equipment, building dimensions, architectural details and conditions affecting the mechanical work. J. If equal products from qualified manufacturers are offered as a substitution and accepted, the Contractor is responsible for coordinating all the changes that affect the installation and the Subcontractors. K. The Contractor must obtain approval from the Architect or Engineer before executing any deviations from the drawings and these specifications. L. The Contractor shall be responsible for repairing or replacing any damage done to the new equipment or the Homeowner's residence and its surroundings. 1.05 REFERENCES, CODES, AND STANDARDS A. For this project all work shall comply with the latest versions of the State of Florida Minimum Building codes and the following codes as amended by Monroe County and the City of Key West. 1. SBCCI Standard Building Code (SBC). 2. SBCCI Standard Mechanical Code (SMC). _. 3. SBCCI Standard Gas Code (SGC) 4. NFPA-70, National Electrical Code (NEC) 5. NFPA-90A, Installation of Air Conditioning and Ventilation Systems 6. 1997 NFPA 101, Life Safety Code. B. When applicable, State of Florida Energy Efficiency Code for Building Construction, 1997 Mechanical - General RCT Engineering, Inc. 15010-2 Key West International Airport Residential Noise Insulation Program - Phase 1 C. In addition, for this project all work shall comply with the applicable standards of the following agencies and organizations as specifically referenced in the above codes, hereinafter and in Sections 15100, .15200, and 15300. 1. Air Distribution Council (ADC). 2. Air Filter Institute (AFI) 3. Air Movements and Control Association (AMCA) 4. American Gas Association (AGA) 5. American National Standards Institute (ANSI). 6. American Society of Heating, Refrigeration and Air Conditioning Engineers (ASHRAE) 7. American Society of Mechanical Engineers (ASME). 8. American Society for Testing and Materials (ASTM). 9. American Standards Association (ASA) 10. American Welding Society (AWS) 11. Association Air Balance Council (AABC) 12. Federal Specifications (FS). 13. National Environmental Balancing Bureau (NEBB) 14. Occupational Safety and Health Act (OSHA). 15. Plastic Piping Institute (PPI) 16. Sheet Metal and Air Conditioning Contractors of America (SMACNA) 17. Underwriters' Laboratories, Inc. (UL). C. Where different sections of any of the aforementioned codes and regulations, or the Contract Documents, require different materials, methods of construction or other requirements, the most restrictive shall govern. In any conflict between a general provision and a special provision, the special provision shall govern. In case of differences between the drawings and the specifications, or where the drawings and specifications are not clear, the subject shall be referred to the Resident Inspector for clarification and instructions. 1.06 GUARANTEE A. Guarantees for a period of one full year and, where specified, manufacturer's warranties greater than one year shall be provided from the date of final acceptance for all the mechanical equipment and - systems installed for this project. Final acceptance means the time that beneficial occupancy has been confirmed in writing to the Contractor. B. The guarantee shall be against defective/failed materials, design, workmanship and system performance. Defective/failed means not up to manufacturer's or design performance. C. Upon receipt of notice from the Resident Inspector of a defect/failure of any part of the guaranteed equipment, system function or its performance during the guarantee period, the Contractor shall promptly replace the affected part or parts with new parts and make the necessary adjustments to reset the system performance to that of final acceptance. Promptly shall mean not less than two business days after the Contractor is notified. D. The expense for all parts and equipment, adjustments and labor, including those being provided under the manufacturer's warranty, shall be borne by the Contractor. PART 2 -PRODUCTS 2.01 SPECIFICATIONS AND DRAWINGS A. The contract drawings indicate the extent and general arrangements of the mechanical systems. The specifications and drawings are considered as supplementary one to the other. Materials and labor Mechanical - General RCT Engineering, Inc. 15010-3 Key West International Airport Residential Noise Insulation Program - Phase 1 indicated and called for or implied by one and not the other shall be supplied and installed as though specifically called for in both. B. Equipment, ductwork and piping arrangement shall fit into the space allocated and provide clearances for servicing and maintenance per the specified codes and standards. Capacities of all equipment shall be not less than those indicated on the drawings. 2.02 STANDARD PRODUCTS A. The equipment to be furnished under these specifications shall be new and essentially the standard product of the manufacturer. B. The factory supplied equipment shall use materials, be clad, painted or otherwise prepared to minimize corrosion in the South Florida coastal environment and shall bear permanently readable certificates or seals and maintenance/service or cautionary instruction labels. C. Where two or more units of the same class of equipment are required under the specifications, these shall be the products of a single manufacturer. 2.03 SUBMITTALS A. Before ordering manufactured equipment or products the Contractor shall submit to the Resident Inspector four copies of the manufacturer's descriptive literature. 1. The literature shall include but not be limited to model number, descriptive drawings, efficiency ratings, performance data, mechanical specifications, dimensions, weight, controls, control functions, wiring diagrams and installation, startup and checkout instructions, as applicable. 2. Manufactured equipment is defined as but not limited to CU, AHU, Thermostat, Supply Registers, Return Grilles, Filters (ASHRAE Standard 52-76 efficiency rating), Refrigerant Piping, Valves and Fittings, Flexible Ducts, Flexible Connections and Piping and Duct Insulation, Vapor Barrier and Jacketing. B. In addition to the above two copies each of the manufacturer's installation, operation and maintenance instructions for all the proposed equipment and materials. These shall be reviewed to determine if the proposed equipment and material meet the requirements set forth in these specifications. C. The contractor shall also submit to the Resident Inspector shop drawings showing the proposed arrangement of equipment, piping, ducts, etc., if it varies from the contract drawings. D. Shop drawings shall also be submitted for the prescribed 18 inch AHU stands in new installations, the CU EA8 Flood Zone and 155 mph wind load stands along with load analyses for new and replacement installations, the outdoor refrigerant piping 155 mph wind load containment and security along with load analyses for new and replacement installations, details of structural support wall penetrations and details of soffits. E. T&B reports. Refer to Section 15300. F. Copies of data produced by a facsimile machine (FAX) or reproductions of FAX copies shall not be accepted. G. Approval of shop drawings is not a guarantee of a detailed check of accuracy or shall it relieve the Contractor's responsibility for performing the work per the drawings and specifications Mechanical - General RCT Engineering, Inc. 150104 Key West International Airport Residential Noise Insulation Program - Phase 1 2.04 ELECTRICAL WORK A. The Mechanical Contractor shall, unless otherwise specified herein, furnish all equipment specified herein with motors, motor controllers and controls. The Mechanical Contractor shall set the motors in place and furnish the motor controllers. B. Motors: 1. Motors shall be those that are built in compliance with the applicable NEMA Standards. General purpose motors can be open drip -proof for installation indoors or in protected locations. 2. Totally enclosed fan cooled (TEFC) motors shall be used in areas of exposure to weather or other environmental contamination. Motors shall be rated explosion proof when located in hazardous atmospheres. 3. Unless indicated otherwise, motors shall be NEMA Design "B", with a service factor of 1.15 with 40 degree C. rise over 40 degrees C. ambient when operating at design voltage. TEFC motors shall have a service factor of 1.00 with total temperature rise of 55 degrees C. in above conditions. Motors located in areas exceeding 40 C ambient shall be factory rated for ambient temperature or motor environment. 4. Generally, single-phase motors shall be NEMA Type "N", split phase induction motors with built- in thermal protectors. Single-phase motors connected on loads requiring high starting torque shall be capacitor -start induction motors. Single-phase motors of 1/10 HP or less may be shaded pole induction motors. C. Motor Controllers: 1. Each motor shall be provided with a NEMA standard controller suitable for use intended; equipped with auxiliary contacts required for interlocking as specified in the control sequence; thermal overload in each motor feeder underground leg; an external reset button; black, laminated plastic nameplate with white letters engraved thereon, 3/16 inch or greater in height; either "hand- off -auto' switch or "start -stop" pilot station as indicated or required by the Equipment Control Sequence. 2. Except as indicated otherwise, controllers for three phase motors shall be magnetic, full voltage, non -reversing type. Except where otherwise indicated, or required by Equipment Control Sequence, manual starters shall be used for small, single phase motors, be toggle switch type, trip free and trip indicating. Flush mounted units shall have stainless steel plates. 3. Motor controllers shall have the following enclosure ratings: a. General indoor locations — NEMA-1. b. Indoor locations non -air-conditioned — NEMA-3R c. Outdoor locations — NEMA-3R 2.05 DUCTWORK A. Repair or replacement of existing ducts shall use the same or equivalent materials as the existing ducts. New ducts can be galvanized steel, hard ductboard, or flexible ducts. B. Flexible ducts shall be factory insulated and be vinyl coated spring steel wire helix bonded to a vinyl coated fiberglass insulation and vinyl impregnated closely woven vapor barrier. Assembly shall meet NFPA-90A, UL181 and be UL listed at a less than 25 flame spread and 50 smoke developed rating. Mechanical - General RCT Engineering, Inc. 15010-5 Key West International Airport Residential Noise Insulation Program - Phase 1 2.06 INSULATION MATERIALS: All insulation materials including vapor barriers, jackets and adhesives for mechanical systems shall be UL rated in accordance with NFPA. 90A and have a Flame Spread Rating not exceeding 25 and a Smoke Developed Rating not exceeding 50 when tested in accordance with NFPA 255 "Method of Test of Surface Burning Characteristics Building Materials". Submittal data for materials shall specifically indicate those ratings. 2.07 DOMESTIC PRODUCTS: All piping and fittings shall be fabricated in the United States of America and - submittals and product shall be labeled accordingly. Foreign produced pipe and fittings shall not be accepted. 2.08 HANGERS AND SUPPORTS: All equipment and piping supports shall be hot dipped galvanized except as otherwise noted in the contract documents. Vinyl coated hangers are required for copper pipe. Copper clad hangers cannot be used. PART 3 —EXECUTION 3.01 GENERAL A. Work shall be start as soon as possible. The contractor shall ensure that all work is performed in a workman like manner. B. Work lines and established grades shall be in strict accordance with the drawings. The Contractor is responsible for furnishing to all trades, in ample time, information needed to construct all bases, soffits, chases and openings in ceilings, walls and finishes and to provide clearances for the work. He shall set all sleeves, anchor bolts or inserts required to fasten equipment before adjacent concrete is poured. C. The Contractors shall be responsible for the actions of his employees and for compliance with all laws and ordinances governing the work. He shall layout his work and establish elevations in strict accordance with the drawings, be responsible for the accuracy of the laying out, and give his personal superintendence to the work. He shall have at all times a competent Representative on the premises who shall be acceptable to the Resident Inspector. D. A continuous cleanup shall be maintained during the progress of the work and appointed storage areas shall be used for surplus materials and supplies. The premises shall be kept free from accumulations of waste materials and rubbish and, at completion, the refuse shall be removed from the site. 3.02 INTERFERENCES A. The plans are generally diagrammatic and the Contractor shall harmonize the work of the different trades so that interference between piping, ductwork, equipment and structural work shall be avoided. The Contractor cannot order equipment or fabricate system components until he has coordinated all of his work with other trades. He shall bring to the attention of the Resident Inspector any apparent conflicts for resolution before commencing with installation. _ B. All required offsets, fittings, etc., shall be furnished and installed without additional expense to the Airport Authority. In cases of interference, the Resident Inspector shall decide which equipment shall be relocated, regardless of which apparatus was first installed. C. Piping, ducts, etc., shall be kept as close as possible to ceilings, walls, columns, etc., so as to take the minimum amount of space. Ducts and soffits shall be kept as high as possible. Mechanical - General RCT Engineering, Inc. 15010-6 Key West International Airport Residential Noise Insulation Program - Phase 1 3.03 WORKMANSHIP A. All materials and equipment shall be installed in accordance with the manufacturer's instructions, the referenced standards, and with the contract documents. B. Workers skilled in the type of work involved shall do the installation. Workers shall have current certifications, when required, for a particular trade. The installation procedures and the completed installation shall be subject to the approval of the Resident Inspector. 3.04 DRAWINGS: The Contractor shall keep two sets of drawings on the job for keeping a neat, red pencil marked record of day-to-day changes in location of piping, fixtures, and other items. Upon completion of the project sign both copies, certify them as being, actual as -built conditions. Provide one to the Resident Inspector and incorporate these changes on clean copies of the original drawings. Provide this clean copy "as -built" drawing to the Resident Inspector. 3.05 CONTRACTORS' DIFFERENCES: If the Contractor proposes to deviate from specifications or drawings, he shall call attention to them in his proposal otherwise it shall be assumed that he accepts and agrees to follow the contract drawings and specifications. The Architect or Engineer shall approve in advance deviations from Construction Documents during construction. 3.06 VIBRATIONS AND NOISE CONTROL: Excessive vibrations or objectionable noise created in any part of the building by operation of any equipment installed under this contract shall not be permitted. Contractor shall isolate various items of equipment from building structure and take all steps that may be necessary to eliminate excessive vibration and objectionable noise produced by any equipment installed under this contract. 3.07 DEMOLITION A. Perform and coordinate all demolition of systems and equipment as specified in the drawings. Non- destructively remove systems, materials and equipment that are either re -usable or salvageable. B. Coordinate the on -site storage of abandoned equipment and materials until it is removed from the site. Remove and legally dispose of these items and manage the truck traffic required for this disposal. 3.08 DELIVERY, STORAGE AND HANDLING A. Deliver products to project properly identified with names, model numbers, types, grades, compliance labels and similar information needed for distinct identification and adequately packaged and protected to prevent damage during shipping, storage and handling. B. Store equipment and materials off -site. On -site storage authorized for materials incorporated in work on a daily basis. Protect stored equipment and materials from damage. C. Coordinate deliveries of mechanical materials and equipment to minimize construction site congestion. Limit each shipment of materials and equipment to the items and quantities needed for the smooth and efficient flow of installation. 3.09 EXECUTION A. DUCTS AND REFRIGERANT PIPING 1. Cap and protect all open ducts and refrigerant piping at the end of the day to prevent collecting dust and foreign material in them before they are ready for use. Mechanical - General RCT Engineering, Inc. 15010-7 Key West International Airport Residential Noise Insulation Program - Phase 1 2. Construct ductwork for Class 1" wg: however, seal all ducts to be air- tight. Tape all joints in new ducts. Tighten and tape loose connections in existing ducts. 3. Longitudinal seams of galvanized ducts with either dimension greater than 15 inches shall be Pittsburgh Lock Type Galvanized duct connections sealant shall be Hardcast Duct fire resistant sealant or equivalent. 4. Flexible duct connections shall be not less than 6 feet nor more than 10 feet in length and connected with Semco 5900 series clamps sealed with mastic Flexible duct connections and repair fire resistant tape and sealant shall be that recommended by the duct manufacturer. 5. All exposed duct and piping insulation joints shall be taped. In addition provide straps around ducts every 4 feet on centers. 6. Connect ducts to AHU using fire resistant flexible duct connections. 7. Provide duct collars at all wall or ceiling penetrations. 8. Exterior refrigerant piping insulation shall be covered with a tack coat of Benjamin Foster 60-60N or equivalent, a layer of glass cloth/mesh embedded in the tack coat and, when dry, with a second mastic coat at one gallon per 100 SF. 9. The exterior refrigerant piping shall be in a galvanized sheet metal conduit or soffit designed to withstand 155 mph wind loads. Paint to match existing walls. 3.10 PIPE SLEEVES A. Pipe sleeves shall be provided where pipes and tubing pass through masonry or concrete walls, ceilings, roofs and partitions. Those in outside walls and above grade shall be zinc -coated steel or PVC pipe. B. Sleeves in partitions shall be zinc -coated sheet steel having a nominal weight of not less than 0.906 pound per square foot. Plastic sleeves, Schedule 40 PVC, may be used when approved by the Resident Inspector. C. Space between pipe, tubing, or insulation and the sleeve cannot be less than one -quarter inch. Space between the pipe or tubing and the sleeve shall be firmly packed with oakum and caulked on both ends of the sleeve with insulating cement. D. Sleeves penetrating fire barriers shall be fire stopped as describe below. 3.11 PIPE SUPPORTS A. All refrigerant and condensate piping shall be anchored and supported in a manner that permits expansion in the desired direction and strain on equipment shall be prevented. The maximum pipe _ support spacing shall conform to Table 1 below. 1. Wall brackets can be used where pipes are adjacent to walls. 2. Insulated piping shall have a covering protection saddle at each support. Pipe supports spacing shall provide adequate support for the weight of the pipes, the medium in the pipe, insulation, valves, and fittings, and to prevent the formation of pockets. 3. Approved bolted steel clamps spaced at not more than 15 feet apart shall support all vertical piping. Mechanical - General RCT Engineering, Inc. 15010-8 Key West International Airport Residential Noise Insulation Program - Phase 1 TABLE I PIPE HANGER SPACING MAXIMUM HANGER SPACING PIPE NOM. STEEL PIPE COPPER TYPE "L" HANGER DIAMETER ROD SIZE (INCHES) (FT) (FT) (INCHES) 1/2 7 5 1/4 3/4 7 5 3/8 1 7 6 3/8 1-1/2 9 6 3/8 3.12 CORROSION A. Provisions shall be made to prevent corrosion due to contact of metallic pipe and equipment with dissimilar materials. 1. When a pipe is joined to another pipe, valve, fitting, or piece of equipment constructed of dissimilar metal, an insulated joint shall be installed to prevent the formation of a galvanic couple. 2. Pipe hangers and supports of dissimilar metal shall be isolated from contact with the pipe. 3. Metal pipe and equipment shall be isolated from direct contact with concrete or other corrosive materials or soils. 3.13 FIRESTOPPING: When any mechanical component (duct, pipe, drain, etc.) penetrates or encroaches into an architectural fire barrier, the barrier (wall, floor, ceiling, roof, etc.) shall be firestopped in a method acceptable to the authority having jurisdiction. Such penetration shall retain the original integrity of the fire barrier. Products or procedures used to obtain this firestopping shall be tested and listed by a nationally recognized testing laboratory such as U.L. or Factory Mutual as complying with the requirements of ASTM-E-119. 3.14 TESTS: All materials, equipment and systems that are required to be tested by these specifications or by any applicable regulation: A. Tests shall be completed before the equipment is concealed from view. B. Contractor shall provide all labor, materials and equipment used for tests. C. Tests shall be done in the presence of the Resident Inspector and, as required, the authority having jurisdiction. D. All defects disclosed by the tests shall be rectified and the test repeated. The Resident Inspector and, as required, the authority having jurisdiction before execution shall approve the extent of the repairs. E. After successful leak tests and before final connections, forcefully blow out the ducts and refrigerant piping until there is no evidence of dust and or particles in the exit air stream. This shall be done in the presence of the Resident Inspector. F. When system is fully installed and refrigerant piping is charged perform start up tests per manufacturer's instructions. Next, perform "rough" settings of fan speeds and register settings. G. Perform T&B per Section 15300. Mechanical - General RCT Engineering, Inc. 15010-9 Key West International Airport Residential Noise Insulation Program - Phase 1 3.15 PAINTING AND FINISHING A. Mechanical equipment shall have factory finish as specified and any damage to that finish shall be field primed and painted to match existing. B. All exposed metal surfaces that are not factory finished shall be painted. 1. All ferrous metal equipment and supports not factory finished shall be cleaned, primed with a suitable primer and given two finish coats exterior enamel. 2. Exposed galvanized metal, including ducts, shall be primed with galvanized metal primer, and painted with enamel paint to match surrounding area. 3. Other unpainted ferrous metal including all pipe sleeves or equipment supports shall be cleaned and primed with a suitable metal primer and then painted with two coats, one of flat and one of enamel. 4. All visible unpainted equipment and piping after insulation has been installed shall be primed and and painted with one color flat coat and one color enamel paint, the color to be selected by the Resident Inspector. 3.16 EQUIPMENT IDENTIFICATION: All equipment shall be identified with names or usage, painted or tagged on the outside of equipment. All valves shall be tagged. Piping and ducting shall be identified and direction of flow noted. 3.17 CLEANING UP A. Contractor shall be responsible for assuring that the personnel or Subcontractor responsible for producing rubbish shall remove it as fast as it accumulates. B. Upon completion of work the Contractor shall responsible for overseeing that all personnel and Subcontractors remove from the site all tools, equipment, surplus materials and rubbish pertaining to their operations. 3.18 SPARE PARTS: Provide the Homeowner with one spare set of filters, belts, and fuses. 3.19 OPERATING INSTRUCTIONS A. The Contractor shall prepare for the Homeowner one copy of operation and maintenance manuals for all the system's equipment. B. Manuals shall include manufacturer's data books, parts list, wiring diagrams, maintenance procedures and schedules, and start up/shut down instructions. C. The Contractor shall also provide a minimum of one hour operating and maintenance instruction to the Homeowners where HVAC equipment did not replace similar equipment. A minimum of 1/2 hour of similar instruction shall be provided to the Homeowners where HVAC equipment replaced similar equipment. — END OF SECTION 15010 Mechanical - General RCT Engineering, Inc. 15010-10 15100 — HVAC Systems in an Unconditional Residence Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation Key West International Airport Residential Noise Insulation Program - Phase 1 DIVISION 15 - MECHANICAL SECTION 15100 - HVAC SYSTEMS IN AN UNCONDITIONED RESIDENCE PART 1 -GENERAL 1.01 OVERVIEW A. The HVAC system installation is part of a project that also modifies the envelope of the residences to effect sound insulation. B. New factory supplied HVAC units and new ductwork, air distribution devices, piping and electrical wiring will be installed. C. PTAC units will be removed and some will be replaced by ductless HVAC systems. D. A Test and Balance procedure will be done and the results will be reported. 1.02 CONTRACTORS RESPONSIBILITY A. The Contractor shall furnish all materials, equipment and labor and perform all the operations and scheduling in connection with the construction and installation of the HVAC systems described in the drawings and in this specification and according to the terms and conditions of the contract documents. B. The Contractor shall be responsible for obtaining all the required permits, coordinating all the subcontractors and for providing the completed HVAC system and components in accordance with the drawings and this specification. C. The Contractor must obtain approval from the Architect or Engineer before executing any deviations from the drawings and this specification. D. The contractor shall be responsible for providing an independent Test and Balance contractor and providing the support to this contractor as specified in Section 15300, HVAC System Performance Test and Balance (T&B) Verification, Final 1.03 REFERENCES, CODES, AND STANDARDS A. All work shall comply with the codes and standards of these agencies and organizations and as specifically referenced hereinafter: 1. 1997 Standard Mechanical Code (1997 SMC) as amended by the City of Key West. 2. Air Distribution Council (ADC) Flexible Duct Performance and Installation Standards 3. Air Movements and Control Association (AMCA) 4. American Society of Heating, Refrigeration & Air Conditioning (ASHRAE). ANSUASHRAE 15, Safety Code for Mechanical Refrigeration. 5. ANSUASHRAE 37, Testing Unitary Air Conditioning and Heating Equipment. 6. FEMA Flood Zone Standard EA8 7. NFPA 90 A & B, Standard for the Installation of Air Conditioning and Ventilation Systems. 8. Section 15200, Remove Existing HVAC Units In A Conditioned Residence and Replace With New Units 9. Section 15300, HVAC System Performance Test and Balance (T&B) Verification, Final 10. Sheet Metal and Air Conditioning Contractors National Association Inc. (SMACNA). 11. UL 181; UL 181 A Parts I, I1 and II; UL 181 B Parts I and II. New Air -Conditioning Systems RCT Engineering, Inc. 15100-1 Key West International Airport Residential Noise Insulation Program - Phase 1 B. In addition to the above, these modified residences are subject to the requirements of the State of Florida Energy Efficiency Code for Building Construction, 1997. The envelope modifications and the HVAC system are subject to the prescriptive requirements of 600C in this code. PART 2-PRODUCTS 2.01 AIR CONDITIONING EQUIPMENT: INCLUDING DUCTLESS UNITS A. Air conditioning units shall be of capacities not less than that indicated on the drawings. Refer to PART 4 - SPLIT, DX HVAC MODEL NUMBERS AND PERFORMANCE DATA. B. Equivalents can be submitted for approval. Equivalents shall be evaluated on the noted capacities, supply air conditions, entering coil conditions, heating capacity, integrated controls, condensing air temperature and electric service. C. The housing shall have removable panels for easy access to internal components. All internal -- equipment shall be installed to provide accessibility for maintenance and replacement and with clearances specified by the applicable codes. All mechanical equipment shall be provided with guards or protectors per the applicable codes. _ D. Casings shall be constructed of not lighter than 18 gage steel treated inside with a rust inhibitor. All interior accessories shall have a corrosion protection finish applied after unit fabrication. E. Each major component shall have permanently readable labels showing manufacturer's name, trademark, model number and serial number, testing agency seal and mark. There shall be labels showing applicable electrical data, motor horsepower, maintenance/service aids and cautionary instructions. The labels shall be permanently attached to an accessible and viewable casing surface. 2.02 AIR HANDLING UNITS A. The air -handling units shall be factory fabricated, single zone, draw through type. It shall have physical dimensions suitable to fit the space allotted. It shall be complete with airtight casing, factory installed insulation, waterproof drain pan, cooling -expansion coils, fans, motors, access doors, vibration isolators, controls and any other appurtenances necessary for satisfactory operation. B. The drain pan shall not be lighter than 16 gage and the waterproofing material shall be non- combustible. The casing shall have a non -chipping finish coat. It shall have a permanent airflow direction label attached to an accessible and viewable casing surface. 2.03 CONDENSING UNITS A. The condensing unit shall be a factory fabricated, unitary, air-cooled, vertical discharge type. It shall be complete with direct drive propeller fans, hermetic compressor, motors, pressure relief valves, aluminum fin on copper condenser coils, refrigerant piping with flexible connectors, vibration isolators, filter -driers, overload protection and any other appurtenances necessary for satisfactory operation. B. The coils shall have a Heresite coating. The casing shall have a non -chipping, weather resistant, -' corrosion protection coat. C. It shall have a factory refrigerant charge sufficient for the internal refrigerant piping plus 25 feet of external refrigerant piping. The compressor shall have a five (5) year warranty. 2.04 FANS New Air -Conditioning Systems RCT Engineering, Inc. 15100-2 Key West International Airport Residential Noise Insulation Program - Phase l A. Fans shall be factory built listed units. Each unit's fan sound and air performance shall be certified by the AMCA and each fan shall carry a permanent label showing the certified ratings seal. B. The wheel/propeller shall be statically and dynamically factory balanced in the unit. The motor shall be permanently lubricated and it shall have a permanent label showing rotation direction. C. The Contractor shall provide safety guards where required. Belt -driven equipment, projecting shafts, fan blades and/or other rotating parts shall be enclosed or adequately guarded 2.05 DUCTWORK A. Duct dimensions shown on the drawings are for round duct, free and clear interior dimensions. Equivalent rectangular dimensions are acceptable. B. Horizontal ductwork that is not in the attic shall be run under the ceiling in a soffit. Vertical ductwork that is not in an air handler closet or in the attic shall be in a soffit. C. All ductwork in the soffits and the attic shall be insulated to R6 minimum and jacketed with a vapor barrier. D. Main ductwork, elbows, transitions and branch take -offs shall be galvanized steel, constructed in accordance with the latest edition of SMACNA, HVAC Duct Construction Standards. E. Main duct elbows shall have single thickness turning vanes. The main duct elbows transitions and air extractors shall be designed to provide a minimum flow coefficient. F. Run -outs to diffusers and registers shall be flexible duct with factory applied insulation and vapor barrier. G. If needed, flexible connections shall be UL 181 rated in accordance with NFPA 90A and be made of woven glass fiber coated with neoprene providing a fire retardant, waterproof and air- tight connection for sound and vibration isolation. 2.06 AIR DISTRIBUTION DEVICES A. Air distribution devices shall be standard finish, catalog products of the manufacturer. Their design shall be listed as meeting the applicable standards to deliver the air -flow and patterns indicated on the drawings and described in this specification. B. The devices noise parameters shall be listed as meeting the test standards of ANSI/ASHRAE 70 and ANSI SI.31. These devices shall be selected according to the following noise criteria: 1. For bedrooms: Not greater than NC 25 2. All Other: Not greater than NC 35 C. Ceiling supply diffusers shall be equipped with flow volume control dampers and adjustable, curved blades accessible from the face. D. Wall registers shall be equipped with volume control dampers and adjustable vertical and horizontal flow pattern blades accessible from the face. E. Return grilles shall be sized as shown on the drawings and be equipped for a replaceable filter. 2.07 FILTERS A. The air handler filter media shall be a factory supplied, semi -permanent type. New Air -Conditioning Systems RCT Engineering, Inc. 15100-3 Key West International Airport Residential Noise Insulation Program - Phase I _ B. The return grille filter media shall be 20% efficient (ASHRAE Test Standards 52-76) with clean pressure drop of less than 0.2 inch WG at 500 FPM. Material shall be equal to Underwriter's Laboratories, Class 2. 2.08 REFRIGERANT PIPE A. Where feasible, refrigerant lines shall be run up the outside of the building to the attic and down through the ceiling to the air handler. Where not feasible, they shall be run up the outside of the building to a high soffit under the ceiling until they can be turned up into the attic. B. Pipe shall be ASTM B88 Type "L" copper hard drawn with wrought copper or brass fittings. Joints shall be made with silver solder. Liquid lines shall be insulated. C. If the air handler coil and condensing unit compressor suction connections do not have integral oil traps, the air handler suction riser to the attic shall have an oil trap at the bottom and at the top. The horizontal sections of the suction piping shall be pitched toward the condensing unit compressor D. Exterior refrigerant piping shall be in a sheet metal conduit or soffit. 2.09 CONDENSATE PIPE A. The condensate pipe shall be run to the outdoors through the exterior wall closest to the air handler. It's material shall be PVC and it shall be sized per the condensate connection on the air handler. It shall have a pressure trap per the manufacturer's instructions B. It shall discharge to a 1 foot diameter by 1.5 foot deep dry well lined with drain field pipe filter paper and filled with hard rock gravel. 2.10 CONTROLS: Temperature controls shall be electric type that provides the required sequence of operation and control. Relays, control valves, switches, wiring, or other items not specified herein or shown on the control diagram, but necessary to perform the functions specified, shall be provided. All wiring, raceways, etc. shall be installed in conformance with the requirements of Division 16. 2.11 INSULATION A. Liquid refrigerant lines and ductwork not in the conditioned air space shall be insulated. The insulation shall be jacketed with a vapor barrier, conform to the applicable codes and be UL 181 rated in accordance with NFPA. 90A. B. For I inch and less refrigerant pipes the insulation shall be '/z inch thick foamed plastic "Armstrong" Armaflex or equal, "K" value = 0.27 at 75 degree F mean temperature. C. For ductwork and plenums the insulation shall be 1-1/2 inch thick fibrous glass and have a density of 1-1/2 pound per cubic foot with a thermal resistance R = 6.0 at 75 degree F mean temperature. Facing shall be Foil -Scrim -Kraft. PART 3 — EXECUTION 3.01 EQUIPMENT INSTALLATION A. Ducted and ductless HVAC units shall be installed per the manufacturer's instructions. New Air -Conditioning Systems RCT Engineering, Inc. 15100-4 Key West International Airport Residential Noise Insulation Program - Phase I B. All motors and equipment shall be set, leveled, plumbed and aligned by craftsmen skilled in their labor trade. All equipment shall be wedged or shimmed into place and tested before being permanently anchored. All equipment shall be anchored as recommended by the manufacturer C. The Air Handling unit shall be installed on an 18 inch platform that is open to permit return air flow into it. It shall be positioned to provide the clearances to walls and other equipment as specified by the manufacturer. It shall be oriented to provide easy access for maintenance of its filter and to its electrical disconnect. D. The Condensing Unit shall be installed on a platform meeting the height above grade requirements and secured to resist the 155 mph wind loads of FEMA Standard EA8. D. The jacketed exterior refrigerant piping shall be secured to resist the 155 mph wind loads of FEMA Standard EA8. E. Undercut all bath and bedroom interior doors % inches. F. Provide and install the specified return grille filter plus provide a spare G. Provide to Homeowner the operating and maintenance manual and instruct the Homeowner in scheduling and executing the semi -permanent air handler filter cleaning and replacing the return grille filter. 3.02 AIR DISTRIBUTION A. Ductwork shall be constructed and erected in a first class workmanlike manner in conformance with the applicable SMACNA Standards. Ducts shall conform accurately to the dimensions indicated on the drawings, and shall be straight and smooth on the inside with joints neatly finished and sealed. B. Ducts shall be securely anchored to the building in an approved manner, and shall be installed so as to be completely free from vibration under all conditions of operation. C. The Resident Inspector shall approve before fabrication any changes necessary to clear obstructions. 3.03 LEAK TIGHT TESTS A. The system ducts, piping and refrigerant system must be leak tested before applying insulation or closing them in. The Resident Inspector shall designate when the tests are to be done, shall observe all the tests, and shall determine and define the extent of the repair work in the event of leaks. A. Air Tight Duct Test: I . All the air conditioning equipment, piping other than for refrigerant, ducts, plenums and casing fabricated elsewhere and at the job site shall be pressure tested for leaks and made substantially airtight for the system static pressure. 2. Substantially airtight shall be construed to mean that no air leakage is noticeable through the sense of feeling or hearing. B. Refrigerant Pipe -Joint Test: 1. All refrigerant piping shall be pneumatically tested with dry nitrogen and proved tight by swabbing with a soap solution. The high side of each refrigeration system shall be tested at 300 psi minimum and the low side at 150 psi minimum. 2. Any joints or piping that show leakage shall be taken apart, thoroughly cleaned, remade as new piping or joints and retested with dry nitrogen pressure and soap solution swabbing. New Air -Conditioning Systems RCT Engineering, Inc. 15100-5 Key West International Airport Residential Noise Insulation Program - Phase i 3. If it passes the dry nitrogen test, fully recharge the system with refrigerant and perform a final test of the system with a halide torch or electronic leak detector. 3.04 INSULATION A. Insulation shall not be installed until after piping and ductwork have passed the Leak Tight Tests. Surfaces shall be cleaned and dry before applying insulation or coatings. Workers skilled in the trade shall apply insulation and coatings. B. Refrigerant pipe insulation shall be slipped on the pipe prior to connection and butt joints shall be sealed with approved adhesive. Where necessary, slit insulation and apply to pipe, seal seam with adhesive. Insulation exposed to weather shall be painted as recommended by insulation manufacturer. C. Ducts shall be externally wrapped. Insulation shall be tightly and smoothly secured to ducts with approved fire resistant bonding adhesive. Ducts wider than 24 inches shall also have nylon anchors at 18 inches on center each way. Lap insulation two inches and secure with flare staples at four inches on centers. Coat lap with three-inch wide strip of mastic. 3.05 CLEANING AND PREPARATION A. Ducts, plenums and casing shall be thoroughly cleaned of all debris and blown free of all small particles of rubbish and dust before installing outlet faces. Equipment shall be wiped clean, with all traces of oil, dust, dirt or paint spots removed. B. Temporary filters shall be provided for all fans that are operated during construction and, after all construction dirt has been removed from the building, new filters shall be installed. C. Bearings shall be properly lubricated with oil or grease as recommended by the manufacturer. Belts shall be tightened to proper tension. D. All control valves and other miscellaneous equipment requiring adjustment shall be adjusted to the setting indicated or directed. Fans shall be adjusted to the speed indicated by the manufacturer to meet specified conditions. E. All exposed metal surfaces shall be painted. Air conditioning equipment shall have factory finish, and any damage to that finish shall be field painted to match the existing finish. All ferrous metal, equipment and supports not factory finished shall be cleaned, primed with a suitable primer and given two finish coats of exterior enamel. 3.06TEST AND BALANCE A. Perform the Section 15300 T&B when the system is clean and fully operation for T&B. New Air -Conditioning Systems RCT Engineering, Inc. 15100-6 "` Key West International Airport Residential Noise Insulation Program - Phase 1 PART 4 4.01 SPLIT, DX HVAC MODEL NUMBERS AND PERFORMANCE DATA SAMSUNG DUCTLESS HEAT PUMP WITH INSTALLATION KIT AND REMOTE CONTROLLER NOMINA SYSTEM SIZE Btu/h MODEL NUMBERS CU & AHU COOLING SEER HEATING HSPF SINGLE PHASE Volt/Hz RUNNING COOLING/HEATINGCIRCUIT MAXIMUM BRANCH Amps WATTS AMPS 9000 1 AQ09A2VA 10.0 7.0 115/60 900/880 8.5/8.2 15 18000 1 AD18A1C2 10.0 6.8 230/60 1850/195 8.5/9.0 15 TRANE DUCTED SYSTEM WITH ELECTRIC HEATER NOMINAL SYS. SIZE TONS MODEL NUMBERS CONDENSER CU MODEL NUMBERS AIR HANDLER ELECTRIC AHU HEATER SEER ELECT. HEATER kW AMPS WITH HEATER CIRCUIT MAXIMUM AMPCTY BRKR CUWHU CU\AHU 2.5 TTR030C100A TWV030PB14FBO BAYHTR1405A 10 4.8 20\29 30\30 3 jTTR036C100A4TWV036PB14FBO BAYHTR1405AM 10 4.8 25\29 40\30 3.5 R042C100 TWV042PB14FBO BAYHTR1405A 10 4.8 36\29 1 50\30 4 jTTR048C100AjTWV048PB14FBO BAYHTR1408AI 10 1 7.68 1 32\44 1 50\45 SAMSUNG SYSTEM 9000 Btu/h system has one indoor (AHU) and one outdoor (CU) unit: 18000 Btu/h system has two 9000 Btu/h AHUs and one CU. Installation kit includes mounting brackets, refrigeration piping, condensate pump and piping and electrical control and power CU-AHU wiring. Remote controller controls air up -down flow, temperature set, 24 Hour on -off timer with four selectable off intery Indoor unit has electrostatic deodorizing filter and all internal components are anti -bacterial treated. TRANE SYSTEM Provide electronic cool -heat thermostat with timer, Trane TAYSTAT300C 24 Volt transformer in AHU CU: Electrical data is at 200-230/l/60; Braze refrigerant connections; Multi -use service valves; Liquid line filter -drier; Fast draining base pan; Factory charged for 25 feet piping; Weather proofed electrical cor AHU: Electrical data is at 240/1/60; High efficiency unit; Insulated cabinet; 3 speed direct drive fan; Built-in delay; Accutron control/check valves; Breaker box is internal with external access; Factory filter, rack and access panel. END OF SECTION 15100 New Air -Conditioning Systems RCT Engineering, Inc. 15100-7 Key West International Airport Residential Noise Insulation Program — Phase 1 THIS PAGE INTENTIONALLY LEFT BLANK 15200 — HVAC Units in a Conditioned Residence Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation Key West International Airport Residential Noise Insulation Program - Phase 1 DIVISION 15 - MECHANICAL SECTION 15200 - HVAC UNITS IN A CONDITIONED RESIDENCE PART 1 - GENERAL 1.01 OVERVIEW A. The existing HVAC system replacement is part of a project that also modifies the envelope of the residence to effect sound insulation. B. The existing HVAC system and components except for ductwork, air distribution devices and condensate piping will be replaced with new, factory supplied equipment and new refrigerant piping. C. The ductwork, air distribution devices and condensate piping will be cleaned and repaired or replaced as needed. D. Existing PTAC systems will be removed and some will be replaced with ductless systems. 1.02 CONTRACTORS RESPONSIBILITY A. The Contractor shall furnish all materials, equipment and labor and perform all the operations and scheduling in connection with the construction and installation of the HVAC systems described in the drawings and in this specification and according to the terms and conditions of the contract documents. B. The Contractor shall be responsible for obtaining all the required permits, coordinating all the subcontractors and for providing the completed HVAC system and components in accordance with the drawings and this specification. C. The Contractor must obtain approval from the Architect or Engineer before executing any deviations from the drawings and this specification. D. The contractor shall be responsible for providing an independent Test and Balance contractor and providing the support to this contractor as specified in Section 15300, HVAC System Performance Test and Balance (T&B) Verification, Final 1.03 REFERENCES, CODES AND STANDARDS A. All work shall comply with the codes and standards of these agencies and organizations and as specifically referenced hereinafter: 1. 1997 Standard Mechanical Code (1997 SMC) as amended by the City of Key West. 2. Air Distribution Council (ADC) Flexible Duct Performance and Installation Standards 3. Air Movements and Control Association (AMCA) 4. American Society of Heating, Refrigeration & Air Conditioning (ASHRAE). 5. ANSI/ASHRAE 15, Safety Code for Mechanical Refrigeration. 6. ANSI/ASHRAE 37, Testing Unitary Air Conditioning and Heating Equipment. 7. FEMA Flood Zone Standard EA8 8. NFPA 90 A & B, Standard for the Installation of Air Conditioning and Ventilation Systems. 9. Section 15100, Installation of Split, DX, HVAC System In An Unconditioned Residence 10. Section 15300, HVAC System Performance Test and Balance (T&B) Verification, Final 11. Sheet Metal and Air Conditioning Contractors National Association Inc. (SMACNA). 12. UL 181; UL 181 A Parts 1, II, and III; UL 181 B Parts I and II. Replace Existing Air -Conditioning Systems RCT Engineering, Inc. 15200-1 Key West International Airport Residential Noise Insulation Program - Phase 1 B. In addition to the above, these residences are subject to the requirements of the State of Florida Energy Efficiency Code for Building Construction, 1997 if the building envelope modifications exceed 30 % of the buildings assessed value as defined under RENOVATIONS in Chapter 2 of the Efficiency Code. - PART 2 — REPLACEMENT PRODUCTS 2.01 AIR CONDITIONING EQUIPMENT: INCLUDING DUCTLESS UNITS A. Air conditioning units shall be of capacities not less than that indicated on the drawings. Refer to PART 4 - SPLIT, DX HVAC MODEL NUMBERS AND PERFORMANCE DATA. B. Equivalents can be submitted for approval. Equivalents shall be evaluated on the noted capacities, supply air conditions, entering coil conditions, heating capacity, integrated controls, condensing air temperature and electric service. C. The housing shall have removable panels for easy access to internal components. All internal equipment shall be installed to provide accessibility for maintenance and replacement and with clearances specified by the applicable codes. All mechanical equipment shall be provided with guards or protectors per the applicable codes. D. Casings shall be constructed of not lighter than 18 gage steel treated inside with a rust inhibitor. All interior accessories shall have a corrosion protection finish applied after unit fabrication. E. Each major component shall have permanently readable labels showing manufacturer's name, trademark, model number and serial number, testing agency seal and mark. There shall be labels showing applicable electrical data, motor horsepower, maintenance/service aids and cautionary instructions. The labels shall be permanently attached to an accessible and viewable casing surface. 2.02 AIR HANDLING UNITS A. The air -handling units shall be factory fabricated, single zone, draw through type. It shall have physical dimensions suitable to fit the space allotted. It shall be complete with airtight casing, factory installed insulation, waterproof drain pan, cooling coils, fans, motors, access doors, vibration isolators, controls and any other appurtenances necessary for satisfactory operation. B. The drain pan shall not be lighter than 16 gage and the waterproofing material shall be non- combustible. The casing shall have a non -chipping finish coat. It shall have a permanent airflow direction label attached to an accessible and viewable casing surface. 2.03 CONDENSING UNITS A. The condensing unit shall be a factory fabricated, unitary, air-cooled, vertical discharge type. It shall be complete with direct drive propeller fans, hermetic compressor, motors, pressure relief valves, aluminum fin on copper condenser coils, refrigerant piping with flexible connectors, vibration isolators, filter -driers, overload protection and any other appurtenances necessary for satisfactory operation. B. The coils shall have a Heresite coating. The casing shall have a non -chipping, weather resistant, -- corrosion protection coat. C. It shall have a factory refrigerant charge sufficient for the internal refrigerant piping plus 25 feet of external refrigerant piping. The compressor shall have a five (5) year warranty. 2.04 FANS Replace Existing Air -Conditioning Systems RCT Engineering, Inc. 15200-2 Key West International Airport Residential Noise Insulation Program - Phase 1 A. Fans shall be factory built listed units. Each unit's fan sound and air performance shall be certified by the AMCA and each fan shall carry a permanent label showing the certified ratings seal. B. The wheel/propeller shall be statically and dynamically factory balanced in the unit. The motor shall be permanently lubricated and it shall have a permanent label showing rotation direction. C. The Contractor shall provide safety guards where required. Belt -driven equipment, projecting shafts, fan blades and/or other rotating parts shall be enclosed or adequately guarded 2.05 FILTERS A. The air handler filter media shall be a factory supplied, semi -permanent type. B. Return grille filter media shall be 20% efficient (ASHRAE Test Standards 52-76) with clean pressure drop of less than 0.2 inch WG at 500 FPM. Material shall be equal to Underwriter's Laboratories, Class 2. 2.06 REFRIGERANT PIPE A. The refrigerant liquid and suction piping shall be ASTM B88 Type "L" copper hard drawn with wrought copper or brass fittings. Joints shall be made with silver solder. Liquid lines shall be insulated. B. If the air handler coil and condensing unit compressor suction connections do not have integral oil traps, the air handler suction riser shall have an oil trap at the bottom and at the top. The horizontal sections of the suction piping shall be pitched toward the condensing unit compressor C. Exterior refrigerant piping shall be in a sheet metal conduit or soffit. 2.07 INSULATION A. Liquid refrigerant lines shall be insulated. The insulation shall be jacketed with a vapor barrier, conform to the applicable codes and be UL 181 rated in accordance with NFPA. 90A. B. For I inch and less refrigerant pipes the insulation shall be % inch thick foamed plastic "Armstrong" Armaflex or equal, "K" value = 0.27 at 75 degree F mean temperature. 2.08 EXISTING EQUIPMENT: Repairs or replacement to ductwork, air distribution devices and piping shall be with materials and components similar to the existing and consistent with the applicable code for any permit applicable to the HVAC system PART 3 — EXECUTION 3.01 EXISTING EQUIPMENT A. Before removing the existing HVAC units, air -flow measurements at maximum heating and cooling load shall be made and logged for the existing diffusers, registers and grilles. An independent T&B contractor, as described in Section 15300, shall perform the measurements and make the log. B. Remove the air handler, condenser, refrigerant piping and PTAC units and close the PTAC unit wall holes. C. Ductwork shall be leak tested and repaired or replaced as needed. D. Inspect ducts anchors and repair or replace so that they are securely anchored to the building in an approved manner, and be completely free from vibration under all conditions of operation. Replace Existing Air -Conditioning Systems RCT Engineering, Inc. 15200-3 Key West International Airport Residential Noise Insulation Program - Phase 1 _ E. Diffusers, registers, grilles and volume control dampers shall be repaired or replaced as needed. 3.02 NEW EQUIPMENT INSTALLATION A. Ducted and ductless HVAC units shall be installed per the manufacturer's instructions. B. All motors and equipment shall be set, leveled, plumbed and aligned by craftsmen skilled in their labor trade. All equipment shall be wedged or shimmed into place and tested before being permanently anchored. All equipment shall be anchored as recommended by the manufacturer. C. The Air Handling unit shall be installed on an 18 inch platform that is open to permit return air flow into it. It shall be positioned to provide the clearances to walls and other equipment as specified by the manufacturer. It shall be oriented to provide easy access for maintenance of its filter and to its electrical disconnect. D. The Condensing Unit shall be installed on a platform meeting the height above grade requirements and secured to resist the 155 mph wind loads of FEMA Standard EA8. E. Secure the exterior jacketed refrigerant piping to resist the 155 mph wind loads of FEMA Standard EA8. F. Provide and install the specified return grille filter plus provide a spare G. Provide to Homeowner the operating and maintenance manual and instruct the Homeowner in scheduling and executing the semi -permanent air handler filter cleaning and replacing the return grille filter. 3.03 LEAK TIGHT TESTS A. The system ducts and refrigerant piping and must be leak tested before applying insulation or closing them in. The Resident Inspector shall designate when the tests are to be done, shall observe all the tests, and shall determine and define the extent of the repair work in the event of leaks. B. Air Tight Duct Test: 1. All the existing ducts, plenums and their repairs or replacements shall be pressure tested for leaks and made substantially airtight for the system static pressure. 2. Substantially airtight shall be construed to mean that no air leakage is noticeable through the sense of feeling or hearing. C. Refrigerant Pipe Joint Test: 1. All refrigerant piping shall be pneumatically tested with dry nitrogen and proved tight by swabbing with a soap solution. The high side of each refrigeration system shall be tested at 300 psi minimum and the low side at 150 psi minimum. 2. Any joints or piping that show leakage shall be taken apart, thoroughly cleaned, remade as new piping or joints and retested with dry nitrogen pressure and soap solution swabbing. -- 3. If it passes the dry nitrogen test, fully recharge the system with refrigerant and perform a final test of the system with a halide torch or electronic leak detector. 3.04 REFRIGERANT PIPING INSULATION Replace Existing Air -Conditioning Systems RCT Engineering, Inc. 15200-4 -- Key West International Airport Residential Noise Insulation Program - Phase I A. Insulation shall not be installed until after piping passes the Leak Tight Tests. Surfaces shall be cleaned and dry before applying insulation or coatings. Insulation and coatings shall be applied by workers skilled in the trade. B. Refrigerant pipe insulation shall be slipped on the pipe prior to connection and butt joints shall be sealed with approved adhesive. Where necessary, slit insulation and apply to pipe, seal seam with adhesive. Insulation exposed to weather shall be painted as recommended by insulation manufacturer. 3.05 CLEANING AND PREPARATION A. Ducts, plenums and casing shall be thoroughly cleaned of all debris and blown free of all small particles of rubbish and dust before installing outlet faces. Equipment shall be wiped clean, with all traces of oil, dust, dirt or paint spots removed. B. Temporary filters shall be provided for all fans that are operated during construction and, after all construction dirt has been removed form the building, new filters shall be installed. C. Bearings shall be properly lubricated with oil or grease as recommended by the manufacturer. Belts shall be tightened to proper tension. D. All control valves and other miscellaneous equipment requiring adjustment shall be adjusted to the setting indicated or directed. Fans shall be adjusted to the speed indicated by the manufacturer to meet specified conditions. E. All exposed metal surfaces shall be painted. Air conditioning equipment shall have factory finish, and any damage to that finish shall be field painted to match the existing finish. All ferrous metal, equipment and supports not factory finished shall be cleaned, primed with a suitable primer and given two finish coats of exterior enamel. 3.06 TEST AND BALANCE A. Use the airflow log obtained before the old equipment was removed for a baseline and perform the Section 15300 T&B when the system is clean and fully operation for T&B. Replace Existing Air -Conditioning Systems RCT Engineering, Inc. 15200-5 Key West International Airport Residential Noise Insulation Program - Phase 1 PART 4 4.01 SPLIT, DX HVAC MODEL NUMBERS AND PERFORMANCE DATA SAMSUNG DUCTLESS HEAT PUMP WITH INSTALLATION KIT AND REMOTE CONTROLLER NOMINA SYSTEM SIZE Btu/h MODEL NUMBERS CU & AHU COOLING SEER HEATING HSPF SINGLE PHASE Volt/Hz RUNNING COOLING/HEATINGCIRCUIT MAXIMUM BRANCH Am s WATTS AMPS 9000 AQ09A2VA 10.0 7.0 115/60 900/880 8.5/8.2 15 18000 AD18A1C2 10.0 6.8 230/60 1850/195 8.5/9.0 1 15 TRANE DUCTED SYSTEM WITH ELECTRIC HEATER NOMINA SIZEONDENSER SYS.LR030C100 TONS MODEL NUMBERS CU MODEL NUMBERS AIR HANDLER ELECTRIC AHU HEATER SEER ELECT. HEATER kW AMPS WITH HEATER CIRCUIT MAXIMUM AMPCTY BRKR CUWHU CU\AHU 2.5 TWV030PB14FBO BAYHTR1405A 10 4.8 20\29 30\30 3 TTR036ClOMTWV036PB14FBO BAYHTR1405A 10 4.8 25\29 40\30 3.5 TTR042C102jTWV042PB14FBO BAYHTR1405A 10 4.8 30\29 50\30 4 TTR048ClOOAJTWV048PB14FBO BAYHTR1408A 10 7.68 32\44 50\45 SAMSUNG SYSTEM 9000 Btu/h system has one indoor (AHU) and one outdoor (CU) unit: 18000 Btu/h system has two 9000 Btu/h AHUs and one CU. Installation kit includes mounting brackets, refrigeration piping, condensate pump and piping and electrical control and power CU-AHU wiring. Remote controller controls air up -down flow, temperature set, 24 Hour on -off timer with four selectable off intery Indoor unit has electrostatic deodorizing filter and all internal components are anti -bacterial treated. _ TRANE SYSTEM Provide electronic cool -heat thermostat with timer, Trane TAYSTAT300C 24 Volt transformer in AHU CU: Electrical data is at 200-230/1/60; Braze refrigerant connections; Multi -use service valves; Liquid line filter -drier; Fast draining base pan; Factory charged for 25 feet piping; Weather proofed electrical cor AHU: Electrical data is at 240/1/60; High efficiency unit; Insulated cabinet; 3 speed direct drive fan; Built-in delay; Accutron control/check valves; Breaker box is internal with external access; Factory filter, rack and access panel. END OF SECTION 15200 Replace Existing Air -Conditioning Systems RCT Engineering, Inc. 15200-6 15300 — HVAC System Test and Balance Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation Key West International Airport Residential Noise Insulation Program - Phase 1 DIVISION 15 - MECHANICAL SECTION 15300 - HVAC SYSTEM TEST AND BALANCE (T&B) PART 1 — GENERAL 1.02 OVERVIEW: This project includes T&B for HVAC systems that are installed in: A. Previously unconditioned residences: The air flow distribution requirements are shown in the on-line drawings for the residences. Refer to Section 15100 in 1.02 below. B. Existing HVAC systems that are replaced: The air flow at the supply and return devices shall be measured and logged before removing the HVAC components. These flows shall be used as the baseline for the replacement HVAC system. Refer to Section 15200 in 1.02 below. 1.02 THE REQUIREMENT: The Contractor shall furnish the services of an independent test and balance agency to verify the performance of the residence's complete HVAC system. Established testing and balancing procedures as described in this section shall accomplish performance verification. 1.03 REFERENCES, CODES, AND STANDARDS 1. 1997 Standard Mechanical Code (1997 SMC) as modified by the City of Key West 2. Section 15100, Installation of Split, DX, HVAC System In An Unconditioned Residence 3. Section 15200, Remove Existing HVAC Units In A Conditioned Residence and Replace With New Units 4. Associated Air Balance Council (AABC) National standards, 1982. 5. National Environmental Balancing Bureau (NEBB) 1.04 TEST AND BALANCE AGENCY: An independent test and balance agency (herein referred to as the "T&B Agency"), which is fully certified by and a current member of the AABC or the NEBB, shall perform all performance verification. The T&B Agency shall have a State of Florida Registered Professional Engineer to supervise the T&B work, be independent of the Contractor, and be approved by the Architect or Engineer before commencing work. 1.05 CONTRACTUAL RELATIONSHIP A. Performance verification shall be performed as a service of the T&B Agency directly to the Contractor with no other subcontractors as part of the agreement. B. Performance verification is specified in this Division 15 section only because it relates predominantly to Division 15 work. This section covering performance verification shall not preclude the T&B Agency from contracting directly to the Contractor with no other subcontractors as part of such agreement. 1.06 AGENCY APPROVAL A. Submit the name and qualifications of the proposed T&B Agency to the Resident Inspector for approval within thirty days of Notice to Proceed. B. Include AABC National Project Certification Performance Guaranty. 1.07 WORK INCLUDED A. The T&B Agency provides all labor, supervision, professional services, tools, test equipment and instruments (except as otherwise specified) to perform the following work and all other work of this section. Testing and Balancing RCT Engineering, Inc. 15300-1 Key West International Airport Residential Noise Insulation Program - Phase 1 1. Where, in the opinion of the T&B Agency, conditions may exist in the system design or construction that may have the potential of adversely affecting system performance, then the T&B Agency shall identify the condition and submit in writing recommended corrections for consideration by the Resident Inspector. 2. During construction, review those shop drawings which have relevance to performance verification to confirm that the required, ductwork and equipment, and their respective specialties and accessories such as dampers, access doors, etc., are properly selected, sized and located to permit proper and complete testing and balancing to be accomplished. 3. Perform site inspections to verify compliance with documents, and observe pressure tests on ductwork. 4. Perform a complete test and balance of all heating, ventilating, air conditioning and exhaust air systems shown and described on the Construction Documents and as further described herein. 5. Submit Equipment Test and Systems Balance Report. 6. Furnish specifications to Contractor for properly sized fixed sheaves on fan systems after proper RPM has been established 1.08 GUARANTEE A. The T&B Agency shall include a warranty period of ninety days after completion and acceptance of test and balance work. During the warranty period, the Resident Inspector may request a re -check or re -setting of any system component requiring testing and balancing. The T&B Agency shall provide technicians, instruments, and tools in conducting any test that may be required during this time. The foregoing shall be in addition to the AABC National Project Certification Performance Guaranty that shall also be provided. PART 2 -- PRODUCTS 2.01 GENERAL A. The tangible product of this section shall include the reports and documentation necessary to verify the systems' performance herein specified. Recorded test data shall be for the final balanced condition for each system. Arrange the recorded data by system using the appropriate designation as established on the Construction Documents. Four copies of the final report signed, bound, and indexed shall be submitted to the Architect or Engineer for approval or comments. Where actual measurements recorded for the final balance show deviations of more than 10% from the design, the T&B Agency shall make such note in the report and submit recommendations for corrective action to the Resident Inspector for consideration. B. In those cases where recorded data can be reasonably interpreted to be inaccurate, inconsistent, or erroneous, the Resident Inspector may request additional testing and balancing. The T&B Agency shall at no additional cost perform such retesting and rebalancing as directed by and in the presence of the Resident Inspector. C. Where, in the opinion of the T&B Agency, there is excessive vibration, movement, or noise from any piece of equipment, ductwork, pipes, etc., the T&B Agency shall note such condition in the report and submit recommendations for action to the Resident Inspector. D. The T&B Agency shall verify that each thermostat and the devices it is controlling operate in the exact sequence required. E. Test Data: Include the following data in the Systems Test and Balance Report: 1. Motors: Manufacturer, model and serial number Testing and Balancing RCT Engineering, Inc. 15300-2 -- Key West International Airport Residential Noise Insulation Program - Phase 1 Rated amperage and voltage Rated horsepower Rated RPM corrected full load amperage Measured amperage and voltage Calculated BHP Measured RPM Sheave size, type and manufacturer 2. Fans: Manufacturer Model or Serial number, BI or Air Foil - number of blades Rated CFM, measured CFM Rated RPM, measured RPM Measured pressures - Inlet and Outlet Static Pressure Pulley size, type and manufacturer Belt size and quantity Rated TSP Operating TSP & operating ESP (at discharge side of Supply Fan or suction side of Exhaust/Return Fan) 3. Air Systems (including inlets and outlets): Provide single line diagrammatic plan locating each air inlet and outlet and its reference number. Grille or diffuser reference number and manufacturer. Grille or diffuser location. Design velocity. Design CFM. Effective area factor and size. Measured velocity. Measured CFM F. Other Report Requirements: Where any systems have equipment or components which are not covered by the above, then the Final Test and Balance Report shall include the following data as applicable to such equipment or systems to confirm actual operation: 1. All inlet and outlet areas. 2. All applicable duct sizes. 3. Supply air conditions. 4. All speeds. 5. All voltage and ampere ranges. 6. Descriptions of each test method used. 2.02 INSTRUMENTATION A. All test and balance equipment and instruments to be famished by the T&B Agency shall have been calibrated within six months of use on this work. A list of equipment and instruments to be used shall be submitted to the Resident Inspector prior to commencing test and balancing operations and shall include equipment and/or instruments, name, manufacturer, serial number and certification of last calibration date. Instruments without calibration adjustment capability shall be accompanied with manufacturer's certification of accuracy. Test and balance equipment and instruments furnished by the Contractor to the T&B Agency shall be accompanied with certification as required above. The T&B Agency shall be responsible for the protection from damage due to accident, abuse or misuse, all equipment and instruments provided by the Contractor, and shall return same in good working condition at the completion of the test and balance work to the Contractor. The T&B Agency shall repair at his expense to original condition and accuracy or replace with like equipment and instruments damaged in the work. Testing and Balancing RCT Engineering, Inc. 15300-3 Key West International Airport Residential Noise Insulation Program - Phase 1 2.03 DIAGRAMS A. Provide a schematic diagram (i.e., one -line) of duct system(s) tested. Indicate on the diagram the relative location of all air distribution devices, heating/cooling coils, points of data measurements, fans, air handling units, and similar equipment included in the system. Diagram shall identify each component tested and it shall correlate with the data sheets provided in the Test and Balance Report. 2.04 LOGS AND FORMS A. Logs and forms shall clearly indicate the following: 1. All inlet and outlet areas. 2. All applicable pipe and duct sizes 3. Outside, inside and supply air conditions. 4. All fan speeds 5. All motor ampere ranges. 6. Descriptions of each test method used. B. AABC log and data forms shall be used. PART 3 -- EXECUTION 3.01 GENERAL A. Sheaves: The Contractor shall provide applicable fans with V-belt drives and fixed pitch sheaves. In order to provide the properly sized fixed pitch Sheave, the Contractor shall initially provide fans with V-belt drives and variable pitch sheaves. The Contractor, upon completion of system balancing by the T&B Agency, shall replace the adjustable pitch sheaves with fixed sheaves of the size and type specified by the T&B Agency. The Contractor shall tag the adjustable sheaves, transmit it to the Resident Inspector, and receive written receipt from the Resident Inspector of acceptance of these sheaves. Load Conditions: All testing and balancing of systems shall be undertaken with maximum attainable load. Testing and balancing of all air handling systems shall be accomplished with ceiling tile in place and enclosing partitions and doors erected. B. Observe all equipment for noise, movement, or vibrations under normal operating conditions and report excesses to the Resident Inspector. 3.02 PERFORMANCE VERIFICATION, PRELIMINARY A. The Contractor, prior to commencement of the balancing by the T&B Agency, shall verify in writing: 1. That all air filters have been installed and are in clean condition. 2. That all linkages between dampers and their actuators are secure. 3. That all fans are operating at the specified RPM. —' B. The Contractor shall confirm in writing that the systems as scheduled for balancing, are operational and complete and that the ductwork has been pressure tested and accepted. 3.03 PROTECTION OF WORK A. The Contractor shall protect all mechanical devices during the testing and balancing period. B. The activities of the T&B Agency shall include but not be limited to the adjustments of designated balancing devices including adjustment of dampers, air extractors, and sheaves for fan speed. — Testing and Balancing RCT Engineering, Inc. 15300-4 Key West International Airport Residential Noise Insulation Program - Phase 1 C. The existence of the T&B Agency does not relieve the Contractor of his responsibility for the complete operation of the mechanical systems in conformance with the contract documents. 3.04 CORRECTION OF WORK A. The Contractor shall at no additional cost to the Airport Authority rectify discrepancies between the actual installation and contract documents when in the opinion of the T&B Agency the discrepancy shall significantly affect system balance and performance. 3.05 COORDINATION AND ASSISTANCE A. The Contractor shall assist the T&B Agency by providing all labor, equipment, tools and material required to operate all of the equipment and systems necessary for the testing and balancing of the systems and for the adjustment, calibration or repair of all electric or automated control devices and components. These services shall be available on each working day during the period of final testing and balancing. The Contractor shall assist the T&B Agency by arranging to have all ceilings, partitions, windows, and doors installed prior to the scheduled commencement of balancing within each specified area. B. The Contractor shall provide to the approved T&B Agency a complete set of plans and specifications and an approved copy of all the HVAC system shop drawings. The Contractor shall include the cost of all pulley, belt, and drive changes, as well as balancing dampers required to achieve proper system balance recommended by the T&B Agency. 3.06 AIR SYSTEMS A. The testing and balancing shall include, but is not limited to, the following requirements: 1. Adjust fan speeds to deliver the sum of the supply diffusers and registers and the static pressure required for the total cfm and record the rpm and full load amperes. 2. Make pitot tube traverses as necessary to balance the system cfm. Seal duct access holes with rubber or metal snap -in plugs. 3. Verify the quantity of supply air and return air when the system is operating in the maximum cooling and full heating modes. 4. Test and adjust each diffuser, grille and register to within 10% of requirements, and also adjust so as to minimize drafts in all areas. 5. Observe all equipment and exposed ductwork for noise, movement, or vibration under normal operating conditions and report excesses to the Resident Inspector. B. After all air distribution devices have been balanced, notify Resident Inspector if temperature in any space is not maintained within 2 degrees plus or minus of the space temperature set point. Request and obtain approval to rebalance devices to obtain the desired temperature regardless of calculated design air quantities. Record the results in the test and balance report. END OF SECTION 15300 Testing and Balancing RCT Engineering, Inc. 15300-5 Key West International Airport Residential Noise Insulation Program — Phase 1 THIS PAGE INTENTIONALLY LEFT BLANK 16050 — Basic Electrical Materials and Methods Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation Key West International Airport Residential Noise Insulation Program - Phase I DIVISION 16 - ELECTRICAL SECTION 16050 - BASIC ELECTRICAL MATERIALS AND METHODS PART 1 - GENERAL 1.01 1.02 1.03 1.04 RELATED SECTIONS A. General requirements - Division One sections. B. Mechanical work - Division 15. C. Painting - Division 9. A. B. C. D. E. F. G. SECTION INCLUDES Secondary electrical service. Electrical power work. Neutral grounding system. Equipment grounding system. Excavation and backfill for electrical conduit installation. Electrical demolition. Tests of electrical systems. QUALITY ASSURANCE A. Regulatory Requirements and Standards: Comply with applicable requirements of the following codes and standards: 1. Local, state, and federal codes and ordinances. 2. National Electrical Code (NEC 1999). 3. National Electrical Safety Code (ANSI C-2). 4. American National Standards Institute (ANSI). 5. National Electrical Manufacturer's Association (NEMA). 6. Life Safety Code (NFPA 101). 7. National Fire Protection Association Fire Codes (NFPA). 8. National Board of Fire Underwriters (NBFU). 9. Underwriters Laboratories, Inc. (UL). 10. Institute of Electrical and Electronics Engineers (IEEE). 11. American Society for Testing and Materials (ASTM). 12. Americans with Disabilities Act (ADA). B. Except as otherwise indicated, electrical material and components shall be listed or labeled by Underwriters Laboratories, Inc., or by a similar recognized testing organization. Listing or labeling shall include suitability for the use intended on this project. C. Single Source Responsibility: Same types of materials and components shall be the product of one manufacturer. SUBSTITUTIONS A. Substitution of materials shall be requested in accordance with the General Conditions and Division One. 1.05 SUBMITTALS Electrical RCT Engineering, Inc. 16050-1 Key West International Airport Residential Noise Insulation Program - Phase 1 A. Product Data: Manufacturers technical product literature, including specifications and installation instructions for each component and system as listed in Products, Part 2, of each section. B. Shop Drawings: Dimensioned drawings and layouts showing location of system components, accessories and secondary systems. Include wiring diagrams, connections and special installation details. C. Coordination Drawings: Detailed layout drawings showing primary elements, components and systems of electrical equipment and materials in relationship with other building components. 1. Indicate clearances for servicing and maintaining equipment. 2. Indicate locations where space is limited and sequencing and coordination will affect efficient installation of the Work. D. Project Record Documents: Submit in accordance with General Conditions and Division One at time of Substantial Completion. Include marked up as -built drawings indicating proper circuit numbers, conduit homeruns, branch conduit runs, and other such pertinent data. E. Operational and Maintenance Manuals: Three copies shall be submitted at time of Final Completion in accordance with the General Conditions and Division One. — 1.06 SEQUENCING AND SCHEDULING A. Coordinate electrical equipment and materials installation with other building components. B. Arrange for chases, slots, and openings in other building components to allow for electrical installations. C. Coordinate the installation of required supporting devices, conduit, and sleeves to be set in poured in place concrete and other structural components, as they are constructed. D. Sequence, coordinate, and integrate installations of electrical materials and equipment for efficient flow of the Work. Give particular attention to large equipment requiring positioning prior to closing in the building. E. Coordinate the cutting and patching of building components to accommodate the installation of electrical equipment and materials. 1.07 DELIVERY, STORAGE, AND HANDLING A. Receive delivery of, store, and handle materials in such a manner to insure that the materials remain in like new condition and in accordance with the General Conditions and Division One. 1.08 FIELD INSPECTION A. Verify existing conditions before installation in accordance with the General Conditions and Division One. 1.09 PERMITS AND FEES A. Secure and pay for all permits and inspections for required electrical work. Turn over all certificates of approval by governing agencies to the Project Manager before final payment for work is made. B. Provide the proper authorities notices as required by law. Comply with the regulations regarding temporary enclosures, obstructions, or excavations. Pay all legal fees involved. Electrical RCT Engineering, Inc. 16050-2 Key West International Airport Residential Noise Insulation Program - Phase 1 C. Arrange with the electric utility for changes in service, and pay all required fees. Notify the telephone and cable utilities of any service changes, and pay all required fees. 1.10 GUARANTEE A. Guarantee all work and materials provided under this contract for one year after acceptance by the Project Manager. Repair or replace with additional cost to the Contract any defect. PART2-PRODUCTS 2.01 LOAD CENTERS A. Characteristics: Types as indicated or scheduled, service entrance rated and bus ratings as indicated equivalent to Square D QO load center. Provide a typewritten circuit directory on the inside of the door. B. Provide surface mounted NEMA 3R or NEMA 1 as indicated. Provide flush or surface mounted as required for indoor panel locations. Provide secondary surge arrester as specified below for all panels provided under this contract. C. Molded Case Circuit Breakers: NEMA AB, plug -on thermal magnetic trip circuit breakers, with common trip handle for all poles. Provide ground fault interrupter circuit breakers in installations where existing panels are being replaced and existing panels have such breakers. Where circuit breakers are being added to existing panels which are not being replaced, such circuit breakers shall be of the same manufacturer as the manufacturer of the panel in which they are being installed in and shall be so listed for such installation by the manufacturer. D. Source Manufacturers: 1. Westinghouse/Cutler-Hammer. 2. General Electric. 3. Siemens. 4. Square D. 2.02 ENCLOSED CIRCUIT BREAKERS AND MOLDED CASE SWITCHES A.. Characteristics: Molded case type of overcurrent trip rating, number of poles, voltage, and interrupting capacity as indicated. Minimum interrupting capacity of 10,000 AIC on 240 volt systems. B. When circuit breakers are used for service entrance equipment, provide with neutral bar. Provide with equipment ground bar. C. Circuit breakers used for overcurrent protection of refrigeration or air conditioning equipment shall be HACR rated. D. Metal nameplate: Locate on front cover indicating type and catalog number. Provide padlock cover or handle capable of being locked in the "OFF" position. E. Enclosed molded case switches shall comply with the above except they shall not have overcurrent trip capability. F. Source Manufacturers: Electrical RCT Engineering, Inc. 16050-3 Key West International Airport Residential Noise Insulation Program - Phase 1 --- 1. Westinghouse/Cutler-Hammer. 2. General Electric. 3. Siemens. 4. Square D 2.03 SAFETY SWITCHES A. Characteristics: General or heavy duty, fusible or nonfusible as indicated or required, quick make, quick break; horsepower rated. Switches shall be of number of poles, amps, and volts indicated. Switch nameplate shall indicate switch type, catalog number, and horsepower ratings. Switch handles shall be capable of being locked in the "OFF" position. B. Source Manufacturers: 1. Cutler-Hammer/Westinghouse. 2. General Electric. _ 3. Siemens. 4. Square D. 2.04 FUSES A. Fuses 600 Amperes and Less: UL 248, Class RK1 or RK5; as indicated on Drawings; current limiting, one- time fuse, 250 volt. Nominal interrupting rating: 100,000 rms amperes. — B. Source Manufacturers: 1. Gould Shawmut. 2. Bussmann. 3. Littelfuse. 4. Reliance Fuse. 2.05 MANUAL MOTOR STARTERS A. Characteristics: Types as indicated or scheduled. Where starters control motors without internal overload protection, the starters shall contain overload protection of melting alloy or bimetallic type in each ungrounded conductor serving the motor. B. Switches: Surface or flush mounted as indicated, NEMA 1 general purpose enclosure unless otherwise indicated. C. Provide switches with pilot light where indicated. D. Source Manufacturers: 1. Allen-Bradley. 2. Cutler-Hammer/Westinghouse. 3. General Electric. _ 4. Siemens. 5. Square D 2.06 RACEWAYS AND FITTINGS A. Rigid Metal Conduit -Galvanized Steel (RMC-GS): Hot dipped galvanized, ANSI Standard C80.1, Federal Electrical RCT Engineering, Inc. 16050-4 Key West International Airport Residential Noise Insulation Program - Phase 1 Specification WW-C-581, and Underwriters' Laboratories Standard UL6. B. Electrical Metallic Tubing (EMT): ANSI Standard C80.3, Federal Specification WW-C-563, and Underwriters Laboratories Standard UL 797. C. Rigid Nonmetallic Conduit (RNC-PVC): Polyvinylchloride, Schedule 40 or 80 as indicated, NEMA Standard TC-2 and UL Standard 651. D. Flexible Metal Conduit (FMC): Federal Specification W W-C-566 and Underwriters' Laboratories Standard UL-I. E. Flexible Metal Conduit Liquid Tight (FMC-LT): Steel, galvanized inside and outside, with continuous copper ground and moisture and oil proof extruded PVC jacket. F. Flexible Nonmetallic Conduit Liquid Tight (FNC-LT): Polyvinylchloride with a rigid PVC spiral completely surrounded by flexible PVC. Conduit and fittings shall be UL listed. G. Wireways: National Electrical Code Article 362 and Underwriters Laboratories, Inc. H. Surface Metal Raceway: National Electrical Code Article 352 Part A and Underwriters Laboratories, Inc. I. Auxiliary Gutters: National Electrical Code Article 374 and Underwriters Laboratories, Inc. J. Raceway Fittings: Designed for use with the type of raceways on which they are installed, and for the types of environments in which the raceways are located. 2.07 OUTLET AND DEVICE BOXES A. Boxes on interior covered conduit systems: Galvanized steel of the type, shape, size and depth to suit each respective location, minimum 1-1/2 in. deep and of size to accommodate devices noted. Provide outlet box accessories as required for each installation, including mounting brackets, wallboard hangers, extension rings, fixture studs, cable clamps and metal straps for supporting boxes. B. Device boxes on interior exposed or exterior conduit systems: Type FS or FD with external threaded hubs, cast aluminum or galvanized malleable iron, suitable for the wiring devices to be installed. C. Covers: Cast aluminum or galvanized malleable iron, designed for the wiring devices and boxes to be installed. D. Weatherproof covers: Provide for boxes in damp and wet locations, installed with gaskets and stainless steel fasteners. E. In wet locations, conduits entering sheet metal equipment enclosures shall terminate with gasketed hubs. Source Manufacturers: 1. Myers. 2. Crouse -Hinds. 3. Efcor. F. Surface metal raceway device boxes: National Electrical Code Article 352 Part A and Underwriters, Inc. requirements. G. Conduit Bodies: Cast aluminum or galvanized malleable iron of the type, shape and size to suit each location, constructed with threaded conduit ends, removable cover, gaskets and corrosion resistant screws. Electrical RCT Engineering, Inc. 16050-5 Key West International Airport Residential Noise Insulation Program - Phase 1 H. Provide corrosion resistant, punched steel box knockout closures, conduit locknuts and malleable iron conduit bushings of type and size to fit respective use and installation. Where grounding connections are required, bushings shall have terminals for bonding jumper. 2.08 JUNCTION AND PULL BOXES A. Characteristics: Aluminum, galvanized steel, or galvanized malleable iron boxes unless otherwise indicated, of the size required by Article 370 of NEC for the number, size, and position of conduits and conductors entering the box. Provide full access screw covers, for surface or flush installation, mounted with corrosion resistant machine screws. 1. Where intermediate cable supports are necessary because of box dimensions, provide reinforced flange and removable # 12 gauge galvanized channels for supports of conductors. B. Characteristics: PVC or reinforced glass fiber composition of the size required by NEC-370 for the number, size, and position of conduits and conductors entering the box. Provide full access screw covers, for surface or flush installation, mounted with corrosion resistant machine screws. Provide grounding lug. 2.09 GROUND RODS A. Characteristics: Copper clad steel, 5/8 in. x 10 ft. except where otherwise indicated. 1. Single ground rods: Either plain or sectional type. 2. Multiple ground rods: Sectional type with exothermic welded couplings driven in tandem. 2.10 POWER, LIGHTING, GROUNDING, AND CONTROL CONDUCTORS A. Material: Copper unless otherwise indicated. Conductors #10 AWG and smaller shall be solid. Except where used for grounding, conductors #8 AWG and larger shall be stranded. B. Sizes: 1. Power, lighting, and grounding conductors shall not be smaller than # 12 AWG. 2. Except where otherwise indicated, control conductors shall not be smaller than #14 AWG. C. 600 volt insulated conductors for general use in raceways: Type THW or THWN/THHN. D. Nonmetallic -sheathed cable (Romex) per NEC 336. E. Service entrance cable per NEC 338. F. Mechanical Splices: 1. For conductors larger than #10 AWG: Compression type. 2. For conductors #10 AWG and smaller: Wire -nut type spring connectors. G. Taps: Power distribution blocks for multiple tapping from feeders. Base shall provide mounting and insulating properties. ILSCO type PDB or Square D type LBA or type LBC. 2.11 WIRING DEVICES AND COVER PLATES Electrical RCT Engineering, Inc. 16050-6 Key West International Airport Residential Noise Insulation Program - Phase 1 A. Characteristics - Straight blade and locking receptacles: Federal Specification W-C-596 and NEMA Standard WD-1, or where applicable for weatherproof rating, NEMA WD-5; ivory color where ivory is manufactured. Receptacles shall be the NEMA standard blade configurations indicated or NEMA 5-15R where no configuration is shown. Source Product/ Manufacturer: 1. 15 ampere 125 volt single receptacle, 2 pole 3 wire grounding straight blade (single NEMA 5-15R): Arrow-Hart#5261I. 2. 15 ampere 125 volt duplex receptacle, 2 pole 3 wire grounding straight blade (duplex NEMA 5-15R): Arrow -Hart #5262I. 3. 15 ampere 250 volt single receptacle, 2 pole 3 wire grounding straight blade (single NEMA 6-15R): Arrow-Hart#5651I. 4. 20 ampere 125 volt single receptacle, 2 pole 3 wire grounding straight blade (single NEMA 5-20R): Arrow-Hart#5361I. 5. 20 ampere 125 volt duplex receptacle, 2 pole 3 wire grounding straight blade (duplex NEMA 5-20R): Arrow -Hart #53621. 6. 20 ampere 125 volt feed through ground fault circuit interrupter duplex receptacle, 2 pole 3 wire grounding straight blade (GFCI duplex NEMA 5-20R): Hubbell #GF-5362-I. 7. 20 ampere 250 volt single receptacle, 2 pole 3 wire grounding straight blade (single NEMA 6-20R): Arrow-Hart#5361I. 8. Special purpose receptacles shall be as indicated on the drawings. A mating plug shall be furnished to the Owner for each special purpose receptacle provided. B. Characteristics - Toggle switches: Federal Specification W-S-896, NEMA Standard WD-1 where appli- cable, ivory handles, where ivory is manufactured, rated for 120V ac, with grounding screw, and shall have the same current rating as the branch circuit to which they are connected and be the configurations indicated. Source Product/ Manufacturers: 15 ampere single pole: Arrow -Hart #1891I. 20 ampere single pole: Arrow -Hart # 1991I. 30 ampere single pole: Arrow -Hart #39911. 30 ampere 2 pole: Arrow -Hart #3992I. Special purpose toggle switches shall be as indicated on the drawings. C. Characteristics - Flush Cover Plates: Appropriate type and size for the boxes and devices installed, plastic. Plates for use with devices in exposed masonry construction shall be sized to cover the masonry opening. D. Characteristics - Surface Mounted Device Box Covers: As indicated on the drawings. Covers for Type FS/FD boxes shall be the four corner screw type. Covers in damp and wet locations shall be polycarbonate or cast metal, with gaskets and stainless steel hardware. E. Source Product/Manufacturers designated above are specified as standards of quality. The following Source Manufacturers are acceptable: 1. Arrow -Hart. 2. Bell. 3. Bryant. 4. Eagle. 5. General Electric. 6. Hubbell. 7. Leviton. 8. Pass & Seymour. 9. Slater. 10. Sylvania. Electrical RCT Engineering, Inc. 16050-7 Key West International Airport Residential Noise Insulation Program - Phase 1 2.12 DENTIFICATION MARKERS A. Conductor Identification Markers: Plastic, designed for this purpose with preprinted numbers and letters. 2.13 SECONDARY SURGE ARRESTER A. Transient voltage surge suppressors (Category C) shall meet or exceed the following criteria: 1. Listed in conformance with UL 1449, 2"d Edition. 2. Maximum single impulse current rating: 32,000 amperes. 3. Let through ratings per UL 1449, 2"d Edition, 500 volts. 4. Visible indication of proper suppressor connection and operation shall be provided (LED indicator). B. Provide units to mount in breaker spaces such as Square D QO Surgebreaker (cat # QO2175SB) or to panel such as Intermatic IG 1240R. PART 3 - EXECUTION 3.01 EXCAVATION AND BACKFILL A. Excavate as necessary for the installation of electrical materials and equipment at the locations indicated on the drawings. Verify the locations of existing underground utilities or structures before excavating, and exercise care to avoid damage to such items during excavation. B. Backfill with earth free of large clods, large stones, and foreign debris, deposited in 6 in. layers and compacted to a density of not less than that of the surrounding undisturbed material. 3.02 ELECTRIC POWER SERVICE A. Provide the mast and service entrance conduit and conductors for the aerial electric power service. K. Coordinate service requirements with the local electric utility. L. Comply with the utility's requirements for the location and configuration of the mast and service entrance conduit and conductors. B. Provide service metering, disconnecting and overcurrent equipment of a type approved by the utility and the local building authority for this use. C. Metering equipment famished by the utility may be installed in lieu of Contractor furnished equipment. D. The electric power service grounding electrode and grounding electrode conductor shall conform to NEC Article 250 and the utility's requirements. 3.03 LOAD CENTERS A. Install load centers in accordance with the manufacturer's written instructions and with recognized industry practices. B. Coordinate the installation of load centers with raceway installation work. Anchor enclosures securely to walls and other structural surfaces. Electrical RCT Engineering, Inc. 16050-8 Key West International Airport Residential Noise Insulation Program - Phase 1 3.04 CUTTING, PATCHING, AND PAINTING A. Cut and patch the building as required to install sleeves, inserts, conduits, and electrical equipment. Patching shall be done by mechanics skilled in the various trades. Work shall match the general construction work. All cutting shall be done in a manner to retain the structural integrity of the unit being cut. Where existing equipment is removed, patch to match the existing building finishes. B. Paint all patched surfaces to match the paint color in the immediate area in accordance with Division 9 requirements. 3.05 RACEWAYS AND FITTINGS A. Except where otherwise indicated, provide raceways for each electrical system with fittings, components, and accessories necessary to form a complete raceway system. B. Conduits shall be concealed in finished spaces unless otherwise indicated. Run exposed conduits parallel to and at right angles to building lines and support at proper intervals. C. Make field bends in conduits with benders designed for the purpose. D. Attach conduit support devices to structure with toggle bolts on hollow masonry; lead shields on solid masonry; and machine bolts, beam clamps, or spring steel clips on steel. Use plated steel threaded rods for suspended conduit hangers. Nails, perforated straps, and tie wires will not be accepted. E. Conduits direct buried in earth shall be nonmetal (RNC), as indicated. Install at a minimum depth of 30 in. below finished grade. Turn up elbows in conduit runs of 2 in. and larger trade size shall be minimum 36 in. radius sweep and shall be RNC with 2 in. concrete encasement or RMC-GS. F. Conduits above suspended ceilings shall be supported from the building structure, not by the suspended ceiling. G. Install conduits penetrating fire rated ceilings, walls or floors with UL approved methods, materials, and devices to maintain the fire rating integrity of the structure penetrated. Refer to UL Building Materials Directory for frestop systems and listed materials. H. Provide flexible conduit for motor connections and for other electrical equipment connections where subject to movement and vibration. Provide liquidtight flexible conduit in areas subjected to moisture, corrosive atmosphere and dripping oil or grease, in addition to movement and vibration. 1. Provide conduit expansion and deflection fittings where indicated or, if not indicated, where recommended by the conduit manufacturer for the environmental conditions in which the conduit is installed. J. Use double locknuts and insulated bushings for conduit connections to boxes and enclosures. Metallic conduit systems shall provide continuous grounding. K. Install wireways, auxiliary gutters, and surface metal raceways using fasteners and fittings designed for the purpose. L. Clean raceway interiors after installation is completed. Provide pull wires in empty, spare, and future use conduits and seal conduit ends with substantial caps or plugs and marked for identification. 3.06 OUTLET AND DEVICE BOXES Electrical RCT Engineering, Inc. 16050-9 Key West International Airport Residential Noise Insulation Program - Phase 1 A. Install boxes of size required by Article 370 of the NEC for the number and size of conductors installed. Sheet metal boxes shall be installed only in dry, concealed accessible locations and not below grade in — outside concrete or masonry walls, or in floor slabs subject to moisture, where vapor tight fixtures are required, or for any outdoor use. B. Close unused threaded openings in Type FS and FD boxes with flush conduit plugs. C. Install device boxes used with surface metal raceways as indicated. 3.07 JUNCTION AND PULL BOXES A. Install junction and pull boxes where indicated and where necessary to terminate, tap off, or redirect multiple conduit runs, of size indicated or as required by NEC. B. Where feeder splices are to be made, install boxes large enough to provide ample work space. C. Support boxes independently of the conduits entering them. Place boxes in accessible locations. 3.08 CONDUCTORS A. Do not install conductors and pullwires in raceways until the raceway systems have been completed and cleaned. Exercise care when installing conductors to prevent damage to conductor or insulation. Use only approved cable pulling lubricants. B. Conductors shall be continuous from outlet to outlet without splices except within wireways or junction boxes. Mark conductors in panels, pull boxes or wireways and terminal strip terminals for identification of circuits. 1. Conductors shall be joined using compression splices, except that conductors #10 and smaller may be joined using wire nut type connectors. Conductors shall be terminated using compression or pressure type terminal lugs, or in pressure terminals. 2. Conductors shall be tapped using pressure type power distribution blocks. 3. Compression splices used on conductors #10 AWG and smaller shall be the self insulated type; other splices shall be insulated using 3M #33+ or #88 plastic tape. 4. Splices in wet locations shall be insulated with electrical tape and encapsulated with Scotchcast or equal potting compound. 3.09 WIRING DEVICES AND COVER PLATES A. Install wiring devices of the type, size, voltage and number of wires indicated. Devices shall be grounded. Mount devices within recessed boxes to allow flush plates to be in contact with wall on all sides, without the use of mats or plaster filling. B. Install single throw toggle switches with the ON toggle position up. C. Install multiple switches, receptacles, or combinations installed in the same location in multiple gang boxes; do not install dual or triple switches or combination single gang devices except where specifically indicated. D. Provide device plates of one piece, single or multigang type, selected to match the device or combination of devices. E. Unless otherwise dimensioned or noted, mount devices to match similar devices in the residence. Electrical RCT Engineering, Inc. 16050-10 Key West International Airport Residential Noise Insulation Program - Phase I 3.10 DISCONNECT SWITCHES A. Install disconnect switches, i.e., safety switches and enclosed molded case circuit breakers where required by Code or where indicated. B. Install in accordance with manufacturer's written instructions and with recognized industry practices. C. Coordinate the installation with raceway installation work. Anchor securely to walls and other structural surfaces. D. Provide disconnect switches of voltage, current and horsepower (where required) ratings per NEC requirements. 3.11 FUSES A. Install fuses of the type designed for the fuse holders. Where fuses are required by the equipment manufacturer to protect the equipment, they shall be installed to comply with the manufacturer's requirements. Replace all fuses blown during construction without additional cost to the Project. B. Where Class R time delay fuses are required as above or as indicated, provide fuse rejection clips for Class R fuse holders. 3.12 GROUNDING A. Installation of system neutral grounding shall comply with the requirements of Article 250 of NEC. B. In addition to the equipment grounding requirements of Article 250 of NEC, install copper wire grounding conductors in all flexible conduits, feeder conduits, wireways, auxiliary gutters, surface metal raceways, other than services. C. Where equipment grounding conductor is bonded to equipment, remove insulating paint and other compounds from under the ground lugs. D. Do not use mounting connections for bonding equipment grounding conductors. 3.13 ENCLOSURES A. Enclosures installed for panels, safety switches, and similar equipment shall be NEMA Type 1 for dry locations and NEMA Type 3R for damp or wet locations unless otherwise noted. 3.14 SECONDARY SURGE ARRESTER A. Suppressors shall provided with each panel provided under this contract and shall be close-nippled to the panel or installed in the panel breaker spaces. The mounting position of the suppressor shall permit a straight and short lead length connection between the suppressor and the point of connection to the panel. Connections utilizing conduit between the suppressor and panel will not be accepted. Provide 2-pole circuit breakers of amperage recommended by manufacturer for units hard wired to panel. 1. All manufacturers installation recommendations shall be followed. 2. Conductors between suppressor and point of attachment to the panel shall be kept as short and straight as possible. 3. Suppressors ground shall be bonded to the neutral conductor and the ground conductor. Electrical RCT Engineering, Inc. 16050-1 1 Key West International Airport Residential Noise Insulation Program - Phase 1 3.15 IDENTIFICATION MARKERS A. Install conductor identification markers on conductors at terminations and injunction and pull boxes through which the conductors pass. Color code power conductors by insulation or tape and identify by markers injunction and pull boxes to indicate the conductors' panel and circuit number. Identify control conductors by markers at all locations. B. Identification markers which are not preprinted, such as panel indexes and special cable markers, shall be typewritten or otherwise mechanically printed, not hand lettered. 3.16 ELECTRICAL DEMOLITION A. Examine existing conditions. Report discrepancies to Project Manager before starting work. Existing conditions are accepted after work commences. B. Coordinate electrical outages with utility company, Project Manager, and residence owner or occupant. C. Maintain existing system in service until new system is complete and ready for service. Disable system for switchover and connections. Obtain permission from Project Manager and residence owner or occupant at least 24 hours in advance of partially or completely disabling system. Minimize the duration of any outage. Make temporary connections to maintain service in areas adjacent to work area. D. Remove, relocate, and extend existing installations to accommodate new construction, including wiring _ devices. E. Remove exposed abandoned conduit including conduit above accessible ceilings. Cut conduit flush with - walls or floors, and patch surfaces. F. Remove meter can, panel, safety switches, conduit, or service mast as indicated. G. Remove branch circuiting and disconnects to air handlers and condensing units. H. Repair adjacent finishes damaged during demolition and extension work. 3.17 CLEANING AND REPAIRING A. Repair any existing equipment damaged during demolition or construction. B. Clean and remove from the residence all debris daily. C. Clean all equipment at completion of work, and leave in working. D. On all panels, clean interiors and exteriors. Check tightness of electrical connections. Replace damaged circuit breakers. Provide closure plates for vacant spaces. Provide typed circuit directory with revised circuiting. 3.18 TESTS A. Test each grounding electrode for ground resistance. 1. Use either a crank type or solid state ground resistance tester to perform the test in accordance with the tester manufacturer's instructions. The test shall be performed before any conductor Electrical RCT Engineering, Inc. 16050-12 Key West International Airport Residential Noise Insulation Program - Phase 1 connections are made to the grounding electrode. Do not perform tests within 48 hours following rainfall at the test location. 2. If ground resistance exceeds 25 ohms, provide additional ground rods six feet apart as necessary to provide the required ground resistance. 3. Record the results of the ground resistance tests, including the readings obtained, and forward in writing to the Project Manager or his representative. B. Before each new service or feeder is energized, perform insulation resistance tests, using either a crank type or solid state 500V insulation resistance tester, on the service or feeder conductors and the equipment they feed, for unintentional grounds and short circuits. Record and maintain the results of the insulation resistance tests, including the readings obtained, with other project records on site and available for review. C. After each system is completed, perform functional tests to demonstrate that the system operates in accordance with the requirements of the drawings and specifications. The tests shall be performed by the Contractor in the presence of the Project Manager or his representative. END OF SECTION 16050 Electrical RCT Engineering, Inc. 16050-13 Key West International Airport Residential Noise Insulation Program — Phase 1 THIS PAGE INTENTIONALLY LEFT BLANK 1y . y yw 11 i U_ \ i u'_.0wg r.o : lin le ,n 1v, cfUU1 - 4 :) Prime Doors DR-1.1 EPW Exterior Prime Swinging Wood Door Wood Frame Construction DR-1.2 EPW Exterior Prime Swinging Wood Door Concrete Block Construction DR-1.3 EPM Exterior Prime In -swinging Metal Door Wood Frame Construction DR-1.4 EPM Exterior Prime In -swinging Metal Door Concrete Block Construction DR-4.1 EP-OS Exterior Prime Out -swinging Metal Door Wood Frame Construction DR-4.2 EP-OS Exterior Prime Out -swinging Metal Door Concrete Block Construction DR-5.1 EGLM Exterior Gliding Metal Door Wood Frame Construction DR-5.2 EGLM Exterior Gliding Metal Door Concrete Block Construction DR-5.4 EFRM Exterior French Metal Door Concrete Block Construction DR-6.1 IP Interior Swinging Door Wood Frame Construction Storm Doors SD-1.1 SD -SW Swinging Storm Door — Hurricane Rated Wood Frame Construction SD 1.2 SD -SW Swinging Storm Door— Hurricane Rated Concrete Block Construction Acoustical Metal Windows MW-1.3 MDHC Metal Double Hung Window MW-1.4 MDHC Metal Double Hung Window MW-2.3 MFIXC Metal Fixed Window MW-2.4 MFIXC Metal Fixed Window MW-3.3 MGLC Metal Gliding Window MW-3.4 MGLC Metal Gliding Window M W -4.0 Storm Windows Metal Window Mullions Wood Frame Construction Concrete Block Construction Wood Frame Construction Concrete Block Construction Wood Frame Construction Concrete Block Construction SW-10.0 IOP-SKY Interior Operable Storm Window at Skylight. General Details GEN-1.6 Remove and Infill Existing Through Wall AC - Concrete Block Construction GEN-1.7 Remove and Infill Existing Through Wall AC — Wood Frame Construction GEN-2.0 Sound Insulated Unhinged Attic Access Panel GEN-2.2 Non -reducing Attic Access Panel Drawing Title: I Table of Contents The Jones Payne Group Pmject Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: Project No.: 20001 Boylston Street Suite 401 Boston, Massachusetts 02116 ip334 tat 617S36.6316 fax 617.536.6248 �a By: Checked By: email posto8ice@lonasparne.com Date Issued: 06-15.01 Scale: vt:VFyllxlll LW1 uruw-.. - , y I- y Ceiling & Wall Details CL-6.0 One Layer of 5/8" gypsum board direct applied with existing surfaces retained W L-5.0 One Layer of 5/8" gypsum board direct applied with existing surfaces retained WL-8.2 Lowered Sill at Wood Framed Wall WL-8.3 Lowered Sill at Brick /CMU Veneer Storm Protection SP-1.1 PAN Removable Storm Panel SP-1.2 PAN Removable Storm Panel SP-2.1 AWN Bahama / Awning Shutter SP-2.2 AWN Bahama / Awning Shutter SK Details SK-A Kolb Fixed trapezoid windows at ceiling SK-B Kolb Outswinging door at roof deck SK-C Kolb Double outswinging door with sidelights SK-D Garcia Treat existing AAP SK-E Concrete Landing SK-F Wolford Rehang existing door in new frame Mechanical Details M-1 General Notes M-2 Detail at Duct M-3 Detail at Duct Perpendicular to Joists M-4 Piping in Soffit M-5 Sheet Metal Panel at Pipe Drops on Exterior Wall M-6 Condensing Unit Concrete Pad Detail M-7 Air -Cooled Condensing Unit Stand M-8 Refrigerant Piping Hanger Electrical Details E-1 Electrical Legend E-2 Service Mast Detail E-3 Typical Upgraded Electrical Riser E-4 Electrical Notes E-5 Wall Outlet and Switch Modifications E-6 Typical Panel Schedule E-7 Typical Load Calculation Wood Frame Construction Concrete Block Construction Wood Frame Construction Concrete Block Construction IDrawing Title: I Table of Contents I • The Jones Payne Group 334Boylswn Sneer Suite 401 td: 617.536.6316 fax: 617536.6248 ip Boston, Massachusens 02116 email: postol8ce@ionespayne.com Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number. Project No.: 20001 Drawn By: Checked By: Date Issued: 06-15-01 Scale: ©copyright 2001 urawinj :,rr r, \..H \rc�,;r Lipr a ry\rceywest \aoors' _. awc; r,ot 'Date Jun 15, 2UU1 - 24/o, PROVIDE AND INSTALL CONTINUOUS SEALANT, PROVIDE BACKER ROD IF GAP EXCEEDS X". MAINTAIN MINIMUM 2" AIR SPACE BETWEEN DOORS. FRAME DEPTHS ARE TO BE COORDINATED TO ALLOW FOR FOR BOTH CONSISTENT JAMB DEPTH AND DOOR HARDWARE. (EASE OF OPERATION) — PROVIDE AND INS CONTINUOUS SEA PROVIDE BACKER GAP EXCEEDS Yi CUT BACK AND REMOVE EXISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF DOOR, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. PROVIDE AND INSTALL NEW FURRED OUT TRIM (PERIMETER CASINGS, AND STOPS) TO MATCH EXISTING TO ALLOW FOR INCRESED DEPTH OF COMBINED DOOR UNITS. STYLE AS PER ARCHITECT. PROVIDE AND INSTALL NEW BLOCKING, SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION. COORDINATE BLOCKING TO UNIFY INSTALLATION (JAMB THICKNESS) OF DUAL FRAMES (INNER do OUTER) AND TO PREVENT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. PROVIDE AND INSTALL CONTINUOUS PERIMETER WEATHER—STRIPPING AT HEAD AND JAMBS. NEW DOOR UNIT —SEE SCHEDULE. DOORS MAY REOUIRE OPPOSITE SWING TO ACCOMMODATE KNOBS AND HANDLES AND PREVENT CONFLICT. IF CHANGE IS REOUIRED, VERIFY WITH ARCHITECT AT PRE —WALKS. CONTRACTOR TO PROVIDE ALUMINUM SADDLE TO COORDINATE WITH OUTER DOOR AND TO PROJECT APPROXIMATELY Yt" BEYOND THE INTERIOR FACE OF THE INNER DOOR. CONTRACTOR TO PROVIDE CONTINUOUS SHEET MEMBRANE (FLEXIBLE FLASHING) AT FULL DEPTH OF SILL. AT EXTERIOR, RECESS MEMBRANE TO SUFFICIENTLY ALLOW PENETRATION AND ANCHORING OF CAULK JOINT. GENERAL NOTES: LEGEND 1. INTERIOR AND EXTERIOR CONDITIONS (SIDING, TRIM, FLASHES, ETC.) VARY PER INSTAIATION. ® EXISTING 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHILL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS. INCLUDING PATCHING, PRIMING AND PAINTING TO ACHIEVE A CONSISTANT O NEW MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT, FLOOR, ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. Drawing Title: EPW - Exterior Prime In -Swinging Wood Door at Woodframe Construction Head and Threshold Detail 40 The Jones Payne Group Boybton Street, Suite 401 Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: Project No.: 20001 Boston. Massachusetts 02116 ip334 tel: 617.536.6316 fax: 617.536.6248 email: Postoffice@pnesPayne.com Drawn B r P„� Checked By: TEK DR-1.1 Date Issued: 06-15-01 Scale: 3" - I' or As Noted (9copynght ZUUI urawinq rue _,Cr-ur-y\neywes Lww.5 MAINTAIN MINIMUM 2" AIR SPACE BETWEEN DOORS. FRAME DEPTHS ARE TO BE COORDINATED TO ALLOW FOR FOR BOTH CONSISTENT JAMB DEPTH AND AND DOOR HARDWARE. (EASE OF OPERATION) PROVIDE AND INSTALL CONTINUOUS SEALANT, PROVIDE BACKER ROD IF GAP EXCEEDS X". CUT BACK AND REMOVE EXISTING INTERIOR FINISHES TO ALLOW FOR REMO�ITTLE OF DOOR, CAUSING AS L DAMAGE AS POSSIBLE ADJACENT SURFACES. PROVIDE AND INSTALL NEW BLOCKING. SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION. COORDINATE BLOCKING TO UNIFY INSTALLATION (JAMB THICKNESS) OF DUAL FRAMES (INNER & OUTER) AND TO PREVENT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. - PROVIDE AND INSTALL CONTINUOUS PERIMETER WEATHER-STRIPPING AT HEAD AND JAMBS. DOORS MAY REOUIRE OPPOSITE EX�RIDR SWING TO ACCOMMODATE KNOBS AND HANDLES AND PREVENT CONFLICT. IF CHANGE /f IS REQUIRED, VERIFY WITH ARCHITECT AT PRE —WALKS. PROVIDE AND INSTALL NEW FURRED OUT TRIM (PERIMETER CASINGS, AND STOPS) TO MATCH EXISTING TO ALLOW FOR INCRESED DEPTH OF COMBINED DOOR UNITS. STYLE AS PER ARCHITECT. NEW DOOR UNIT -SEE SCHEDULE. GENERAL NOTES: LEGEND 1. INTERIOR AND DXTERIOR CONDITNXNS (SIDING. TRY. FINISHES. ETC.) VARY PER INSTALATIDN. ® EXISTING 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHILL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. I MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS. INCLUDING PATCHING. PRYING APO PAINTING TO ACHIEVE A CONSISTANT O NEW MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT. FLOOR. ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. Drawing Title: EPW - Exterior Prime Wood In -Swinging Wood Door at Wood Frame Construction Jamb Detail __J • 334 Boylston Street Suite 401 ipThe Jones Payne Group Boston. Massachusetts 02116 tet 617.536.6316 fax: 617.536.6248 email: postetficeCDlonespayne-com Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: Project No.: 20001 DR-1.1 Drawn By: PAL Checked By: TEK Date Issued: 06-15-01 Scale: 3" - F or As Noted ©copyright 2001 Drpwq File. H\CADD\RS:? ,ic:r "\,(<'ywest\doors\llk'-L�H�awg '.e 11 PROVIDE AND CONTINUOUS PROVIDE BAC GAP EXCEED! MAINTAIN MIN BETWEEN DO, ARE TO BE I ALLOW FOR CONSISTENT DOOR HAROV OPERATION) PROVIDE AND INS CONTINUOUS SEAL PROVIDE BACKER GAP EXCEEDS X". :UT BACK AND REMOVE XISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF )OOR, CAUSING AS LITTLE )AMAGE AS POSSIBLE TO ADJACENT SURFACES. PROVIDE AND INSTALL NEW CASINGS (PERIMETER TRIM. EXTENSION JAMBS, STOPS) OR GYPSUM RETURNS TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. PROVIDE AND INSTALL CONTINUOUS PERIMETER WEATHER-STRIPPING AT HEAD AND JAMBS. NEW DOOR UNIT —SEE SCHEDULE. DOORS MAY REQUIRE OPPOSITE SWING TO ACCOMMODATE KNOBS AND HANDLES AND PREVENT CONFLICT. IF CHANGE IS REOUIRED, VERIFY WITH ARCHITECT AT PRE —WALKS. CONTRACTOR TO PROVIDE ALUMINUM SADDLE TO COORDINATE WITH OUTER DOOR AND TO PROJECT APPROXIMATELY i2" BEYOND THE INTERIOR FACE OF THE INNER DOOR. CONTRACTOR TO PROVIDE CONTINUOUS SHEET MEMBRANE (FLEXIBLE FLASHING) AT FULL DEPTH OF SILL. AT EXTERIOR. RECESS MEMBRANE TO SUFFICIENTLY ALLOW PENETRATION AND ANCHORING OF CAULK JOINT. GENERAL NOTES: LEGEND 1. INTERIOR ADD EXTERIOR CONDITIONS (SIDING, TRIM, FINISHES, ETC.) VARY PER INSTALATION. ® EXISTING 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. Q 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PRIMING AND PAINTING TO ACHIEVE A CONSISTANT NEW MUCH OF FINISHES TO A LOGICAI. BREAK POINT. (CORNER. SOFFIT, FLOOR. ETC.) 4. ALL NOTES APPLY TO DWFERINC JAMB CONDITIONS. I Drawing Title: I EPW - Exterior Prime Wood In -Swinging Wood Door at Concrete Block Construction I Jamb Detail • 334 Boylston Street Suite 401 1pThe Jones Payne Group Boston. Massachusaas 02116 tal:617.536.6316 fax:617.536.6248 °mai' postoHiceoonespaynecom Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: Project No.: 20001 DR-1.2 Drawn By: PAL Checked By: TEK Date Issued: 06-15-01 Scale: 3" - 1' or As Noted ©copyright 2001 _ :nrcry e west Boors Jk 1 �J dw ',ct Date Jun 15, 2001 - 3 17 NEW DOOR UNIT -SEE SCHEDULE. CUT BACK AND REMOVE EXISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF DOOR, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. PROVIDE AND INSTALL NEW BLOCKING, SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION. COORDINATE BLOCKING TO UNIFY INSTALLATION (JAMB THICKNESS) OF DUAL FRAMES (INNER dt OUTER) AND TO PREVENT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. — EXTERIOR CONTINUOUS PERIMETER SEALANT. PROVIDE AND INSTALL NEW CASINGS (PERIMETER TRIM, EXTENSION JAMBS, STOPS) GYPSUM RETURNS TO MATC EXISTING CONDITIONS OR AS PER ARCHITECT. PROVIDE AND INSTALL CONTINUOUS PERIMETER WEATHER—STRIPPING AT HEAD AND JAMBS. GENERAL NOTES: LEGEND I. INTERIOR AND EXTERIOR CONDITIONS (SIDING. TRIM, FINISHES, ETC.) VARY PER INSTAlATIDN. ® EXISTING 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PRIMING AND PAINTING TO ACHIEVE A CONSISTANT O NEW MATCH OF FINISHES TO A LOGIGL BREAK POINT. (CDRNER, SOFFIT, FLOOR, ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS, Drawing Title: EPW - Exterior Prime In -Swinging Wood Door at Concrete Block Construction Jamb Detail The Jones Payne Group Boyhton Street, Suite 401 Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: Project No.: 20001 Boston, Massachusetts 02116 ip334 tel.. 61 7.536.6316 fax: 617.536.6248 email: postoffice@jonupaynacorn DrawnBy: PAL Checked By: TEx DR-1.2 Date Issued: Ofr 15-01 Scale: 3" - 1' or As Noted Qcopyright 2001 D,c+ n ---ADD Library\KeyweSt\Doors\DR-1.3HS.dwg Plot Uate Jur In, 'fu'l - j;dpr PROVIDE AND CONTINUOUS PROVIDE BAC GAP EXCEED! MAINTAIN MIN BETWEEN DO ARE TO BE I ALLOW FOR CONSISTENT DOOR HARDW OPERATION) PROVIDE AND INS CONTINUOUS SEAT PROVIDE BACKER GAP EXCEEDS X" :UT BACK AND REMOVE XISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF DOOR, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. PROVIDE AND INSTALL NEW CASINGS (PERIMETER TRIM, EXTENSION JAMBS, STOPS) OR GYPSUM RETURNS TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. PROVIDE AND INSTALL CONTINUOUS PERIMETER WEATHER-STRIPPING AT HEAD AND JAMBS. NEW DOOR UNIT -SEE SCHEDULE. DOORS MAY REOUIRE OPPOSITE SWING TO ACCOMMODATE KNOBS AND HANDLES AND PREVENT CONFLICT. IF CHANGE IS REOUIRED, VERIFY WITH ARCHITECT AT PRE -WALKS. CONTRACTOR TO PROVIDE ALUMINUM SADDLE TO COORDINATE WITH OUTER DOOR AND TO PROJECT APPROXIMATELY X2" BEYOND THE INTERIOR FACE OF THE INNER DOOR. CONTRACTOR TO PROVIDE CONTINUOUS SHEET MEMBRANE (FLEXIBLE FLASHING) AT FULL DEPTH OF SILL. AT EXTERIOR, RECESS MEMBRANE TO SUFFICIENTLY ALLOW PENETRATION AND ANCHORING OF CAULK JOINT. GENERAL NOTES: LEGEND 1. INTERIOR AND EXTERIOR CONDITIONS (SIDING, TRIM, FINISHES, ETC.) VARY PER INSTALATION. ® EXISTING 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PRIMING AND PAINTING TO ACHIEVE A CONSISTANT O NEW MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT, FLOOR, ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. EPM - Exterior Prime In -Swinging Metal Door at Woodframe Construction Drawing Title: Head and Threshold Detail • Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: )ones Payne Group Project No.: 20001 334 Boylswn Strut. Suke 401 jpThe Bosron. Massachusaas 02116 DR-1.3 Draw, By: PAL Checked By: TEK W: 617.536.6316 fix: 617.536.6248 Date Issued: 06-15-01 Scale: 3" - 1' or As Noted °` 0: posro(fice o�M_Paymc= ©copyright 2001 - ur-ye wesc�aoors�JK-!.JJaw� --�ot Jnte Jun 15, 2001 - 1012c" MAINTAIN MINIMUM 2" AIR SPACE BETWEEN DOORS. FRAME DEPTHS ARE TO BE COORDINATED TO ALLOW FOR FOR BOTH CONSISTENT ,IAMB DEPTH AND AND DOOR HARDWARE. (EASE OF OPERATION) DOORS MAY REQUIRE OPPO SWING TO ACCOMMODATE 0ffRIOR NEW DOOR UNIT -SEE KNOBS AND HANDLES AND SCHEDULE. PREVENT CONFLICT. IF CHAN IS REQUIRED. VERIFY WITH ARCHITECT AT PRE —WALKS. CUT BACK AND REMOVE EXISTING INTERIOR FINISHES ANT CONTINUOUS PERIMETER TO ALLOW FOR REMOVAL OF SEALANT. DOOR. CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. PROVIDE AND INSTALL NEW CASINGS (PERIMETER TRIM, PROVIDE AND INSTALL NEW EXTENSION JAMBS. STOPS) GYPSUM RETURNS TO MATC BLOCKING. SHIMS AND BUCK FRAME TO ACCOMMODATE EXISTING CONDITIONS OR AS INSTALLATION. COORDINATE PER ARCHITECT. BLOCKING TO UNIFY INSTALLATION (JAMB PROVIDE AND INSTALL THICKNESS) OF DUAL FRAMES CONTINUOUS PERIMETER (INNER do OUTER) AND TO WEATHER—STRIPPING AT PREVENT DOWNSIZING. FILL HEAD AND JAMBS. ALL VOIDS WITH INSULATION. GENERAL NOTES: LEGEND I. INTERIOR AND EXTERIOR CONTXTIONS (SIDING. TRIM. FINISHES. ETC.) VARY PER INSTALATION. ® EXISTING 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND COMM FASTENING SCHEDULE. I MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND DXTERIOR ELEVATIONS, INCLUDING PATCHING. PRYING AND PAINTING TO ACHIEVE A CDNSISTANT O ICY MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT, FLOOR, ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. Drawing Title: EPM - Exterior Prime In -Swinging Metal Door at Concrete Block Construction Jamb Detail The Jones Payne Group Boylston StreeL Sulu 401 Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: Project No.: 20001 Boston, Ma chusaas 02116 JP334 td:617.536.6316 fax:617.536.6248 email: postoffice@jonespsyne.com Drawn By: PAL checked B Y TEK DR-1 .3 Date Issued: 06-I5-0I Scale: 3"- 1' or As Noted (gcopyright AM :wr,g File H\CADD\RSI�f '-iorary\Keywes2\doors\DR-1.4HS. Plot Date Jur, ; , 2001 - 24 PROVIDE AND INSTALL CONTINUOUS SEALANT, PROVIDE BACKER ROD IF GAP EXCEEDS X". MAINTAIN MINIMUM 2" AIR SPACE BETWEEN DOORS. FRAME DEPTHS ARE TO BE COORDINATED TO ALLOW FOR FOR BOTH CONSISTENT JAMB DEPTH AND DOOR HARDWARE. (EASE OF OPERATION) — PROVIDE AND INS CONTINUOUS SEAI PROVIDE BACKER GAP EXCEEDS X". CUT BACK AND REMOVE EXISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF DOOR, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. PROVIDE AND INSTALL NEW FURRED OUT TRIM (PERIMETER CASINGS, AND STOPS) TO MATCH EXISTING TO ALLOW FOR INCRESED DEPTH OF COMBINED DOOR UNITS. STYLE AS PER ARCHITECT. PROVIDE AND INSTALL NEW BLOCKING, SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION. COORDINATE BLOCKING TO UNIFY INSTALLATION (JAMB THICKNESS) OF DUAL FRAMES (INNER & OUTER) AND TO PREVENT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. PROVIDE AND INSTALL CONTINUOUS PERIMETER WEATHER—STRIPPING AT HEAD AND JAMBS. NEW DOOR UNIT —SEE SCHEDULE. DOORS MAY REOUIRE OPPOSITE SWING TO ACCOMMODATE KNOBS AND HANDLES AND PREVENT CONFLICT. IF CHANGE IS REOUIRED. VERIFY WITH ARCHITECT AT PRE —WALKS. CONTRACTOR TO PROVIDE ALUMINUM SADDLE TO COORDINATE WITH OUTER DOOR AND TO PROJECT APPROXIMATELY )J" BEYOND THE INTERIOR FACE OF THE INNER DOOR. CONTRACTOR TO PROVIDE CONTINUOUS SHEET MEMBRANE ;FLEXIBLE FLASHING) AT FULL DEPTH OF SILL. AT EXTERIOR, RECESS MEMBRANE TO SUFFICIENTLY ALLOW PENETRATION AND ANCHORING OF CAULK JOINT. GENERAL NOTES: LEGEND 1. INTERIOR AND EXTERIOR CONDITIONS (SIDING. TRIM. FINISHES. ETC.) VARY PER INSTALATION. 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. ® EXSTINC 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIDNS. INCLUDING PATCHING. PRIMNC AND PAINTING TO ACHIEVE A CONSISTANT O MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORDER. SOFFIT. FLOOR. ETC.) NEW 4. ALL NOTES APPLY TO DFFOW JAMB CONOMONS. Drawing Title: EPM - Exterior Prime In -Swinging Metal Door at Woodframe Construction Head and Threshold Detail Jones Payne Group Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number. Project No.: 20001 334 Bo lston 5tr."L 5u14 401 ipThe Bosmn. Massachuseas 02116 td: 617.53G6316 fax: 617.536.6248 mail: Postof8ca@jonespayne.co DR-1.4 Drawn By: PAL Checked By: TEK Date Issued: 06-15-01 Scale: 3" - I' or As Noted Drawina Flle H \CADD\RS?r ._,Crary\Keywest\doors\DR-1.4_'.dwy P'.at Date _; , ;5, _ 2001 - 1017a, MAINTAIN MINIMUM 2" AIR SPACE BETWEEN DOORS. FRAME DEPTHS ARE TO BE COORDINATED TO ALLOW FOR FOR BOTH CONSISTENT JAMB DEPTH AND AND DOOR HARDWARE. (EASE OF OPERATION) PROVIDE AND INSTALL CONTINUOUS SEALANT, PROVIDE BACKER ROD IF GAP EXCEEDS .4". 1 CUT BACK AND REMOVE EXISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF DOOR, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. PROVIDE AND INSTALL NEW BLOCKING, SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION. COORDINATE BLOCKING TO UNIFY INSTALLATION (JAMB THICKNESS) OF DUAL FRAMES (INNER & OUTER) AND TO PREVENT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. - PROVIDE AND INSTALL CONTINUOUS PERIMETER WEATHER—STRIPPING AT HEAD AND JAMBS. DOORS MAY REQUIRE OPPOSITE SWING TO ACCOMMODATE KNOBS AND HANDLES AND PREVENT CONFLICT. IF CHANGE IS REOUIRED, VERIFY WITH ARCHITECT AT PRE —WALKS. PROVIDE AND INSTALL NEW FURRED OUT TRIM (PERIMETER CASINGS, AND STOPS) TO MATCH EXISTING TO ALLOW FOR INCRESED DEPTH OF COMBINED DOOR UNITS. STYLE AS PER ARCHITECT. NEW DOOR UNIT -SEE SCHEDULE. GENERAL NOTES: LEGEND t. INTERIOR AND EXTERIOR CDNWDNS (SONG. TRW, FWi 46. ETC.) VARY PER INSULATION. ® D sm 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. ^ 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PRYING AND PAINTING TO ACHIEVE A CONSISTANT I�J NEW MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT, FLOOR, ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. EPM - Exterior Prime Wood In -Swinging Metal Door at Wood Frame Construction Drawing Title: Jamb Detail • The hones Payne Group Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM I Detail Number: Project No.: ztxlm 334 t3o, Mu s huse 02116 DR-1.4 Boston, Masachuseas 02116 �� By: PAL Checked By: TEK tat 617.536.6316 tax: 617.536.62411 email: postotlica@lonapaynecom Date Issued: t)<i-1 SAl Scale: 3" - !' or As Noted ©copyright 2001 a R� L]arary\Reywest\aoors\i111-4.1HSowg Pct -te ;gin It, 2001 - 10.23a, CUT BACK STUCCO OR SIDING CUT BACK AND REMOVE TO REMOVE EXISTING DOOR. EXISTING INTERIOR FINISHES PROVIDE AND INSTALL FLASHING TO ALLOW FOR REMOVAL OF ACCESSORIES TO MATCH EXISTING CONDITIONS OR AS DOOR, CAUSING AS LITTLE PER ARCHITECT. DAMAGE AS POSSIBLE TO ADJACENT SURFACES. PROVIDE AND INSTALL STUCCO SURROUNDS, FAUX PROVIDE AND INSTALL NEW SILL, CASINGS APRON OR FURRED OUT TRIM (PERIMETER KICK TO MATCH EXISTING CASINGS, AND STOPS) TO CONDITIONS OR AS PER MATCH EXISTING TO ALLOW FOR ARCHITECT. INCRESED DEPTH OF COMBINED PROVIDE AND INSTALL DOOR UNITS. STYLE AS PER CONTINUOS DRIP FLASHING I ARCHITECT. `. AT HEAD, BACK SEALED TO FLASHING. PROVIDE AND INSTALL NEW BLOCKING, SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION. COORDINATE CONTRACTOR TO PROVIDE AND BLOCKING TO UNIFY INSTALLATION INSTALL METAL ANGLE AT HEAD (JAMB THICKNESS) OF DUAL AND JAMBS, BACK SEALED FRAMES (INNER do OUTER) AND AND FASTEND TO STRUCTURE. TO PREVENT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. CONTINUOS PERIMETER SEALANT. EXTERIOR CONTRACTOR TO PROVIDE CONTINUOUS SHEET MEMBRANE NEW DOOR UNIT —SEE (FLEXIBLE FLASHING) AT FULL SCHEDULE. DEPTH OF SILL. AT EXTERIOR, RECESS MEMBRANE TO SUFFICIENTLY ALLOW PENETRATION AND ANCHORING CONTRACTOR TO PROVIDE OF CAULK JOINT. ALUMINUM SADDLE TO PROJECT APPROXIMATELY Jf� CUT BACK STUCCO OR SIDING BEYOND THE INTERIOR FACE TO REMOVE EXISTING DOOR. OF THE DOOR. PROVIDE AND INSTALL FLASHING ACCESSORIES TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. GENERAL NOTES: LEGEND I. INTERIOR AND EXTERIOR CONDITIONS (SIDING, TRIM, FINISHES, ETC.) VARY PER NSTALATIDN. EXISTING® 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING. PRIMING AND PAINTING TO "EVE A CONSISTANT � Kv MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT, FLOOR, ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS Drawing Title: EP-OS - Exterior Prime Outswinging Metal Door at Wood Frame Construction Head and Threshold Detail The )ones Payne Group Boylston Street, Suite 401 Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number. Project No.: 20001 Boston, Massachusetts 02116 ip334 tst 617.536.6316 fax: 617.536.6248 email: POstof Ce@ionespayn com DR-4. Drawn By: EF Checked By: TEK Date Issued: 0615-01 Scale: 3" - 1' or As Noted �.. Fytrsttt cwr Drawn ie ti \CADD\RS`P L brary\Key west\dcors\DR-4 1J dwg Plot Date Jun 1J. C u, - PROVIDE AND INSTALL STUCCO SURROUNDS, FAUX SILL, CASINGS APRON OR KICK TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. CUT BACK STUCCO OR SIDING TO REMOVE EXISTING DOOR. PROVIDE AND INSTALL FLASHING ACCESSORIES TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. 71, CUT BACK AND REMOVE EXISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF DOOR, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. NEW DOOR UNIT —SEE SCHEDULE. CONTRACTOR TO PROVIDE AND INSTALL METAL ANGLE AT HEAD AND JAMBS, BACK SEALED AND FASTEND TO STRUCTURE. CONTINUOS PERIMETER SEALANT. -CUT BACK STUCCO OR SIDING TO REMOVE EXISTING DOOR. PROVIDE AND INSTALL FLASHING ACCESSORIES TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. N PROVIDE AND INSTALL NEW BLOCKING, SHIMS AND BUCK ® FRAME TO ACCOMMODATE INSTALLATION. COORDINATE BLOCKING TO UNIFY INSTALLATI( (JAMB THICKNESS) OF DUAL FRAMES (INNER & OUTER) AND TO PREVENT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. PROVIDE AND INSTALL NEW FURRED OUT TRIM (PERIMETER CASINGS, AND STOPS) TO MATCH EXISTING TO ALLOW FOR INCRESED DEPTH OF COMBINED DOOR UNITS. STYLE AS PER ARCHITECT. GENERAL NOTES: LEGEND T. INTERIOR AND EXTERIOR CONDITIONS (SIDING. TRM, FINISHES, ETC.) VARY PER INSTALATIDN. ® EXISTING 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING. PRMING ADD PAINTING TO ACHIEVE A CONSISTANT NEW MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT, FLOOR. ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. - rEP-OS - Exterior Prime Outswinging Metal Door at Wood Frame Construction Drawing Title: Jamb Detail Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number. . The Jones Payne Group 20001 3N Boylston Street. Sutra 401 ip Boston. Masachwatts 02116 Project No.: EF Checked By: TEK DR-4. Drawn By: tat: 617.536.6316 fax. 617336.6246 email: postofice@lonespaymcom Date Issued: 06-15-01 Scale: 3" - F or As Noted Q copyright 2001 u.-uw�.,y ri,e-��•,uu �R�;�- y ywes.UU1 S'JK .ena.awy "U" ua ��. gun tJ, cuui - is oca CUT BACK STUCCO WHERE EXISTING TO REMOVE EXISTING DOOR. PATCH/GROUT TO MATCH EXISTING CONDITIONS (TEXTURE, SILL PROJECTION). METAL ANGLE AT HEAD AND JAMBS, PERFORMED NAIL FIN OR PANNING SYSTEM BY MANUFACTURER, BACK SEALED AND FASTENED TO STRUCTURE. PROVIDE AND INSTALL CONTINUOUS SEALANT, PROVIDE BACKER ROD IF GAP EXCEEDS W. PROVIDE AND INSTALL NEW BLOCKING, SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION. COORDINATE BLOCKING TO UNIFY INSTALLATION (JAMB THICKNESS) OF DUAL FRAMES (INNER do OUTER) AND TO PREVENT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. — EXTERIOR CONTRACTOR TO PROVIDE ALUMINUM SADDLE TO PROJECT APPROXIMATELY J¢" BEYOND THE INTERIOR FACE OF THE DOOR. CONTINUOUS PERIMETER SEALANT. CONTRACTOR TO PROVIDE CONTINUOUS SHEET MEMBRANE (FLEXIBLE FLASHING) AT FULL DEPTH OF SILL. AT EXTERIOR, RECESS MEMBRANE TO SUFFICIENTLY ALLOW PENETRATION AND ANCHORING OF CAULK JOINT. CUT BACK AND REMOVE EXISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF DOOR, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. PROVIDE AND INSTALL NEW CASINGS (PERIMETER TRIM, EXTENSION JAMBS, STOPS) OR GYPSUM RETURNS TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. PROVIDE AND INSTALL NEW BLOCKING, SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION. COORDINATE BLOCKING TO UNIFY INSTALLATION (JAMB THICKNESS) OF DUAL FRAMES (INNER & OUTER) AND TO PREVENT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. PROVIDE AND INSTALL CONTINUOUS PERIMETER WEATHER—STRIPPING AT HEAD AND JAMBS. TNT NEW DOOR UNIT —SEE SCHEDULE. GENERAL NOTES: LEGEND 1. INTERIOR AND EXTERIOR CONDITIONS (SIDING. TRIM, FIMISHES, ETC.) VARY PER INSTALATION. ® EXISTING 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PRIMING AND PAINTING TO ACHIEVE A CONSISTANT O NEW MATCH OF FINISHES TO A LOGICAL BREAK PONT. (CORNER, SOFFIT, FLOOR, ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. Drawing Title: EP-OS - Exterior Prime Out Swinging Metal Door at Concrete Block Construction Head and Threshold Detail The Jones Payne Group Boylston Street. Suite 401 Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: Project No.: 20DOI p� By: EF Checked By: TEK Boston. Massachusem 02116 1P334 ter 617.53i6316 fax: 617536.6218 email: postdRce@jonespaymcom DR-4.2 Date Issued: Ob 15-01 Scale: 3" - 1' or As Noted Qcopyright 2001 Drawing Fde r ._ crary\Keywes t\dooms\ilk -4.2J dwg i ct Jate J..in 13, GUU1 CONTRACTOR TO PROVIDE AND INSTALL METAL ANGLE AT HEAD AND JAMBS, BACK SEALED AND FASTEND TO STRUCTURE. PROVIDE AND INSTALL CONTINUOUS SEALANT, PROVIDE BACKER ROD IF GAP EXCEEDS X". CUT BACK STUCCO WHERE EXISTING TO REMOVE EXISTING WINDOW. PATCH/GROUT TO EXTERIOR MATCH EXISTING CONDITIONS (TEXTURE, SILL PROJECTION): —I PROVIDE AND INSTALL NEW BLOCKING, SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION. COORDINATE BLOCKING TO UNIFY INSTALLATION (JAMB THICKNESS) OF DUAL FRAMES (INNER & OUTER) AND TO PREVENT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. - CONTINUOUS PERIMETER SEALANT. REFINISH EXPOSED CONCRETE BLOCK TO MATCH EXISTING CONDITIONS �e L-CUT BACK AND REMOVE EXISTING INTERIOR FINISHES INT TO ALLOW FOR REMOVAL OF WINDOW, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. PROVIDE AND INSTALL NEW CASINGS (PERIMETER TRIM, EXTENSION JAMBS, STOPS. STOOLS AND APRON) TILE. (FULL SURROUNDS, STOOL) OR GYPSUM RETURNS TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. CONTINUOUS PERIMETER SEALANT. GENERAL NOTES: LEGEND 1. INTERIOR AND EXTERIOR CONDITIONS (STOW. TRIM, FINISHES, ETC.) VARY PER INSTAUTiDN. ® EXISTING 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PRIMING AND PAINTING TO ACHIEVE A CONSISANT O NEW MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER. SOFFIT. FLOOR, ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. Drawing Title: EP-OS Exterior Prime Out Swinging Metal Door at Concrete Block Construction Jamb Detail • Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: The Jones Payne Group Project No.: 20001 334 BWhwn Street, Suite 401 Boson, Musachuse02116 ip as DR-4.2 Drawn By: EF Checked BY: TEK tat: 617.S36.6316 fax: 617.536.6248 Date Issued: 06-15-01 Scale: 3" - 1' or As Noted amak postofBce@jonespayma tC�' Copyright 2001 IJraW 12 11,p. H\LHllU\KJ Ir' L110121 y\Ke''WPS:\U00"'5\UK-J.I"—UWCJ' Y0L L;G IL- JUr, CUUI - C:J CUT BACK STUCCO OR SIDING TO REMOVE EXISTING DOOR. PROVIDE AND INSTALL FLASHING ACCESSORIES TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. PROVIDE AND INSTALL STUCCO SURROUNDS, FAUX SILL, CASINGS APRON OR KICK TO MATCH EXISTING CONDITIONS OR AS PER CONTRACTOR TO PROVIDE AND INSTALL METAL ANGLE AT HEAD AND JAMBS, BACK SEALED AND FASTEND TO STRUCTURE. — PROVIDE AND INSTALL CONTINUOS DRIP FLASHING AT HEAD, BACK SEALED TO FLASHING. EXTERIOR CONTRACTOR TO PROVIDE CONTINUOUS SHEET MEMBRANE (FLEXIBLE FLASHING) AT FULL DEPTH OF SILL. AT EXTERIOR, RECESS MEMBRANE TO SUFFICIENTLY ALLOW PENETRATION AND ANCHORING OF CAULK JOINT. CONTINUOUS PERIMETER SEALANT. PROVIDE AND INSTALL STUCCO SURROUNDS, FAUX SILL, CASINGS APRON OR KICK TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. GENERAL NOTES: 11 CUT BACK AND REMOVE EXISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF DOOR, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. PROVIDE AND INSTALL NEW BLOCKING, SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION. COORDINATE BLOCKING TO UNIFY INSTALLATION (JAMB THICKNESS) OF DUAL FRAMES (INNER do OUTER) AND TO PREVENT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. PROVIDE AND INSTALL NEW CASINGS (PERIMETER TRIM, EXTENSION JAMBS, STOPS) OR GYPSUM RETURNS TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. ' CONTINUOUS PERIMETER SEALANT. NEW DOOR UNIT —SEE SCHEDULE. CONTINUOUS PERIMETER SEALANT. I. INTERIOR AND EXTERIOR CDNDITIONS (SIDING, TRW, FINISHES, ETC.) VARY PER INSTALATION. 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIRED FASTENING SCHEDULE. 3. WATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PRIMING AND PAINTING TO ACHIEVE A CONSISTANT WATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT, FLOOR, ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. LEGEND ® EXISTING O NEW Drawing Title: EGLM-Exterior Gliding Metal Door at Wood Frame Construction I Head and Threshold Detail Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: Jones Payne Group 334 Boylston Street, Suite 401 Project No.: 20001 Drawn By: EF Checked By: TEK ipThe Boston, Masachusetts 02116 ter.617.536.6316 ha:617536.6248 am 11: postofBceQlonsspayna.com DR-5.1 Date Issued: OCr 15-01 Scale: 3" - 1' or As Noted QC copyright 2001 uruwirig r'IV 11 \SJ;r Ligr ❑ry \R Cy.V. 1.\UU S\,PC- ii vw - J-1 JVn —, cuu! - Jc Vi CONTRACTOR TO PROVIDE AND INSTALL METAL ANGLE AT HEAD AND JAMBS, BACK SEALED AND FASTEND TO STRUCTURE. PROVIDE AND INSTALL STUCCO SURROUNDS, FAUX SILL, CASINGS APRON OR KICK TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. CUT BACK STUCCO OR SIDING TO REMOVE EXISTING DOOR. PROVIDE AND INSTALL FLASHING ACCESSORIES TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. CUT BACK AND REMOVE EXISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF DOOR, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. NEW DOOR UNIT —SEE GENERAL NOTES: CONTRACTOR TO PROVIDE AND INSTALL METAL ANGLE AT HEAD AND JAMBS, BACK SEALED AND FASTEND TO STRUCTURE. CONTINUOUS PERIMETER SEALANT. —PROVIDE AND INSTALL NEW BLOCKING, SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION. COORDINATE BLOCKING TO UNIFY INSTALLATION (JAMB THICKNESS) OF DUAL FRAMES (INNER do OUTER) AND TO PREVENT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. PROVIDE AND INSTALL NEW CASINGS (PERIMETER TRIM, EXTENSION JAMBS, STOPS) OR GYPSUM RETURNS TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. `CONTINUOUS PERIMETER SEALANT. I. INTERIOR AND EXTERIOR CONDITIONS (SONG, TRW, FINISHES, ETC.) VARY PER INSTALATION. 2. ALL PROOUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PRWING AND PAINTING TO ACHIEVE A CONSISTANT WTCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT, FLOOR, ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CDNDMONS. 21 0 I Drawing Title: I EGLM-Exterior Gliding Metal Door at Wood Frame Construction I Jamb Detail • Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: The Jones Payne Group Project No.: 20001 334 Boylston Street. Suite 401 ip Boston, Massachusetts 02116 DR-5.1 Drawn By. EF Checked By: TEK te1: 617.536.6316 fax: 617.S36.6248 Date Issued: 06-15-01 Scale: 3" - 1' or As Noted email: postof ice@jonespaymcom (C)copyright 2001 Drawing ae \CA JG\KSip Llk7rpry\Key we si\Doo rs\u1- i __J V _ CUT BACK STUCCO WHERE EXISTING TO REMOVE EXISTING DOOR. PATCH/GROUT TO MATCH EXISTING CONDITIONS (TEXTURE, SILL PROJECTION). CONTRACTOR TO PROVIDE AND INSTALL METAL ANGLE AT HEAD AND JAMBS, BACK SEALED AND FASTEND TO STRUCTURE. — PROVIDE AND INSTALL CONTINUOUS SEALANT, PROVIDE BACKER ROD IF GAP EXCEEDS X'. NEW DOOR UNIT —SEE SCHEDULE. EXTERIOR CONTRACTOR TO PROVIDE CONTINUOUS SHEET MEMBRANE (FLEXIBLE FLASHING) AT FULL DEPTH OF SILL. AT EXTERIOR, RECESS MEMBRANE TO SUFFICIENTLY ALLOW PENETRATION AND ANCHORING OF CAULK JOINT. CONTINUOUS PERIMETER SEALANT. K-0 CUT BACK AND REMOVE EXISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF DOOR, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. PROVIDE AND INSTALL NEW BLOCKING, SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION. COORDINATE BLOCKING TO UNIFY INSTALLATION (JAMB THICKNESS) OF DUAL FRAMES (INNER & OUTER) AND TO PREVENT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. PROVIDE AND INSTALL NEW CASINGS (PERIMETER TRIM, EXTENSION JAMBS, STOPS) OR GYPSUM RETURNS TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. CONTINUOUS PERIMETER SEALANT. CONTINUOUS PERIMETER SEALANT. GENERAL NOTES: LEGEND 1. INTERIOR AND EXTERIOR CONDITIONS (SONG, TRIM. FINISHES, ETC.) VARY PER INSULATION. ® EXISTING 2. ALL PRODUCTS. SUBJECT TO HURRICANE CONOI M SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. I MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PRIMING AND PAINTING TO ACHIEVE A CONSISTANT O NEW MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT, FLOOR, ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS, wingTitle: EGLM-Exterior Gliding Metal Door at Concrete Block Construction Head and Threshold Detail • 334 Boylston Street, Suite 401 ipThe Jones Payne Group Boston. Massachusetts 02116 ut 617.536.6316 fax: 617S36.6248 small: postoffice@lonesparmcom Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number. Project No.: 20001 DR-5.2 Drawn B y EF Checked By: TEK Date Issued: 06-15-01 Scale: 3" - I' or As Noted Q copyright 2001 �uu. 31a L iorar \Neywes-c\doors\llK-52J. dwc :,ate Jun 15, 2001 - 1143a, PROVIDE AND INSTALL CONTINUOUS SEALANT, PROVIDE BACKER ROD IF GAP EXCEEDS X". CONTRACTOR TO PROVIDE AND INSTALL METAL ANGLE AT HEAD AND JAMBS, BACK SEALED AND FASTEND TO STRUCTURE. CUT BACK STUCCO WHERE EXISTING TO REMOVE EXISTING WINDOW. PATCH/GROUT TO MATCH EXISTING CONDITIONS EXTERIOR (TEXTURE, SILL PROJECTION) CONTRACTOR TO PROVIDE AND INSTALL METAL ANGLE AT HEAD AND JAMBS, BACK SEALED AND FASTEND TO STRUCTURE. CONTINUOUS PERIMETER I SEALANT. REFINISH EXPOSED CONCRETE BLOCK TO MATCH EXISTING CONDITIONS PROVIDE AND INSTALL NEW `- CUT BACK AND REMOVE BLOCKING, SHIMS AND BUCK INT EXISTING INTERIOR FINISHES FRAME TO ACCOMMODATE TO ALLOW FOR REMOVAL OF INSTALLATION WITHOUT WINDOW, CAUSING AS LITTLE DOWNSIZING. FILL ALL VOIDS DAMAGE AS POSSIBLE TO WITH INSULATION. ADJACENT SURFACES. NEW DOOR UNIT -SEE LPROVIDE AND INSTALL NEW SCHEDULE. CASINGS (PERIMETER TRIM, EXTENSION JAMBS, STOPS, STOOLS AND APRON) TILE, (FULL SURROUNDS, STOOL) OR GYPSUM RETURNS TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. CONTINUOUS PERIMETER SEALANT. GENERAL NOTES: LEGEND I. INTERIOR AND EXTERIOR CONDITIONS (SIDING, TRIM, FINISHES. ETC.) VARY PER NSTAIATIO N. ING 2. ALL PRODUCTS SUCT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. ® aG BJE 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PRIMING AND PANTING TO ACHIEVE A CONSISTANT O NEW MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT, FLOOR, ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. I Drawing Title: I EGLM-Exterior Gliding Metal Door at Concrete Block Construction I Jamb Detail The Jones Payne Group Boylston Street Suite 401 Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number. Project No.: 20001 Boston, Massachusetts 02116 ip334 ter: 617.S36.6316 fax: 617536.6248 email: postoRce(Ealonespaynecom DrawnBy: EF Checked By: EF DR-5.2 Date Issued: 0615-01 Scale: 3" - I' or As Noted (,copyright 2001 CUT BACK STUCCO WHERE EXISTING TO REMOVE EXISTING DOOR. PATCH/GROUT TO MATCH EXISTING CONDITIONS (TEXTURE, SILL PROJECTION). CONTRACTOR TO PROVIDE AND INSTALL METAL ANGLE AT HEAD AND JAMBS, BACK SEALED AND FASTEND TO STRUCTURE= I PROVIDE AND INSTALL CONTINUOUS SEALANT, PROVIDE BACKER ROD IF GAP EXCEEDS X*. EXTERIOR CONTRACTOR TO PROVIDE CONTINUOUS SHEET MEMBRANE (FLEXIBLE FLASHING) AT FULL DEPTH OF SILL. AT EXTERIOR, RECESS MEMBRANE TO SUFFICIENTLY ALLOW PENETRATION AND ANCHORING OF CAULK JOINT. I CONTINUOUS PERIMETER SEALANT. CUT BACK AND REMOVE EXISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF DOOR, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. PROVIDE AND INSTALL NEW BLOCKING, SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION. COORDINATE BLOCKING TO UNIFY INSTALLATION (JAMB THICKNESS) OF DUAL FRAMES (INNER do OUTER) AND TO PREVENT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. PROVIDE AND INSTALL NEW CASINGS (PERIMETER TRIM, EXTENSION JAMBS, STOPS) OR GYPSUM RETURNS TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. CONTINUOUS PERIMETER SEALANT. CONTINUOUS PERIMETER SEALANT. GENERAL NOTES: LEGEND 1. INTERIOR AND EXTERIOR CONDITIONS (SIDING. TRIM. FINISHES. ETC.) VARY PER INSTALATION. ® EXISTING 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PRIMING AND PAINTING TO ACHIEVE A CONSISTANT O NEW MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT, FLOOR, ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. Drawing Title: EATRM-Exterior Metal Atrium Door at Concrete Block Construction Head and Threshold Detail The Jones Payne Group Boylston Strom Suke 401 Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: Project No.: 20001 Drawn By: EF Checked B y' TEK Boron. Massachusetts 02116 jp334 tek617.536.6316 tax:617.536.6248 DR-5.4 ema0: postoBcatbionespaynacom Date Issued: 06-15-01 Scale: 3" - 1' or As Noted Qcopyright 2001 PROVIDE AND INSTALL CONTINUOUS SEALANT, PROVIDE BACKER ROD IF GAP EXCEEDS X'. CONTRACTOR TO PROVIDE AND INSTALL METAL ANGLE AT HEAD AND JAMBS. BACK SEALED AND FASTENO TO STRUCTURE. CUT BACK STUCCO WHERE EXISTING TO REMOVE EXISTING WINDOW. PATCH/GROUT TO MATCH EXISTING CONDITIONS (TEXTURE. SILL PROJECTION);— PROVIDE AND INSTALL NEW BLOCKING, SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION WITHOUT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. NEW DOOR UNIT —SEE CONTRACTOR TO PROVIDE AND INSTALL METAL ANGLE AT HEAD AND JAMBS. BACK SEALED AND FASTEND TO STRUCTURE. CONTINUOUS PERIMETER SEALANT. REFINISH EXPOSED CONCRETE BLOCK TO MATCH EXISTING CONDITIONS L CUT BACK AND REMOVE EXISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF WINDOW, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. PROVIDE AND INSTALL NEW CASINGS (PERIMETER TRIM, EXTENSION JAMBS, STOPS, STOOLS AND APRON) TILE, (FULL SURROUNDS, STOOL) OR GYPSUM RETURNS TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. CONTINUOUS PERIMETER SEALANT. GENERAL NOTES: LEGEND 1. INTERIOR AND EXTERIOR CONDITIONS (SIDING, TRIM. FINISHES, ETC.) VARY PER NSTLATION. ® EXISTING 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING. PRIMING AND PANTING TO ACHIEVE A CONS19ANT NEW MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER. SOFFIT. FLOOR. ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. Drawing Title: EATRM-Exterior Metal Atrium Door at Concrete Block Construction Jamb Detail • Project Name-. KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: The Jones Payne Group 334 Boylston Street Suits 401 tel: 617.536.6316 fax: 617536.6248 ip Boston, Massachusetts 02116 email: postof8ce(pionespaym.com Project No.: 20001 DR-5.4 Drawn By: EF Checked By: TEK Date Issued: 06-15-01 Scale: 3" - 1' or As Noted ©copyright 2001 Urpwin- le' \1. UNKJI"- `,Crary\Key W9sLNacors\LIK-b lr1J.DW F'oL -a �e C - [uui - Co CUT BACK AND REMOVE EXISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF DOOR, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. PROVIDE AND INSTALL NEW BLOCKING. SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION. COORDINATE BLOCKING TO UNIFY INSTALLATION (JAMB THICKNESS) OF DUAL FRAMES (INNER do OUTER) AND TO PREVENT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. — PROVIDE AND INSTALL CONTINUOUS PERIMETER WEATHER—STRIPPING AT HEAD AND JAMBS, EXTERIOR CONTRACTOR TO PROVIDE ALUMINUM SADDLE TO PROJECT APPROXIMATELY h* BEYOND THE INTERIOR FACE OF THE DOOR. GENERAL NOTES: PROVIDE AND INSTALL NEW CASINGS (PERIMETER TRIM, EXTENSION JAMBS. STOPS) OR GYPSUM RETURNS TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. CONTINUOUS PERIMETER SEALANT. NEW DOOR UNIT —SEE SCHEDULE. 1. INTEMOR AND EXTERIOR CONDITIONS (SIDING. TRW, FINISHES, ETC.) VARY PER WSTALATIDN. 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. I MATCH FNISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERDR ELEVATIONS, WCLUDNC PATCHING, PRIMING AND PAINTING TO ACHEW A CONSISTANT MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT, FLOOR, ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. LEGEND ® EXISTING O NEW I Drawing Title: I IP, ISC Interior Prime Door in New Frame I Head and Threshold Detail The Jones Payne Group Boylston Street, Suits 401 Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: Project No.: 20001 Drawn By: MRB Checked B y TEK Boston, IMassachuseas 02116 JP334 te1: 617.536.6316 fax: 617536.6248 email: posto(8ce0onespayrxccom DR-6.1 Date Issued: 06-15-01 Scale: 3" - 1' or As Noted ©copyright 2001 Drawing file H \CACD\RS.F Lbrary\Keywest\doors\uK-6 - awg of uate Jun io, cuui - c ocp' PROVIDE AND INSTALL NEW BLOCKING, SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION. COORDINATE BLOCKING TO UNIFY INSTALLATION (JAMB THICKNESS) OF DUAL FRAMES (INNER do OUTER) AND TO PREVENT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. —t CONTINUOUS PERIMETER SEALANT. PROVIDE AND INSTALL NEW CASINGS (PERIMETER TRIM, EXTENSION JAMBS, STOPS) OR GYPSUM RETURNS TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. PROVIDE AND INSTALL CONTINUOUS PERIMETER WEATHER—STRIPPING AT HEAD AND JAMBS. NEW DOOR UNIT —SEE SCHEDULE. CONTRACTOR TO PROVIDE ALUMINUM SADDLE TO PROJECT APPROXIMATELY Xt' BEYOND THE INTERIOR FACE OF THE DOOR. CUT BACK AND REMOVE EXISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF DOOR, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. EXTERIOR INT CUT BACK AND REMOVE EXISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF DOOR, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. GENERAL NOTES: LEGEND 1. INTERIOR AND EXTERIOR CONDITIONS (SIOING, TRIM, FINISHES, ETC.) VARY PER INSTAIATION. ® EXISTING 2. ALL PRODUCTS SUBJECT TO HURIMME CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. I MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PRIMING AND PAWING TO ACHIEVE A CONSNSTANT NEW WATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT, FLOOR, ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS, Drawing Title: IP,ISC-Interior Prime Door in New Frame Jamb Detail • Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: 334 Boylston Straat, Suite 401 ipThe Jones Payne Group Boston. Massachusetts 02116 tat: 617.536.6316 fax: 617-536.62413 email: pestomca@pnespayne.com Project No.: 20001 DR-6.1 Drawn By: EF Checked By: TTaK Date Issued: 06-15-01 Scale: 3" - 1' or As Noted Qcopyright 2001 �i�;r ury ne� CUT BACK STUCCO WHERE EXISTING TO REMOVE EXISTING DOOR. PATCH/GROUT TO MATCH EXISTING CONDITIONS (TEXTURE, SILL PROJECTION). PROVIDE AND INSTAL` \ STUCCO SURROUNDS, FAUX SILL, CASINGS APRON OR KICK TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. CUT BACK STUCCO OR SIDING TO REMOVE EXISTING DOOR. PROVIDE AND INSTALL FLASHING ACCESSORIES TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. PROVIDE AND INSTALL CONTINUOS DRIP FLASHING AT HEAD. BACK SEALED TO FLASHING. CONTRACTOR TO PROVIDE AND INSTALL METAL ANGLE AT HEAD AND JAMBS, BACK SEALED AND FASTEND TO STRUCTURE — SET DOOR IN CONTINUOUS BED OF SEALANT MAINTAIN MINIMUM 2" AIR SPACE BETWEEN DOORS. FRAME DEPTHS ARE TO BE COORDINATED TO ALLOW FOR FOR BOTH CONSISTENT JAMB DEPTH AND DOOR HARDWARE. (EASE OF OPERATION) SET DOOR IN CONTINUOUS BED OF SEALANT CUT BACK STUCCO WHERE EXISTING TO REMOVE EXISTING DOOR. PATCH/GROUT TO MATCH EXISTING CONDITIONS (TEXTURE, SILL PROJECTION). PROVIDE AND INSTALL STUCCO SURROUNDS, FAUX SILL, CASINGS APRON OR KICK TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. wes7\570— Occrs\Jli-LIH�;.dwg Piot Dcte ,; :5. 2GJi - 3-I1 PROVIDE AND INSTALL CONTINUOUS SEALANT, PROVIDE BACKER ROD IF GAP EXCEEDS Y4". DOORS MAY REOUIRE OPPOSITE SWING TO ACCOMMODATE KNOBS AND HANDLES AND PREVENT CONFLICT. IF CHANGE IS REOUIRED, VERIFY WITH ARCHITECT AT PRE —WALKS. PROVIDE AND INSTALL CONTINUOUS SEALANT, PROVIDE BACKER ROD IF GAP EXCEEDS Y4". CONTRACTOR TO PROVIDE CONTINUOUS SHEET MEMBRANE (FLEXIBLE FLASHING) AT FULL DEPTH OF SILL. AT EXTERIOR, RECESS MEMBRANE TO SUFFICIENTLY ALLOW PENETRATION AND ANCHORING OF CAULK JOINT. GENERAL NOTES: LEGEND 1. INTERIOR AND EXTERIOR CONDITIONS (STOW, TRIM, FINISHES, ETC.) VARY PER INSTALATION. 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. ® EXISTING 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PRIMING AND PAINTING TO ACHIEVE A CONSISTANT NEW MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER. SOFFIT. FLOOR, ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDrTlOK I Drawing Title: SD -SW - Swinging Secondary Door in Wood frame Construction Head and Threshold Detail The Jones Payne Group 334 Boylston Street, Suite 401 Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: Project No.: 20001 Boston, Massachuseas 02116 tel: 617.536.6316 �: 617.536.6248 email: Postoffice@jonespayne.com e_ SD-1.1 Drawl, By: PAL Checked By: TEK Date Issued: 06.15-01 Scale: 3" - V or As Noted v _—r.7.15... Drawing Fite H.\CIADD\RSIF Library\Keywest\store d.1 CONTINUOUS PERIMETER SEALANT. PROVIDE AND INSTALL STUCCO SURROUNDS, FAUX SILL, CASINGS APRON OR KICK TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. CUT BACK STUCCO OR SIDING TO REMOVE EXISTI DOOR. PROVIDE AND INSTALL FLASHING ACCESSORIES TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. PROVIDE AND INSTALL NEW BLOCKING. SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION. COORDINATE BLOCKING TO UNIFY INSTALLATION (JAMB THICKNESS) OF DUAL FRAMES (INNER & OUTER) AND TO PREVENT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. DOORS MAY REQUIRE OPPOSITE SWING TO ACCOMMODATE KNOBS AND HANDLES AND PREVENT CONFLICT. IF CHANGE IS REOUIRED, VERIFY WITH ARCHITECT AT PRE —WALKS. — GENERAL NOTES: EXTERIOR NEW DOOR UNIT —SEE SCHEDULE. CONTRACTOR TO PROVIDE AND INSTALL METAL ANGLE AT HEAD AND JAMBS, BACK SEALED AND FASTEND TO STRUCTURE. CONTINUOUS PERIMETER SEALANT. PROVIDE AND INSTALL STUCCO SURROUNDS, FAUX SILL. CASINGS APRON OR KICK TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. -CUT BACK STUCCO WHERE EXISTING TO REMOVE EXISTING DOOR. PATCH/GROUT TO MATCH EXISTING CONDITIONS (TEXTURE, SILL PROJECTION) L— PROVIDE AND INSTALL NEW BLOCKING, SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION. COORDINATE BLOCKING TO UNIFY INSTALLATION (JAMB THICKNESS) OF DUAL FRAMES (INNER & OUTER) AND TO PREVENT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. MAINTAIN MINIMUM 2" AIR SPACE BETWEEN DOORS. FRAME DEPTHS ARE TO BE COORDINATED TO ALLOW FOR FOR BOTH CONSISTENT JAMB DEPTH AND AND DOOR HARDWARE. (EASE OF OPERATION) 1. INTERIOR AND EXTERIOR CONDITIONS (SIDING. TRW, FINISHES. ETC.) VARY PER INSTALATION. 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS. INCLUDING PATCHING, PRIZING AND PAINTING TO ACHIEVE A CONSISTANT MATCH OF FN IS1iS TO A LOGICAL BREAK PONT. (CORNER, SOFFIT, FLOOR ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. SD -SW - Swinging Secondary Door in Wood Frame Construction I Drawing Title: Jamb Detail Project Name: KEY VEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM I Detail hl.rr : • Jones Payne Group 20001 334 Boylston Sweet. Suite 401 Boston. Massachusetts 02116 1PThe P,njectNo.: Drawn By: PAL, Checked By: TEK SD-1.1 tat 617.536.6316 fax: 617536.6248 email: posts ficelaionespayne.com Date Issued: 06-15-01 Scale: 3" - I' or As Noted Qcopyright 2001 AB D\RSIG Library\Keywes t\story d0o1s\SD-1.2HS.dwa Pof Liate cuu! - ! uipn CUT BACK STUCCO OR SIDING TO REMOVE EXISTING DOOR. PROVIDE AND INSTALL FLASHING ACCESSORIES TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. CONTINUOUS PERIMETER SEALANT. CONTRACTOR TO PROVIDE AND INSTALL METAL ANGLE AT HEAD AND JAMBS, BACK SEALED AND FASTEND TO STRUCTURE. — PROVIDE AND INSTALL NEW BLOCKING, SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION. COORDINATE BLOCKING TO UNIFY INSTALLATION (JAMB THICKNESS) OF DUAL FRAMES (INNER do OUTER) AND TO PREVENT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. NEW DOOR UNIT —SEE MAINTAIN MINIMUM 2" AIR SPACE BETWEEN DOORS. FRAME DEPTHS ARE TO BE COORDINATED TO ALLOW FOR FOR BOTH CONSISTENT JAMB DEPTH AND DOOR HARDWARE. (EASE OF _ OPERATION) CONTINUOUS PERIMETER PROVIDE AND INSTALL STUCCO SURROUNDS, FAUX SILL, CASINGS APRON OR KICK TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. DOORS MAY REQUIRE OPPOSITE SWING TO ACCOMMODATE KNOBS AND HANDLES AND PREVENT CONFLICT. IF CHANGE IS REQUIRED, VERIFY WITH ARCHITECT AT PRE —WALKS. CONTRACTOR TO PROVIDE CONTINUOUS SHEET MEMBRANE (FLEXIBLE FLASHING) AT FULL DEPTH OF SILL. AT EXTERIOR, RECESS MEMBRANE TO SUFFICIENTLY ALLOW PENETRATION AND ANCHORING OF CAULK JOINT. GENERAL NOTES: LEGEND 1. INTERIOR AND EXTERIOR CONDITIONS (SIDING. TRIM. FINISHES, ETC.) VARY PER INSTAUITION. ® EXISTING 2. ALL PRODUCTS SUBJECT TO HURRICANE CONWIONS SWILL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING. PRIMING AND PAINTING TO ACHIEVE A CONSISTANT NEW MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT, FLOOR, ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. Drawing Title: SD-DW - Swinging Secondary Door in Concrete Block Construction Head and Threshold Detail • Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number. 334 Boylston Street, Suite 401 ipThe Jones Payne Group Boston, Massachusetts 02116 te1:617.536.6316 fax:617.S36.6248 Project No.: 20001 SD-1.2 Drawn By: PAL Checked By: TEK Date Issued: 06-1"I Scale: 3" - I' or As Noted email. postoRtce@lonspayne.com Qcopyright 2001 C - lU l Ua LE' NEW DOOR UNIT —SEE SCHEDULE. PROVIDE AND INSTALL CONTINUOUS SEALANT, PROVIDE BACKER ROD IF GAP EXCEEDS Y4'. CUT BACK STUCCO OR SIDING TO REMOVE EXISTING DOOR. PROVIDE AND INSTALL FLASHING ACCESSORIES TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT.--� PROVIDE AND INSTALL NEW BLOCKING, SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION. COORDINATE BLOCKING TO UNIFY INSTALLATION (JAMB THICKNESS) OF DUAL FRAMES (INNER do OUTER) AND TO PREVENT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. — MAINTAIN MINIMUM 2' AIR SPACE BETWEEN DOORS. FRAME DEPTHS ARE TO BE COORDINATED TO ALLOW FOR FOR BOTH CONSISTENT JAMB DEPTH AND AND DOOR HARDWARE. (EASE OF OPERATION) DOORS MAY REOUIRE OPPOSITE SWING TO ACCOMMODATE KNOBS AND HANDLES AND PREVENT CONFLICT. IF CHANGE IS REQUIRED, VERIFY WITH ARCHITECT AT PRE —WALKS. NEW DOOR UNIT —SEE SCHEDULE. CONTRACTOR TO PROVIDE AND INSTALL METAL ANGLE AT HEAD AND JAMBS, BACK SEALED AND FASTEND TO STRUCTURE. CONTINUOUS PERIMETER SEALANT. I PROVIDE AND INSTALL NEW BLOCKING. SHIMS AND BUCK NT R FRAME TO ACCOMMODATE INSTALLATION. COORDINATE BLOCKING TO UNIFY INSTALLATION (JAMB THICKNESS) OF DUAL FRAMES (INNER & OUTER) AND TO PREVENT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. GENERAL NOTES: LEGEND 1. INTERIOR AND EXTERIOR CONDITIONS (SIDING, TRIP, FlNISHES, ETC.) VARY PER WSTAIAT&L ® EXISTING 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SWILL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. 3. MATCH FINISHES OF AWACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PRIMING AND PAINTING TO ACHIEVE A CONSISTANT NEW MATCH OF FINISHES TO A LOGICAL BREAK PONT. (CORNER, SOFFR, FLOOR, ETC.) 4. ALL NOTES APPLY TO DIFFERNG JAMB CONDITIONS Drawing Title: SD -SW - Swinging Secondary Door in Concrete Block Construction Jamb Detail Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number. The Jones Payne Group 334 Boylstm Svv*L Suite 401 Project No.: 20001 Drawn By: PAL Checked By: TEK Boston. 3=6316fichusetts 02116 7. td: 617.536.6316 fax: 617536.6248 ip em 11: poscofllp0jonwpaynacan SD-1.2 Date Issued: 06-I5-01 Scale: 3" - 1' or As Noted Qcopyright 2001 DrowirG F le �� \CA��\KSI=' _,brary\KeyweSt\windows\MW-;.,in S.D F' Oi UG IE' JU11 iJ, Cum. CUT BACK STUCCO OR SIDING TO REMOVE EXISTING WINDOW. PROVIDE AND INSTALL FLASHING ACCESSORIES TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. PROVIDE AND INSTALL CONTINUOS DRIP FLASHING AT HEAD, BACK SEALED TO FLASHING. METAL ANGLE AT HEAD AND JAMBS, PERFORMED NAIL FIN OR PANNING SYSTEM BY MANUFACTURER, BACK SEALED AND FASTENED TO STRUCTURE. EXTERIOR CONTRACTOR TO PROVIDE CONTINUOUS SHEET MEMBRANE (FLEXIBLE FLASHING) AT FULL DEPTH OF SILL. AT EXTERIOR, RECESS MEMBRANE TO SUFFICIENTLY ALLOW PENETRATION AND ANCHORING OF CAULK JOINT. CONTINUOS PERIMETER SEALANT. CUT BACK AND REMOVE EXISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF WINDOW, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. PROVIDE AND INSTALL NEW FURRED OUT TRIM (PERIMETER CASINGS. STOPS, STOOLS AND APRON) TO MATCH EXISTING AND/OR ALLOW FOR INCRESED DEPTH OF COMBINED WINDOW UNITS. STYLE AS PER ARCHITECT. PROVIDE AND INSTALL NEW BLOCKING, SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION WITHOUT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. CONTINUOS PERIMETER SEALANT. NEW WINDOW UNIT -SEE SCHEDULE. CONTINUOS PERIMETER SEALANT. CUT BACK STUCCO OR SIDING _ PROVIDE AND INSTALL NEW TO REMOVE EXISTING WINDOW. C ` \ FURRED OUT TRIM (PERIMETER PROVIDE AND INSTALL FLASHING ACCESSORIES TO MATCH r� ► ` 1�1 '. CASINGS, STOPS, STOOLS AND APRON) TO MATCH EXISTING EXISTING CONDITIONS OR AS PER ARCHITECT. eL i AND/OR ALLOW FOR INCRESED DEPTH OF COMBINED WINDOW UNITS. STYLE AS PER ARCHITECT. GENERAL NOTES: LEGEND 1. INTERIOR AND EXTERIOR CONOITIONS (SONG. TRIM, FINISHES. ETC.) VARY PER INSTAIATION. ® EXISTING 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASIENNG SCHEDULE. 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, NCLUDNG PATCHING, PRIMING AND PANTING TO ACHIEVE A CONSISTANT O NEW WATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER. SOFFIT. FLOOR. ETC.) 4. ALL NOTES APPLY TO DIFFERING .MIN CONDIMNS. wingTitle: NMHC-Metal Double Hung Composite Window at Wood Frame Construction Head and Sill Detail • Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number. The Jones Payne Group 334 Boylston Street Suite 401 Boston, Massachusem 02116 te1: 617.S36.6316 fax: 617536.6248 ip email: postoffice@�onespayna.com Project No.: 20001 MW- 1 .3 Drawn By: EF Checked By: TEK Daze Issued: 06-I5AI Scale: 3" - 1' or As Noted Qcopyright 2001 u0,'y""yweS't\winpows\lw-'_.3_ owg Piot Date Jun 15, 200i - PROVIDE AND INSTALL STUCCO SURROUNDS, FAUX SILL, CASINGS APRON OR KICK TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. METAL ANGLE AT HEAD AND JAMBS, PERFORMED NAIL FIN OR PANNING SYSTEM BY MANUFACTURER, BACK SEALED AND FASTENED TO STRUCTURE. - CUT BACK STUCCO OR SIDING TO REMOVE EXISTING WINDOW. PROVIDE AND INSTALL FLASHING ACCESSORIES TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. —� 7 CUT BACK AND REMOVE EXISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF WINDOW, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. PROVIDE AND INSTALL NEW FURRED OUT TRIM (PERIMETER CASINGS, STOPS, STOOLS AND APRON) TO MATCH EXISTING AND/OR ALLOW FOR INCRESED DEPTH OF COMBINED WINDOW UNITS. STYLE AS PER ARCHITECT. PROVIDE AND INSTALL NEW BLOCKING, SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION WITHOUT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. CONTINUOS PERIMETER SEALANT. CUT BACK STUCCO OR SIDING TO REMOVE EXISTING WINDOW. PROVIDE AND INSTALL FLASHING EXTERIOR ACCESSORIES TO MATCH EXISTING CONDITIONS OR AS FPER ARCHITECT. ANT PROVIDE AND INSTALL NEW FURRED OUT TRIM (PERIMETER CASINGS, STOPS, STOOLS AND APRON) TO MATCH EXISTING AND/OR ALLOW FOR INCRESED DEPTH OF COMBINED WINDOW UNITS. STYLE AS PER ARCHITECT. NEW WINDOW UNIT -SEE SCHEDULE. GENERAL NOTES: LEGEND 1. INTERIOR AND EXTERIOR CONDITIONS (SIDING. TRIM, FINISHES, ETC.) VARY PER INISTALATION. ® EXISTING 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. 3. HATCH FINISHES OF ADJACENT %%ACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PRIMING AND PAINTING TO ACHIEVE A CONSISTANT O NEW MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT, FLOOR, ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. Drawing Title: MDHC-Metal Double Hung Composite Window at Wood Frame Construction Jamb Detail Jones Payne Group 334 Boylston Street, Suke 401 Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: Project No.: 20001 ipThe t&. 61 Massachusetts 02116 te1: 617.536.6316 fax: 617.536.6248 em 0: postoRce@lonespayn—om M YY — 1.3 Drawn B Y' EF Checked B Y TEK Date Issued: 06-15-01 Scale: 3" - I' or As Noted Wcopyngnt LUU1 prnwinq Fite H \CADC\RS!P _ grnry\Keywest\windows\MW-1 4HS d 'LCt JnteJUn tJ, c 1 - CUT BACK STUCCO WHERE EXISTING TO REMOVE EXISTING WINDOW. PATCH/GROUT TO MATCH EXISTING CONDITIONS (TEXTURE, SILL PROJECTION)— METAL ANGLE AT HEAD AND JAMBS, PERFORMED NAIL FIN OR PANNING SYSTEM BY MANUFACTURER, BACK SEALED AND FASTENED TO STRUCTURE. PROVIDE AND INSTALL CONTINUOUS SEALANT, PROVIDE BACKER ROD IF GAP EXCEEDS A - PROVIDE AND INSTALL NEW BLOCKING, SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION WITHOUT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. NEW WINDOW UNIT —SEE SCHEDULE. EXTERIOR CONTRACTOR TO PROVIDE CONTINUOUS SHEET MEMBRANE (FLEXIBLE FLASHING) AT FULL DEPTH OF SILL. AT EXTERIOR, RECESS MEMBRANE TO SUFFICIENTLY ALLOW PENETRATION AND ANCHORING OF CAULK JOINT. PROVIDE AND INSTALL CONTINUOUS SEALANT, PROVIDE BACKER ROD IF GAP EXCEEDS X". PROVIDE AND INSTALL NEW BLOCKING, SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION WITHOUT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. CUT BACK STUCCO WHERE EXISTING TO REMOVE EXISTING WINDOW. PATCH/GROUT TO MATCH EXISTING CONDITIONS (TEXTURE, SILL PROJECTION) - CUT BACK AND REMOVE EXISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF WINDOW, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. PROVIDE AND INSTALL NEW CASINGS (PERIMETER TRIM, EXTENSION JAMBS, STOPS, STOOLS AND APRON) TILE, (FULL SURROUNDS, STOOL) OR GYPSUM RETURNS TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. CONTINUOUS PERIMETER SEALANT. PROVIDE AND INSTALL NEW CASINGS (PERIMETER TRIM, EXTENSION JAMBS, STOPS, STOOLS AND APRON) TILE, (FULL SURROUNDS, STOOL) OR GYPSUM RETURNS TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. CUT BACK AND REMOVE EXISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF WINDOW, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. GENERAL NOTES: LEGEND 1. INTERIOR AND EXTERIOR CONDITIONS (SIDING, TRIM, FINISHES, ETC.) VARY PER NSTAUTION. ® EXISTING 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. I MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PRIMING AND PANTING TO ACHIEVE A CONSISTANT Q NEW WATCH OF FINISHES TO A LOGICAL BREAK PONT. (CORNER, SOFFIT. FLOOR, ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS, Drawing Title: MDHC-Metal Double Hung Composite at Concrete Block Construction Head and Sill Detail • 334 Boylston Went Suite Suite 401 jpThe Jones Payne Group Boston. Masachuseas 02116 Z..617.536.6316 fax:617.S36.6248 —a: postoffice@lo`uspayn`com Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: Project No.: z000l MW-1 .4 Drawn By: EF Checked By: TEK Date Issued: 06-15-01 Scale: 3" - I' or As Noted Q copyright 2001 e I L,crary\Ke west\wirdows\MW-14.;)wg Plot Date Jun IS 2c-. r 4 2 METAL ANGLE AT HEAD AND JAMBS, PERFORMED NAIL FIN OR PANNING SYSTEM BY MANUFACTURER, BACK SEALED AND FASTENED TO STRUCTURE. PROVIDE AND INSTALL CONTINUOUS SEALANT, PROVIDE BACKER ROD IF GAP EXCEEDS Y•'. CUT BACK STUCCO WHERE EXISTING TO REMOVE EXISTING WINDOW. PATCH/GROUT TO MATCH EXISTING CONDITIONS (TEXTURE, SILL PROJECTION)= a PROVIDE AND INSTALL NEW BLOCKING, SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION WITHOUT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. NEW WINDOW UNIT —SEE SCHEDULE. EXTERIOR CONTINUOUS PERIMETER SEALANT. REFINISH EXPOSED CONCRETE BLOCK TO MATCH EXISTING CONDITIONS �— CUT BACK AND REMOVE EXISTING INTERIOR FINISHES INT TO ALLOW FOR REMOVAL OF WINDOW, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. PROVIDE AND INSTALL NEW CASINGS (PERIMETER TRIM, EXTENSION JAMBS, STOPS, STOOLS AND APRON) TILE, (FULL SURROUNDS, STOOL) OR GYPSUM RETURNS TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. CONTINUOUS PERIMETER SEALANT. GENERAL NOTES: LEGEND I. INTERIOR AND EXTERIOR CONDITIONS (SIDING. TRIM, FINISHES. ETC.) VARY PER INSTAIATIOK ® EXISTING2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SMALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. I MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PRIMING AND PAINTING TO ACHIEVE A CONSISTANT O NEW MATCH OF FINISHES TO A LOGIC& BREAK POINT. (CORNER, SOFFIT, FLOOR, ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. Drawing Title: MDHC-Metal Double Hung Composite at Concrete Block Construction Jamb Detail The Jones Panne Group Boylston Street, Suite 401 Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: Project No.: 20001 Boston, Massachusetts 02116 ip334 tok 617.536.6316 fax: 617.536.6248 email: postoffice@jonaparmeom MW-1.4 Drawn By: EF Checked B y: TEK Date Issued: 06-I5-0I Scale: 3" - 1' or As Noted UcopyngnT tOUI E-U- `9 ''tF �' ''ADD\RSIP Cibrnry\Keyv+e- *\,,Cr 5\MW-2.3h5 Pic: Dc-e Jun 'S, 2DD? - 3 CUT BACK STUCCO OR SIDING TO REMOVE EXISTING WINDOW. PROVIDE AND INSTALL FLASHING ACCESSORIES TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. I PROVIDE AND INSTALL CONTINUOS DRIP FLASHING AT HEAD, BACK SEALED TO METAL ANGLE AT HEAD AND JAMBS, PERFORMED NAIL FIN OR PANNING SYSTEM BY MANUFACTURER, BACK SEALED AND FASTENED TO STRUCTURE. -CUT BACK AND REMOVE EXISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF WINDOW, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. -PROVIDE AND INSTALL NEW FURRED OUT TRIM (PERIMETER CASINGS, STOPS, STOOLS AND APRON) TO MATCH EXISTING AND/OR ALLOW FOR INCRESED DEPTH OF COMBINED WINDOW UNITS. STYLE AS PER ARCHITECT. PROVIDE AND INSTALL NEW BLOCKING, SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION WITHOUT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. CONTINUOS PERIMETER SEALANT. EXTERIOR ANT CONTRACTOR TO PROVIDE CONTINUOUS SHEET MEMBRANE (FLEXIBLE FLASHING) AT FULL DEPTH OF SILL. AT EXTERIOR, RECESS MEMBRANE TO NEW WINDOW UNIT -SEE SUFFICIENTLY ALLOW SCHEDULE. PENETRATION AND ANCHORING OF CAULK JOINT. CONTINUOS PERIMETER SEALANT. I I CONTINUOS PERIMETER SEALANT. CUT BACK STUCCO OR SIDING TO REMOVE EXISTING WINDOW. PROVIDE AND INSTALL FLASHING - _ PROVIDE AND INSTALL NEW FURRED ACCESSORIES TO MATCH EXISTING I ',. OUT TRIM (PERIMETER CASINGS, STOPS, STOOLS AND CONDITIONS OR PER ARCHITECT. d L i L ,' APRON) TO MATCH EXISTING AND/OR ALLOW FOR INCRESED DEPTH OF COMBINED WINDOW UNITS. STYLE AS PER ARCHITECT. GENERAL NOTES: _.. I. INTERIOR AND EXTERIOR CONDITIONS (SIDING. TRIM, FINISHES, ETC.) VARY PER INSTAIATIDN. LEGEND 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. ® EXISTING 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PRANG AND PAINTING TO ACHIEVE A CONSISTANT MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER. SOFFIT. FLOOR, ETC.) O NEW 4. ALL NOTES APPLY TO DIFFERING JAMB CONOITKNS. Drawing Title: MFIXC-Metal Fixed Composite Window at Wood Frame Construction Head and Sill Detail Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number. The Jones Payne Group 334 Boylston Street. Suite 401 Project No.: 20DOI Boston, Massachusetts 02116 tel: 617.536.6316 fax: 617.536.6248 Drawn By: EF Checked By: TEK e M `j Y,j_2.3 &N: Postoffice0bionespaynacom Date Issued: 06-15-01 Scale: 3" - V or As Noted ©copyright 2001 D'-0 . iq Fne 'H \CA"C\RS'�' orcry`.Keywest\windows\MW-c.3.: d _ , _C' ._ " 15, 2001 - 3 c PROVIDE AND INSTALL STUCCO SURROUNDS, FAUX SILL, CASINGS APRON OR KICK TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. METAL ANGLE AT HEAD AND JAMBS, PERFORMED NAIL FIN OR PANNING SYSTEM BY MANUFACTURER, BACK SEALED AND FASTENED TO STRUCTURE. - CUT BACK STUCCO OR SIDING TO REMOVE EXISTING WINDOW. PROVIDE AND INSTALL FLASHING ACCESSORIES TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT.--- \ I CUT BACK AND REMOVE EXISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF WINDOW, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. PROVIDE AND INSTALL NEW FURRED OUT TRIM (PERIMETER CASINGS, STOPS, STOOLS AND APRON) TO MATCH EXISTING AND/OR ALLOW FOR INCRESED DEPTH OF COMBINED WINDOW UNITS. STYLE AS PER ARCHITECT. PROVIDE AND INSTALL NEW BLOCKING, SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION WITHOUT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. CONTINUOS PERIMETER SEALANT. CUT BACK STUCCO OR SIDING TO REMOVE EXISTING WINDOW. PROVIDE AND INSTALL FLASHING ACCESSORIES TO MATCH EXIERIOR EXISTING CONDITIONS OR AS PER ARCHITECT. PROVIDE AND INSTALL NEW FURRED OUT TRIM (PERIMETER CASINGS, STOPS. STOOLS AND APRON) TO MATCH EXISTING AND/OR ALLOW FOR INCRESED DEPTH OF COMBINED WINDOW UNITS. STYLE AS PER ARCHITECT. NEW WINDOW UNIT -SEE SCHEDULE. GENERAL NOTES: LEGEND 1. INTERIOR AND EXTERIOR CONDITIONS (SIDING. TRIM, FINISHES. ETC.) VARY PER INSTALATION. ® EXISTING 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS. NCLLIOING PATCHING, PRIMING AND PAINTING TO ACHIEVE A CONS19ANT L� NEW MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SDFF I. FLOOR. ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. MFIX-Metal Fixed Composite Window at Wood Frame Construction Drawing Title: Jamb Detail . Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number. The ones Payne Group J y Project N, 20001 334 Boylston Street. Suite 401 Checked By: TEK M YY —2.3 Boston. Massachusetts 02116 Dtawn By. EF tei 617.536.6316 tax: 617.536.6248 email poscofl'ce 4onespayne.c°m Date Issued: 06-15-01 Scale: 3" - F or As Noted ©copyright 2001 � r ter• rru - CUT BACK STUCCO WHERE EXISTING TO REMOVE EXISTING WINDOW. PATCH/GROUT TO MATCH EXISTING CONDITIONS (TEXTURE, SILL PROJECTION)= METAL ANGLE AT HEAD AND JAMBS, PERFORMED NAIL FIN OR PANNING SYSTEM BY MANUFACTURER, BACK SEALED AND FASTENED TO STRUCTURE. PROVIDE AND INSTALL CONTINUOUS SEALANT, PROVIDE BACKER ROD IF GAP EXCEEDS PROVIDE AND INSTALL NEW BLOCKING. SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION WITHOUT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. NEW WINDOW UNIT —SEE EXTERKXt CONTRACTOR TO PROVIDE CONTINUOUS SHEET MEMBRANE (FLEXIBLE FLASHING) AT FULL DEPTH OF SILL. AT EXTERIOR, RECESS MEMBRANE TO SUFFICIENTLY ALLOW PENETRATION AND ANCHORING OF CAULK JOINT. PROVIDE AND INSTALL CONTINUOUS SEALANT, PROVIDE BACKER ROD IF GAP EXCEEDS Y4'. PROVIDE AND INSTALL NEW BLOCKING. SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION WITHOUT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. CUT BACK STUCCO WHERE EXISTING TO REMOVE EXISTING WINDOW. PATCH/GROUT TO MATCH EXISTING CONDITIONS (TEXTURE, SILL PROJECTION) - CUT BACK AND REMOVE EXISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF WINDOW, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. PROVIDE AND INSTALL NEW CASINGS (PERIMETER TRIM, EXTENSION JAMBS, STOPS, STOOLS AND APRON) TILE, (FULL SURROUNDS, STOOL) OR GYPSUM RETURNS TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. CONTINUOUS PERIMETER SEALANT. PROVIDE AND INSTALL NEW CASINGS (PERIMETER TRIM, EXTENSION JAMBS. STOPS, STOOLS AND APRON) TILE, (FULL SURROUNDS. STOOL) OR GYPSUM RETURNS TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. CUT BACK AND REMOVE EXISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF WINDOW, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. GENERAL NOTES: LEGEND 1. INTERIOR AND EXTERIOR CONDITIONS (SIDING, TRIM, FINISHES. ETC.) VARY PER INSTALATION. ® EXISTING 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PRIMING AND PAINTING TO ACHIEVE A CONSISTMIT O NEW MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER. SOFFIT, FLOOR, ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. I Drawing Title: I MFIX-Metal Fixed Composite at Concrete Block Construction I Head and Sill Detail The Jones Payne Group 334 Boylston Strmt. Suite 401 Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: Project No.: 20001 Bo ton, Massachusetts Boston, 617. Massachusetts 0217. fax: 617536.6248 ip «nad. PostoRka@lonespayna.com Mw_2 d T Drawn B y' EF Checked By: TEK Date Issued: 06-15-01 Scale: 3" - F or As Noted Wuvpyngnt Iwt awino Fi!e ri \CADD\RSiP Libra,y\Keywe5t\wi0d0w5\MW-2 4j oJn 15- 4p- 5 024 METAL ANGLE AT HEAD AND JAMBS, PERFORMED NAIL FIN OR PANNING SYSTEM BY MANUFACTURER, BACK SEALED AND FASTENED TO STRUCTURE PROVIDE AND INSTALL CONTINUOUS SEALANT, PROVIDE BACKER ROD IF GAP EXCEEDS X". CUT BACK STUCCO WHERE EXISTING TO REMOVE EXISTING WINDOW. PATCH/GROUT TO MATCH EXISTING CONDITIONS (TEXTURE. SILL PROJECTION) — EXTERIOR CONTINUOUS PERIMETER SEALANT. REFINISH EXPOSED CONCRETE BLOCK TO MATCH EXISTING CONDITIONS PROVIDE AND INSTALL NEW I N LCUT BACK AND REMOVE BLOCKING, SHIMS AND BUCK EXISTING INTERIOR FINISHES FRAME TO ACCOMMODATE TO ALLOW FOR REMOVAL OF INSTALLATION WITHOUT WINDOW, CAUSING AS LITTLE DOWNSIZING. FILL ALL VOIDS DAMAGE AS POSSIBLE TO WITH INSULATION. ADJACENT SURFACES. PROVIDE AND INSTALL NEW NEW WINDOW UNIT -SEE CASINGS (PERIMETER TRIM, SCHEDULE. EXTENSION JAMBS, STOPS. STOOLS AND APRON) TILE. (FULL SURROUNDS, STOOL) OR GYPSUM RETURNS TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. CONTINUOUS PERIMETER SEALANT. GENERAL NOTES: LEGEND I. INTERIOR AND EXTERIOR CONDITIONS (SONIC. TRIM. FINISHES. ETC.) VARY PER INSTAIATION. ® EXISTING 2. ALL PRODUCTS SUBJECT TO HUR ME CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. ^ 3. HATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS. INCLUDING PATCHING, PRIMING AND PAINTING TO ACKW A CONSKTANT NEW1_J MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT, FLOOR. ETC.) 4. ALL NOTES APPLY TO OMRING JAMB CONDITIONS. MFIX-Metal Fixed Composite at Concrete Block Construction Drawing Title: Jamb Detail • Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM I Detail Number. The Jones Payne Group Project No.: 20001 334 Boylston Street Suite 401-2.4 Boemn, Massachusetts 02116 Drawn By: EF Checked By: TEK te1: 617.536.6316 fax: 617536.6248 °maii: poster ficeLihmespayne'c°m Date Issued: 0615-01 Scale: 3" - 1' or As Noted ©copyright 2001 - "`J- _i5;1';i.r Y\' ey Wes T\W1nJ0WS\MW-.5j✓`sD :Ot JQte JVr 15. 2001 - 323ri,, CUT BACK STUCCO OR SIDING TO REMOVE EXISTING WINDOW. PROVIDE AND INSTALL FLASHING ACCESSORIES TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. PROVIDE AND INSTALL. CONTINUOS DRIP FLASHING AT HEAD, BACK SEALED TO FLASHING. METAL ANGLE AT HEAD AND JAMBS, PERFORMED NAIL FIN OR PANNING SYSTEM BY MANUFACTURER, BACK SEALED AND FASTENED TO STRUCTURE. - EXTERIOR CONTRACTOR TO PROVIDE CONTINUOUS SHEET MEMBRANE (FLEXIBLE FLASHING) AT FULL DEPTH OF SILL. AT EXTERIOR, RECESS MEMBRANE TO SUFFICIENTLY ALLOW PENETRATION AND ANCHORING OF CAULK JOINT. CONTINUOS PERIMETER SEALANT. CUT BACK STUCCO OR SIDING TO REMOVE EXISTING WINDOW. PROVIDE AND INSTALL FLASHING T ACCESSORIES TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. eL — CUT BACK AND REMOVE EXISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF WINDOW, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. PROVIDE AND INSTALL NEW FURRED OUT TRIM (PERIMETER CASINGS, STOPS, STOOLS AND APRON) TO MATCH EXISTING AND/OR ALLOW FOR INCRESED DEPTH OF COMBINED WINDOW UNITS. STYLE AS PER ARCHITECT. PROVIDE AND INSTALL NEW BLOCKING, SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION WITHOUT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. CONTINUOS PERIMETER SEALANT. NEW WINDOW UNIT —SEE SCHEDULE. CONTINUOS PERIMETER SEALANT. PROVIDE AND INSTALL NEW FURRED OUT TRIM (PERIMETER CASINGS, STOPS, STOOLS AND APRON) TO MATCH EXISTING AND/OR ALLOW FOR INCRESED DEPTH OF COMBINED WINDOW UNITS. STYLE AS PER ARCHITECT. GENERAL NOTES: LEGEND 1. INTERIOR AND EXTERIOR CONDITIONS (SONG, TRIM, FINISHES, ETC.) VARY PER NISTALATION. 2. ALL PRODUCTS SUB,ECT TO HIHRRICANE CONDITIONS SWILL INCLIRE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. ® EXISW 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PRIMING AND PAINTING TO ACHIEVE A CONSISTANT O NEW MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT, FLOOR, ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. I Drawing Title: I MGLC-Metal Gliding Composite Window at Wood Frame Construction I Head and Sill Detail The Jones Payne Group 334 Boylston Strwm Sulu 401 Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number. Project No.: 20001 ll�to Masuchusem Z.61 . 3&6316fa 02116 Z.617.536.6316 fax: 617.536.6248 ip anal: poste ica@lonaspaymcom MW-3.3 Drawn By: EF Checked By: TEK Date Issued: 06-I5-01 Scale: 3" - 1' or As Noted �, Fy..s..< cwI Drawing Frye. "\�]AD \RSiP Library\Keywest\windows\MW-J..iJ. riot uate cur - - PROVIDE AND INSTALL STUCCO SURROUNDS. FAUX SILL, CASINGS APRON OR KICK TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. METAL ANGLE AT HEAD AND JAMBS. PERFORMED NAIL FIN OR PANNING SYSTEM BY MANUFACTURER. BACK SEALED AND FASTENED TO STRUCTURE. - CUT BACK STUCCO OR SIDING TO REMOVE EXISTING WINDOW. PROVIDE AND INSTALL FLASHING ACCESSORIES TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. x I CUT BACK AND REMOVE EXISTING INTERIOR FIN!LITJ'rLE TO ALLOW FOR REMO WINDOW, CAUSING ASDAMAGE AS POSSIBLE ADJACENT SURFACES. PROVIDE AND INSTALL NEW FURRED OUT TRIM (PERIMETER CASINGS. STOPS. STOOLS AND APRON) TO MATCH EXISTING AND/OR ALLOW FOR INCRESED DEPTH OF COMBINED WINDOW UNITS. STYLE AS PER I ARCHITECT. PROVIDE AND INSTALL NEW BLOCKING. SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION WITHOUT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. CONTINUOS PERIMETER SEALANT. CUT BACK STUCCO OR SIDING TO REMOVE EXISTING WINDOW. PROVIDE AND INSTALL FLASHING EXTERIOR ACCESSORIES TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. PROVIDE AND INSTALL NEW FURRED OUT TRIM (PERIMETER CASINGS, STOPS, STOOLS AND APRON) TO MATCH EXISTING AND/OR ALLOW FOR INCRESED DEPTH OF COMBINED WINDOW UNITS. STYLE AS PER ARCHITECT. NEW WINDOW UNIT -SEE SCHEDULE. GENERAL NOTES: LEGEND 1. INTERIOR AND EXTERIOR CONDITIONS (SONG. TRIM. FINISHES. ETC.) VARY PER INSTALATION. ® EXISTING 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS. INCLUDING PATCHING. PRIMING AND PAINTING TO ACHIEVE A CONSISTANT O NEW MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT. FLOOR, ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. MGLC-Metal Gliding Composite Window at Wood Frame Construction Drawing Title: Jamb Detail • 334 Boy6wn Street Suke 401 ipThe )ones Payne Group Boston, Massachusetts D2116 teF.617.536.6316 hx:617S36.6248 °mad' posto(fice@lonespayna.— Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number. Project No.: 20001 M rY —3.3 Drawn By: EF Checked By: TEK Date Issued: 06-15-01 Scale: 3" - I' or As Noted (C)copyright 2001 � :w,rq File, H \CADE\RSIPL;6raryy<eywe5t\w1rd0wS\MWJ.aH�, dwg r,Ct �a to J�10, cuui - C vjp' CUT BACK STUCCO WHERE EXISTING TO REMOVE EXISTING WINDOW. PATCH/GROUT TO MATCH EXISTING CONDITIONS (TEXTURE, SILL PROJECTION)= METAL ANGLE AT HEAD AND JAMBS, PERFORMED NAIL FIN OR PANNING SYSTEM BY MANUFACTURER, BACK SEALED AND FASTENED TO STRUCTURE. PROVIDE AND INSTALL CONTINUOUS SEALANT, PROVIDE BACKER ROD IF GAP EXCEEDS Ye'. PROVIDE AND INSTALL NEW BLOCKING, SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION WITHOUT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. NEW WINDOW UNIT —SEE SCHEDULE. EXTERXNN CONTRACTOR TO PROVIDE CONTINUOUS SHEET MEMBRANE (FLEXIBLE FLASHING) AT FULL DEPTH OF SILL. AT EXTERIOR, RECESS MEMBRANE TO SUFFICIENTLY ALLOW PENETRATION AND ANCHORING OF CAULK JOINT. PROVIDE AND INSTALL CONTINUOUS SEALANT, PROVIDE BACKER ROD IF GAP EXCEEDS Y4". PROVIDE AND INSTALL NEW BLOCKING, SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION WITHOUT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. CUT BACK STUCCO WHERE EXISTING TO REMOVE EXISTING WINDOW. PATCH/GROUT TO MATCH EXISTING CONDITIONS (TEXTURE. SILL PROJECTION) - GENERAL NOTES: CUT BACK AND REMOVE EXISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF WINDOW, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. PROVIDE AND INSTALL NEW CASINGS (PERIMETER TRIM, EXTENSION JAMBS, STOPS, STOOLS AND APRON) TILE, (FULL SURROUNDS, STOOL) OR GYPSUM RETURNS TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. CONTINUOUS PERIMETER SEALANT. PROVIDE AND INSTALL NEW CASINGS (PERIMETER TRIM, EXTENSION JAMBS, STOPS, STOOLS AND APRON) TILE, (FULL SURROUNDS, STOOL) OR GYPSUM RETURNS TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. CUT BACK AND REMOVE EXISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF WINDOW. CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. 1. INTERIOR AND EXTERIOR CONDITIONS (SIDING, TRIM, FINISHES, ETC.) VARY PER INSTAIATION. 2. ALL PRODUCTS SUBJECT TO HURRICANE CDNDT06 SWILL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PRIMING AND PAINTING TO ACHIEVE A CONSISTANT MATCH OF FMISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT, FLOOR, ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. LEGEND ® EXISTING NEW Drawing Title: MGLC-Metal Gliding Composite at Concrete Block Construction I Head and Sill Detail • ProjectName: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number. The Jones Payne Group 334 Boylston Street. Suite 401 Project No.: 20001 pm By; EF Checked By: TEK Boston, Massachusetts 02116 tek 617.536.6316 Fax: 617.536.6248 jP M `I Y\%-3,4 emaa: postotfice(Pimespayn— Date Issued: 06-15-01 Scale: 3" - F or As Noted (C)copyright 2001 yy we5 "uuwsiw-J.4JDwy '-'.o: Jun iJ, 2UU1 46p, METAL ANGLE AT HEAD AND JAMBS, PERFORMED NAIL FIN OR PANNING SYSTEM BY MANUFACTURER, BACK SEALED AND FASTENED TO STRUCTURE. PROVIDE AND INSTALL CONTINUOUS SEALANT, PROVIDE BACKER ROD IF GAP EXCEEDS W. CUT BACK STUCCO WHERE EXISTING TO REMOVE EXISTING WINDOW. PATCH/GROUT TO pITERIOR MATCH EXISTING CONDITIONS (TEXTURE, SILL PROJECTION) CONTINUOUS PERIMETER SEALANT. REFINISH EXPOSED CONCRETE BLOCK TO MATCH EXISTING CONDITIONS PROVIDE AND INSTALL NEW \— CUT BACK AND REMOVE BLOCKING, SHIMS AND BUCK EXISTING INTERIOR FINISHES FRAME TO ACCOMMODATE TO ALLOW FOR REMOVAL OF INSTALLATION WITHOUT WINDOW, CAUSING AS LITTLE DOWNSIZING. FILL ALL VOIDS DAMAGE AS POSSIBLE TO WITH INSULATION. ADJACENT SURFACES. NEW WINDOW UNIT —SEE PROVIDE AND INSTALL NEW SCHEDULE. CASINGS (PERIMETER TRIM, EXTENSION JAMBS, STOPS, STOOLS AND APRON) TILE. (FULL SURROUNDS, STOOL) OR GYPSUM RETURNS TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. CONTINUOUS PERIMETER SEALANT. GENERAL NOTES: LEGEND 1. INTERIOR AND EXTERIOR CONDITIONS (SOW, TRIM. FINISHES, ETC.) VARY PER INSTAIATXW. ® EXISTING 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SWILL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PRIMING AND PAINTING TO ACHIEVE A CONSISTANT Q NEW MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT, FLOOR. ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. Drawing Title: MGLC-Metal Gliding Composite at Concrete Block Construction Jamb Detail The Jones Payne Group Boylston Street, Suite 401 Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: Project No.: 20001 Drawn By: EF Checked By: TEK Boston. Massachusem36.6316fa 02116 ip334 tak 61 y.536.b316 lax: 61 y.536.6248 emak poswlflce@jonepaynacom NIW-3 4 Date Issued: 0615-0I Scale: 3" - 1' or As Noted Qcopyright 2001 wes:\wind0ws\MW-4.n ow . a�pt pate Jun 15, 2001 - 324 ACOUSTICAL WINDOW TYPE VARIES ALUMINUM WINDOW MULLION AS SUPPLIED BY WINDOW MANUFACTURER FULLY INSULATE PERIMETER OF BOTH WINDOWS NEW ACOUSTICAL WINDOW —SEE SCHEDULE AND WINDOW INSTALLATION DETAILS GENERAL NOTES: LEGEND 1. INTERIOR AND EXTERIOR CONDITIONS (SONG, TRY, FINISHES. ETC.) VARY PER NSTALATION. 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. ® EXISTING 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PRIMING AND PANTING TO ACHIEVE A CONSISTANT O NEW MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT. FLOOR, ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. I Drawing Title: I Acoustical Metal Window Mullion I Section Detail The Jones Payne Group 334 Boylston Street, Suite 401 Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: Project No.: 20001 Boston. Masnchusevz 02116 tel: 617.536.6316 fax: 617.536.6248 email: postolRce@ionespayne.com M�%_(� O B y Checked By: TEK Date Issued: 06-15-01 Scale: 3" - Y or As Noted ura —y r. \�H—) _,arary\Keywest\utJ'KA�V. LJ-1.-dwg Plot Date Jun LC--! - CUT BACK MINIMUM 1 REMOVE A4 AND PAINT EXISTING. INFILL WALL. ALIGNN JOINTS EXISTIh EXISTIN WALL GENERAL 1vv1r_J: AND REPLACE INTERIOR AND IOR WALL FINISHES FOR A NEAT :LEAN APPEARENCE. PRIME AND ENTIRE WALL AS REOUIRED TO EXISTING FINISH OR AS PER rECT. 'E EXISTING AC UNIT AND )R/EXTERIOR AC FRAME. INFILL JG OPENING WITH CONCRETE BLOCK IOTAR TO MATCH EXISTING. NEW GYPSUM, AND INSULATION TO :XISTING. 1. INTERIOR AND EXTERIOR CONDITIONS (SIDING, TRIM, FINISHES. ETC.) VARY PER MbiALATION. 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PR!" AND PAINTING TO ACHIEVE A CONSISTANT MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT, FLOOR, ETC.) 4. ALL NOTES APPLY TO DPTRING JAMB COTgIT K LEGEND ® EXISTING NEW Drawing Title: I Infill Existing Through Wall AC in Concrete Block Construction I I Jamb Detail The Jones Payne Group 334 Boylston Ww4 Sufis 401 Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: Project No.: 20001 16 Bwtom 6I7.53&63I6 e a : 1 7. cd: 61y.53k6316 fax: 61 y.536.6248 ip amafl: postoHfca@jonesprynacan GEN-1.6 Drawn By: EF Checked By: TEK Date Issued: 06-IS-01 Scale: NTS Wt VFYI JIL cwI Draw incJ file: H\CLPy\<2ywP5:\uLLIL1CPL\ULU-!./.ClWg r1UL/U//U9 J-1 /// PROVIDE NEW EXTERIOR SHEATHING TO MATCH EXISTING REMOVE EXISTING THRU—WALL AC UNIT AND ALL ASSOCIATED INTERIOR AND EXTERIOR FRAMES AND CASINGS PROVIDE NEW EXTERIOR STUCCO/SIDING AND I l PAINT/FINISH TO MATCH EXISTING l I REMOVE EXISTING FINISHES AS REQUIRED. EXTEND NEW BUILDING UNDER EXISTING BUILDING PAPER AT TOP AND SIDES, OVER EXISTING AT BOTTOM TO MATCH EXISTING I PROVIDE NEW BLOCKII PROVIDE NEW FRAMING NEW BATT INSULATION APPLY 1 LAYER SHEETROCK TAPED AND FINISHED TO MATCH EXISTING CONDITIONS AS PER ARCHITECT PATCH/REPLACE INTERIOR AND EXTERIOR WALL FINISHES FOR A NEAT AND CLEAN APPEARANCE PRIME AND PAINT CORNER TO CORNER TO MATCH EXISTING FINISH ROVIDE NEW GYPSUM FURRING AND INSULATION I D MATCH EXISTING GENERAL NOTES: LEGEND 1. INTERIOR AND EXTERIOR CONDITIONS (SIDING, TRIM, FINISHES. ETC.) VARY PER INSTAIATKIN. ® EXISTRIG 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. O 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PRIMING AND PAINTING TO ACHIEVE A CONSISTANT NEW MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT, FLOOR, ETC.) t. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. DrawingTitle: In -Fill Existing Through -Wall AC at Wood Frame Construction Head and Sill Detail The Jones Payne Group 334 Boylston Street Suite 401 tat 617.S36.6316 fax: 617S36.6248 1p Boston, Massachuseas 02116 anvil: postofRce@jonespay—con, Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number. Proect No.: 20001 GEN-1.7 Drawn By: EF Checked By: TEK Date Issued: 06-15-01 1 Scale: 3" - Y or As Noted Qcopyright 2001 " P e ti\CAGD\RSIP _crcry\{eywes:\ _ ==RA \G G-2Odw p - ur '� �?00' - 3 28 F GENERAL NOTES: LEGEND I. INTERIOR AND EXTERIOR CONDITIONS (SIDING, TRIM, FINISHES, ETC.) VARY PER INSTAIATION. 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. ® EXISTING WS 3. MATCH FHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PRIMING AND PAINTING TO ACHIEVE A W61STMT MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT, FLOOR, ETC.) O NEW 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. I Drawing Title: I Sound Insulated Unhinged Attic Access Panel Section Detail 7 40 up 3Y/ Bglston Street. Suite 401 1pThe Jones Payne Gro Boston, Massachusetts 02116 tel: 617.536.6316 fax: 617.S36.6248 email: Postof8ceco)p spaynecum Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: Project No.: 20001 GEN-2.0 Drawn By: MRB Checked By: TEK Date Issued: 06-15-01 Scale: 3" - 1' or As Noted Drawing File r,\JAJ:;\ SNP'_jbrary\Keywest\GEGERAL\GE❑-22awg Plot Date Jun 15, PROVIDE DOOR PULLS 2 MIN—. PROVIDE 2 LATCHES ---- WOOD FRAME AT PERIMETER OF SOUND DEADING BOARD CONTINUOS WEATHERSTRIPING AT PERIMETER HATCH WOOD FRAME AS PER ARCHITECT EXISTING STRUCTURE CONDITION 1 CUT BACK AND REMOVE EXISTING INTERIM FINISHES TO ALLOW FOR REMOVAL OF WINDOW, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. PROVIDE AND INSTALL NEW CASINGS (PERIMETER TRIM. EXTENSION JAMBS. STOPS, STOOLS AND APRON) TILE, (FULL SURROUNDS, STOOL) OR GYPSUM RETURNS TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. MOLDING AS PER ARCHITECT 3/4- PAINT GRADE PLYWOOD 3/4- SOUND DEADING BOARD MINIMUM 1/2- PAINT GRADE PLYWOOD — PROVIDE AND INSTALL NEW BLOCKING, SHIMS, AND BUCK FRAME TO ACCOMODATE INSTALLATION WITHOUT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. CONDITION 2 PROVIDE AND INSTALL NEW CASINGS (PERIMETER TRIM, EXTENSION JAMBS. STOPS, STOOLS AND APRON) TILE, (FULL SURROUNDS, STOOL) OR GYPSUM RETURNS TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. CUT BACK AND REMOVE EXISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF WINDOW. CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. GENERAL NOTES: LEGEND 1. INTERIOR AND EXTERIOR CONDITIONS (SIDING. TRW. FINISHES, ETC.) VARY PER INSTLATION. ® EXISTING 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS. INCLUDING PATCHING, PRIMING AND PAINTING TO ACHIEVE A CONSISTANT NEW MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT. FLOOR. ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. AAP Non -Reducing Attic Access Panel Drawing Title: Section Detail • Pmject Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM I Detail Numbcr. The Jones Payne Group 401 Project No.: 20001 gomwn34 , Musach�sseeas 02116 Checked By: TEK GEN-2.2 tal: 617.53" 316 fax:617.536.6248 Drawn By: MRB email: postoffice@ionespsyne.com Date Issued: 06-15-01 Scale: 3" - 1' or As Noted ©copyright 2001 y �i U'Y\N&ywesz\,.L:uJ.:-'.ot Jate Jun i5 2u0: - 32JE), AT CEILING WITH BEAMS EXISTING CEILING- PATCH TO PROVIDE A CONTINUOUS GYPSUM SURFACE PROVIDE AND INSTALL ONE LAYER 5/8" GYPSUM TAPED AND FINISHED PROVIDE CONTINUOUS SEALANT, PROVIDE BACKER ROD IF GAP EXCEEDES 1 /4" FINISH BUTT JOINTS FOR A NEAT AND FINISHED APEARENCE. PROVIDE AND INSTALL EDGE MOLDING AT PERIMETER OF CEILING AS PER ARCHITECT EXISTING CEILING— PATCH TO PROVIDE A CONTINUOUS GYPSUM SURFACE PROVIDE AND INSTALL ONE LAYER 5/8" GYPSUM TAPED AND FINISHED CONTINUOUS SEALANT, PROVIDE BACKER ROD IF GAP EXCEEDES 1/4" PROVIDE AND INSTALL BLOCKING FOR CROWN MOULDING NAILER PROVIDE AND INSTALL NEW CROWN MOLDING CAULK AND FINISH PER SPECIFICATIONS EXISTING WALL GENERAL NOTES: LEGEND I. INTERIOR AND EXTERIOR CONDITIONS (SIDING, TRIM, FINISHES, ETC.) VARY PER INSTALATION. E= EXISTING 2. All PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENIING SCHEDULE. 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PRIMING AND PAINTING TO ACHIEVE A CONSISTANT O NEW MATCH OF FINISHES TO A LOGICAL BREAX POINT. (CORNER, SOMT, FLOOR. ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. I Drawing Title: I One Layer 5/8" Gypsum Direct Applied to Existing Ceiling Surface I Section Detail The hones Payne Group 334 Boylston Street, Suite 401 Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: Project No.: 20001 Boston. Massachusem 02116 tel: 617.S36.6316 fax: 617.S36.6248 email: Postof6c.@Ionespaynacom ipCL-6.0 Drawn By: MRB Checked By: TEK Date Issued: 06-15-0I Scale: 3" - 1' or As Noted V c0pyngnt aw t LIQ' lry - yw`-5'- ^y _ PROVIDE AND INSTALL NEW CROWN MOULDING OR EXISTING MOULDING AS PER ARCHITECT PROVIDE NEW BLOCKING EXISTING WALL WITH FINISHES RETAINED I LAYER 5/8" SHEETROCK TAPED do FINISHED. REFER TO DRAWINGS AND SPECIFICATION PROVIDE NEW WOOD BASE TO MATCH. OR EXISTING BASE REAPPLIED AS PER ARCHITECT EXISTING FLOOR GENERAL NOTES: LEGEND I. INTERIOR AND EXTERIOR CONDITIONS (SIDING. TRIM. FINISHES, ETC.) VARY PER INSTALATION. ® OUSTING 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS 91ALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. Q 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING. PRIMING AND PANTING TO ACNIEVE A CONSISTANT NEN MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT, FLOOR, ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS Drawing Title: One Layer 5/8" Gypsum Direct Applied Over Existing Wall Surfaces Section Detail • 334 Boylston Street Suhe 401 jpThe Jones Payne Group Boston. Massachusem 02116 to.. 617.S36.6316 fax: 617536.6248 arms: posrofce@jon`spaymmm Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number. Project No.: 20001 rr 1.-J,O Drawn B y' EF Checked By: TEK Date Issued: 06-l"I Scale: 3" - F or As Noted ©copyright 2001 Drawlnq Fite H \E4D-'\RS(P -ibrary\Keywest\WALL'S\WL-B _ Dwg " �at Da -le Jun 1:), cuui - a Ju NEW WINDOW UNIT -SEE SCHEDULE. CUT BACK STUCCO OR SIDING TO REMOVE EXISTING WINDOW. PROVIDE AND INSTALL FLASHING ACCESSORIES TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. PROVIDE AND INSTALL NEW SILL FRAMING AND JACKS TO PROVIDE SUFFICIENT SUPPORT FOR LOWERED SILL GENERAL NOTES: LOWER SILL TO MEET ALL CODE EGRESS REQUIREMENTS PROVIDE AND INSTALL NEW FURRED OUT TRIM (PERIMETER CASINGS, STOPS, STOOLS AND APRON) TO MATCH EXISTING AND/OR ALLOW FOR INCRESED DEPTH OF COMBINED WINDOW UNITS. STYLE AS PER ARCHITECT. CUT BACK AND REMOVE EXISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF WINDOW, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. 1. INTERIOR AND EXTERIOR CONDITIONS (SIDING. TRY. FINISHES. ETC.) VARY PER NSTALATIDN. 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. I MATCH FINISHES OF ADJACENT SURFACES AT NTERIOR AND EXTERIOR ELEVATIONS. INCLUDING PATCHING. PRYING AND PAINTING TO ACHIEVE A CONSISTANT MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER. SOFFIT, FLOOR. ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. LEGEND ® EXISTING O NEW I Drawing Title: I Lower Window Sill In Wood Frame Construction I Sill Detail • Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: The Jones Payne Group 334 Boylston Street Suite 401 Boston, Massachusetts 02116 tel: 617.536.6316 fax 617536.6248 ip email: postoffice@lonesparwcom Project No.: 20001 wL-8.2 Drawn By: MRB Checked By: TEK Date Issued: 06-I5-01 Scale: 3" - 1' or As Noted Qcopyright 2001 LOWER SILL TO MEET ALL �.-y� T CODE EGRESS REQUIREMENTS. T — — — — — I — 1 I I BNEW LOCK COARSENOPENING SH ERVALS MATCH I I I I I I I I i I I I NEW WINDOW UNIT —SEE I I I I SCHEDULE. I I I I CASINGS INSTALL NEW GS (PERIMETER TRIM. I ( CUT BACK STUCCO OR SIDING EXTENSION JAMBS, STOPS, — j STOOLS AND APRON) STOOL) OR TO REMOVE EXISTING WINDOW. PROVIDE AND INSTALL FLASHING GYPSUM RETURNS TO MATCH ACCESSORIES TO MATCH EXISTING CONDITIONS OR AS EXISTING CONDITIONS OR AS I I PER ARCHITECT. PER ARCHITECT. II CUT BACK AND REMOVE EXISTING INTERIOR FINISHES I TO ALLOW FOR REMOVAL OF WINDOW, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO II ADJACENT SURFACES. GROUT, REINFORCE AND INFILL ALL EXPOSED CONCRETE BLOCK CELLS PRIOR TO INSTALLATION OF NEW WINDOW GENERAL NOTES: LEGEND 1. INTERIOR AND MROR CONDITIONS (SIDING. TRIM, FINISHES. ETC.) VARY PER ISTAIATION. ® EXISTING 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED ADD CERTIFIED FASTENING SCHEDULE. 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS. INCLUDING PATCHING. PRIMING AND PAINTING TO ACHIEVE A COISISTANT Q NEW MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER. SOFFIT. FLOOR. ETC.) ♦. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. Lower Window Sill in Concrete Block Construction Drawing Title: sill Detail The Jones Payne Group Boston. Msachusear 02116 ip334 Boylston Street, Suite 401 te1: 617.S36.6316 fax: 617536.6248 Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number. Project No.: 20001 WL_8 3 Drawn By: MRB Checked By: TEK email: postofAc*@Jmespayne.com Dale Issued: 06-15-01 Scale: 3" - F or As Noted QC)copynght 2001 11 i 11 „y , y eywrs L'�n N N"'n- 5 ciwg riot Lia to Jun -'UUl - 3 4 /n TO BE PROVIDED BY ADDENDUM GENERAL NOTES: LEGEND 1. INTERIOR AND EXTERIOR CONDITIONS (SOW. TRIM, FINISHES, ETC.) VARY PER INSULATION. ® EXISTING 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PRIMING AND PAINTING TO ACHIEVE A CONSISTANT O NEW MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT, FLOOR, ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. I Drawing Title: I Kolb -Fixed Trapezoid Window at Ceiling I Head and Sill Detail The Jones Payne Group Boylston Strom. Suite 401 Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: Project No.: 20001 Boston, Massachusem 02116 jp334 tek 617.S36.6316 fax: 617.536.6248 anmd: postoffice0ionespaynacom S K-A Drawn By: EF Checked By: TEK Date Issued: 06-15-01 Scale: 3” - 1' or As Noted Ucopyngn[ twi Urpwin rite TO BE PROVIDED BY ADDENDUM GENERAL NOTES: LEGEND 1. INTERIOR AND EXTERIOR CONDITIONS (SOW, TRIM, FINISHES, ETC.) VARY PER RSTALATION. ® EXISTING 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS. INCLUDING PATCHING, PRIMING AND PAINTING TO ACHIEVE A CONSISTANT Q NEW MATCH OF FINISHES TO A LOGICAL BREAK POINT (CORNER, SOFFIT, FLOOR, ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. DrawingTitle: Kolb-Outswinging Door at Roof Deck Head and Threshold Detail • The Jones Payne Group 334 Boylston Str"t. Sulu Boston. Ma=chussxts 02116 401 jp td: 617.536.6316 lax: 617.S36.6248 amaN: postolRce@oneepaym— Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: ProectNn: 20001 SK-$ Drawn By: EF Checked By: TEK Date Issued: 06-15-01 Scale: 3" - I' or As Noted Qcopyright 2001 Drow,rnq Fite H \CADD\RSIP _ibrGry\Keywe St\SK"J\JK-L.Vit.Ciwg rtai ca �e ju TO BE PROVIDED BY ADDENDUM GENERAL NOTES: 1. INTERIOR AND EXTERIOR CONDITIONS (SIDING. TRIM. FINISHES, ETC.) VARY PER INSTAIATXRN. 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. I MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PRIZING AND PAINTING TO ACHIEVE A CONSISTANT MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT, FLOOR, ETC.) 4. ALL NDTES APPLY TO DIFFERING JAMB CONDITIONS J Drawing Title: I Kolb -Double Outswinging Door with Sidelights I Head and Threshold Detail Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: The Jones Payne Group Boston, Mnaarh-"Nis 02116 jp334 Boylston Strsst. Suits 401 tat 617.536.6316 fax: 617.536.6248 ei postoHiceMmmpayna.com Project No.: 20001 SK-C Drawn By: EF Checked By: TEK Date Issued: 06-15-01 Scale: 3" - V or As Noted Qcopyright 2001 y uli �Rair _,grpry\Keywest\SK'S\SK-AAP.dw Plot Da?e dun 15, 2001 - 3S5p, EXISTING STRUCTURE CONTINUOUS WEATHERSTRIPPING AT PERIMETER OF HATCH DOOR PULLS (2 MIN.) 3/4" PAINT GRADE PLYWOOD 3/4" SOUND DEADENING BOARD EXISTING COVER WOOD FRAME AT PERIMETER OF SOUND DEADENING BOARD GENERAL NOTES: LEGEND I. INTERIOR AND EXTERIOR CONDITIONS (SIDING. TRIM. FINISHES, ETC.) VARY PER INSTALATION. ® EXISTING 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PRIMING AND PANTING TO ACHIEVE A CONSISTANT O NEW MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT, FLOOR. ETC.) 4. ALL NOTES APPLY TO DIFFERING AM CONDITIONS. Drawing Title: Garcia -Treat Existing Attic Access Panel Section Detail The Jones Payne Group Boyhmn Svaet Suiw 401 Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: Project No.: 20DOI Boston. Massad6fa o317. 1P3N teh 617.536.6316 tax: 617.536.6218 email: postot&e@Jonespayne.com SK-D Drown By: EF Checked By: TEK Date Issued: 06-l"I Scale: 3" - 1' or As Noted UcopyngnT zuui 'a —.'--yIle ywPS:\JK"N\JK-tdw Ptot Da.P -ur 14 2001 - 1146an CONCRETE LANDING D MEET CODE MENTS. MINIMUM WIDTH 0 WIDTH OF DOOR OR ARCHITECT :P HEIGHT AT HALF OF BETWEEN GROUND FINISH FLOOR LINE. T TO EXCEED CODE MENTS. :K AND REMOVE WALKWAY WHERE D ON DRAWINGS WALKWAY TO REMAIN )N JOINT AT EXISTING :OMPACTED STONE OF CONCRETE MIN. 4' BELOW GROUND LINE GENERAL NOTES: LEGEND I. INTERIOR AND EXTERIOR CONDITIONS (SIDING. TRIM. FINISHES. ETC.) VARY PER INSTALATION. 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEME. ® EXISTING 3. MATCH FLASHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS. INCLUDING PATCHING. PRIMING AND PANTING TO ACHIEVE A CONSISTANT O NEW MATCH OF FINSIES TO A LOGICAL BREAK POINT. (CORNER. SOFFIT. FLOOR. ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. I Drawing Title: Section Detail I Concrete Landing I Jones Payne Group Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: Project No.: z000l 334 Boylston Street. Suite 401 ipThe Boston. Massachusetts 02116 tat 617.536.6316 fax: 617.536.6248 SK-E Drawn By: EF Checked By: TEK emak postd8ce@lonespayMs Date Issued: 06-15-01 Scale: 3" - 1' or As Noted a `/a.vyyassttt cwt Drpwin5 '''.2 \BALD\RS P Library\KPYwest\SK'J\SK-. v : JWg rtU L UU It j- -- PROVIDE AND INSTALL CONTINUOS SEALANT, PROVIDE BACKER ROD IF GAP EXCEEDS X". MAINTAIN MINIMUM 2" AIR SPACE BETWEEN DOORS. FRAME DEPTHS ARE TO BE COORDINATED TO ALLOW FOR FOR BOTH CONSISTENT JAMB DEPTH AND AND DOOR HARDWARE. (EASE OF OPERATION) EXTERI0 PROVIDE AND INS CONTINUOS SEAU PROVIDE BACKER GAP EXCEEDS X" CUT BACK AND REMOVE EXISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF DOOR, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. PROVIDE AND INSTALL NEW CASINGS (PERIMETER TRIM, EXTENSION JAMBS. STOPS) OR GYPSUM RETURNS TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. PROVIDE AND INSTALL CONTINUOUS PERIMETER WEATHER—STRIPPING AT HEAD AND JAMBS. REHANG EXISTING DOOR IN NEW FRAME DOORS MAY REOUIRE OPPOSITE SWING TO ACCOMMODATE KNOBS AND HANDLES AND PREVENT CONFLICT. IF CHANGE IS REQUIRED, VERIFY WITH ARCHITECT AT PRE —WALKS. ,.R CONTRACTOR TO PROVIDE ALUMINUM SADDLE TO COORDINATE WITH OUTER DOOR AND TO PROJECT APPROXIMATELY 75" BEYOND THE INTERIOR FACE OF THE INNER DOOR. GENERAL NOTES: LEGEND 1. KU M AND EXTERIOR CONDITIONS (SONG, TRIM. FN15HES. ETC.) VARY PER INSTA(ADON. ® EXISTING 2. All PRODUCTS SUBJECT TO HURL E CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING. PRIMNG AND PANTING TO ACHIEVE A CONSISTANT Q NEW MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFIT, FLOOR. ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS. Existing Prime Door in New Frame at Concrete Block Construction Drawing Title: Head and Threshold Detail • 334 Boylston Street. Suits 401 ipThe Jones Payne Group BMW". Massachusetts 02116 te1: 617.536.6316 fax: 617S36.6248 emaii: posmf6ce0jonespaynecom Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number: Project No.: 2000] S K-F Drawn By: EF Checked By: TEK Date Issued: 06-15-01 Scale: 3" - Y or As Noted ©copyright 2001 y • -y" ,'y-span mart J. pwg r Ut UO'P cur ,4, Gf_ - : UJpr IREHANG EXISTING DOOR IN NEW FRAME CUT BACK AND REMOVE EXISTING INTERIOR FINISHES TO ALLOW FOR REMOVAL OF DOOR, CAUSING AS LITTLE DAMAGE AS POSSIBLE TO ADJACENT SURFACES. PROVIDE AND INSTALL NEW BLOCKING, SHIMS AND BUCK FRAME TO ACCOMMODATE INSTALLATION. COORDINATE BLOCKING TO UNIFY INSTALLATION (JAMB THICKNESS) OF DUAL FRAMES (INNER & OUTER) AND TO PREVENT DOWNSIZING. FILL ALL VOIDS WITH INSULATION. - EXTERIOR CONTINUOS PERIMETER SEALANT. PROVIDE AND INSTALL NEW CASINGS (PERIMETER TRIM, EXTENSION JAMBS, STOPS) OR GYPSUM RETURNS TO MATCH EXISTING CONDITIONS OR AS PER ARCHITECT. PROVIDE AND INSTALL I CONTINUOUS PERIMETER WEATHER-STRIPPING AT HEAD AND JAMBS. GENERAL NOTES: LEGEND I. INTERIOR AND EXTERIOR CONDITIONS (SIDING, TRIM, FINISHES. ETC.) VARY PER NSTALATpN. ® EXISTING 2. ALL PRODUCTS SUBJECT TO HURRICANE CONDITIONS SHALL INCLUDE ENGINEERED AND CERTIFIED FASTENING SCHEDULE. 3. MATCH FINISHES OF ADJACENT SURFACES AT INTERIOR AND EXTERIOR ELEVATIONS, INCLUDING PATCHING, PRIMING AND PAINTING TO ACHIEVE A CDNSISTANT O NEW MATCH OF FINISHES TO A LOGICAL BREAK POINT. (CORNER, SOFFR, FLOOR, ETC.) 4. ALL NOTES APPLY TO DIFFERING JAMB CONDITIONS, Drawing Title: Existing Prime Door in New Frame at Concrete Block Construction Jamb Detail Jones Payne Group 334 &ryhoon Straat Sutta 401 Project Name: KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL SOUND INSULATION PROGRAM Detail Number. Project No.: 20D01 ipThe tds617:366 6u 4x:61 536.6248 am 0: postoRkw@jonaspaynacom SK-F Drawn By: PAL checked By: TEK Date Issued: 0615-01 Scale: 3" - 1' or As Noted (Qcopyright 2001 Key West International Airport Residential Noise Insulation Program — Phase 1 THIS PAGE INTENTIONALLY LEFT BLANK Mechanical Details Bidding and Contracting Requirements URS Corporation This page intentionally left blank. Bidding and Contracting Requirements URS Corporation MECHANICAL GENERAL NOTES: I. WORK INCLUDES LABOR, MATERIALS, TOOLS AND SERVICES NECESSARY FOR THE REPLACEMENT OF EXISTING HVAC SYSTEM COMPONENTS WITH NEW COMPONENTS AND THE INSTALLATION OF COMPLETE HVAC SYSTEMS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 2. SCHEDULE ALL DEMOLITION AND INSTALLATION WITH THE PROJECT RESIDENT INSPECTOR AND HOMEOWNER. 3. COORDINATE AND SCHEDULE ALL INTERFACES BETWEEN TRADES. 4. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO THE PROPERTY OF THE HOMEOWNERS AND END OF DAY AND JOB CLEANUP. 5. HVAC DRAWINGS ARE DIAGRAMATIC AND REPRESENT EXISTING CONDITIONS BASED ON SITE OBSERVATIONS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL ACTUAL CONDITIONS INCLUDING THOSE FOR THE EXISTING HVAC SYSTEMS THAT WILL BE REPLACED. 6. ALL EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURER'S REQUIREMENTS AND INSTRUCTIONS. 7. ALL PROVIDED HVAC COMPONENTS SHALL BE STATE OF FLORIDA ENERGY EFFICIENCY QUALIFIED. 8. ALL CONDENSING UNIT AND EXTERIOR DUCTLESS UNIT INSTALLATIONS SHALL COMPLY WITH THE E-A8 FLOOD ZONE REQUIREMENTS AND WITHSTAND 155 MPH WIND LOADS. VERIFY THAT CLEARANCES FROM ADJACENT PROPERTY MEET REQUIREMENTS OF THE CITY OF KEY WEST. 9. DAMS, RAIN GUTTERS, AND DOWNSPOUTS SHALL BE INSTALLED OVER THE CU TO PREVENT HEAVY WATER STREAMS ON TO THE CU. 10. PROVIDE MANUFACTURER'S RECOMMENDED TRAP AT THE AHU FOR NEW CONDENSATE PIPING AND DISCHARGE THE CONDENSATE TO A SUITABLE DRY (FRENCH) WELL. 11. EXISTING PTAC UNITS SHALL BE REMOVED AND RETURNED TO THE HOMEOWNER AND, WHERE APPLICABLE, ALL RESULTING OPENINGS SHALL BE SUITABLY PATCHED AND PAINTED. 12. DUCT DIMENSIONS ON THE DRAWINGS ARE CLEAR INSIDE FOR ROUND DUCT. EQUIVALENT RECTANGULAR DUCTS ARE PERMISSIBLE. NEW DUCTS SHALL BE RIGID OR FLEXIBLE AS NEEDED, AND THEY SHALL BE CONSTRUCTED AND INSTALLED ACCORDING TO LOW PRESSURE SMACNA REQUIREMENTS. BENDS, TRANSITIONS, ETC. SHALL PROVIDE LOW PRESSURE LOSSES. 13. EXISTING DUCTS, REGISTERS, AND GRILLES SHALL BE CLEANED. WHERE REGISTERS AND GRILLES ARE PROVIDED, THE SOUND LEVEL SHALL BE NOT GREATER THAN NC25 FOR BEDROOMS AND NC35 FOR OTHER ROOMS. 14. INSULATION R VALUE FOR NEW DUCTS SHALL COMPLY WITH THE FLORIDA ENERGY EFFICIENCY CODE. 15. VENT EXISTING BATHROOM EXHAUST FANS TO THE OUTDOORS AND PROVIDE TWO MITERED ELBOWS IN SERIES IN THE EXHAUST DUCTS. 16. PITCH NEW REFRIGERANT PIPING PER STANDARD PROCEDURES OR MANUFACTURER'S INSTRUCTIONS. 17. EXTERIOR REFRIGERANT PIPING SHALL BE IN CONDUIT OR SOFFIT AND SECURED TO WITHSTAND 155 MPH WIND LOADS. 18. THE CONTRACTOR SHALL SCHEDULE AND FACILITATE T&B TESTING AND COORDINATE THE WORK AND TRADES WITH THE T&B TESTING. THE T&B AIR DISTRIBUTION BASELINE FOR REPLACED HVAC EQUIPMENT SHALL BE THE AIR DISTRIBUTION BEFORE DEMOLITION. KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL NOISE INSULATION PROGRAM MECHANICAL GENERAL NOTES RCr1RfGDMMWG,1NC sot were Iriw 01. 310 MwA Pin MwA rinlw iJ�07 Id (aet) -7m I- [a/) as+ -=I 7MS u Scale: As Noted Job#: 20001 Date:05-18-01 Detail: Drawn by: YA M-1 Checked by: AP 334 Boylston Street, Boston, Massachusetts 02116 Phone: (617) 536-6316 Fax: (617) 536-6248 Email: posto(fioe@jonespayne.00m (gcopynght 2WI REMOVE EXISTING CEILING HANGERS EXISTING JOISTS W 2X2 CONT. 2X2 HANGER ® 16" O.C. (3) 8d NAIL TO EXISTING C WALL: PROVIDE CONTINUOUS 2X2 NAILER JOIST TO WALL AND OMIT 2X2 BLOCKING ® 16" O.C. HANGER 2X2 ® 16" O.C. NAIL TO HANGER NOTE: THIS DETAIL IS APPLICABLE WHERE CONTRACTOR INSTALLS NEW CENTRAL AIR OR NEW DUCTWORK INSTEAD OF MINI —SPLIT SYSTEM ROOM AIR CONDITIONERS. KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL NOISE INSULATION PROGRAM MECHANICAL DETAIL AT DUCT BCT IIG, INC cmaliftnup 101 MwYpM PwWp tOM 310 Mn! Ira gawk RmW��3UN AI (161) IMi� R Mai. 1005t Scale: As Noted Job#: 20001 Date:05-18-01 Detail: Drawn by: YA M-2 Checked by: AP 334 Boylston Street, Boston, Massachusetts t12116 Phone: (617)536-6316 Fax: (617)536-6248 Email: postoffiooC jonespayne•com ©copyright 2001 REMOVE EXISTING CEILING HANGERS EXISTING JOISTS n n 2X2 HANGER ® 16" O.C. '-`�' 2X2 CONT. (3) 8d NAIL TO EXISTING ® Wes: JOIST PROVIDE CONTINUOUS 2X2 2X2 BLOCKING O 16" O.C. NAILER TO WALL AND OMIT HANGER NEW 5/8" DRY WALL (TYP.) 2X2 ® 16" O.C. NAIL TO HANGER NOTE: PAINT DRY WALL TO MATCH EXISTING FINISH. i11' • ��1 � a NOTE: THIS DETAIL IS APPLICABLE WHERE CONTRACTOR INSTALLS NEW CENTRAL AIR OR NEW DUCTWORK INSTEAD OF MINI —SPLIT SYSTEM ROOM AIR CONDITIONERS. KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL NOISE INSULATION PROGRAM BCr 4RW0Qq INC . .�iw+►�rww�ursa'r° tar (ni) ci. K ": vd, e14-2801 MECHANICAL DETAIL AT DUCT PERPENDICULAR TO JOISTS Scale: As Noted Job#: 20001 Date:05-18-01 Detail: Drawn by: YA M-3 Checked by: AP 334 Boylston Street, Boston, Massachusetts 02116 Phone: (617) 536-6316 Fax: (617) 536-6248 Email: Postoffice@jonespayne.com J�vPyii611L Z.wi EXISTING CEILING 2X2 HANGER O 16" O.C, (3) 8d NAIL TO EXISTING JOIST , 2X2 NAILER NEW 5/8" DRY WALL EMOVE EXISTING CEILING O HANGERS NEW PIPING — EXISTING JOISTS O O O O O REMOVAL EXIST. CEILING 2X2 CONT; O WALL: PROVIDE CONTINUOUS 2X2 NAILER TO WALL AND OMIT HANGER — 2X2 O 16" O.C. NAIL TO HANGER DETAIL OF PIPING IN SOFFIT NTS NOTE: PAINT DRY WALL TO MATCH EXISTING FINISH. KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL NOISE INSULATION PROGRAM I 0 8CT BNGR==G,1NC 701 u.arra tilwr idb 310 TA (861) 7 R NIi 701 894-2101 MECHANICAL PIPING IN SOFFIT Scale: As Noted Job#: 20001 Date:05-18-01 Detail: Drawn by: YA M-4 Checked by: AP 334 Boylston Street, Boston, Massachusetts 02116 Phone: (617)536.6316 Fax: (617) 536-6248 Email: postot8cefjonespayne•com QC copyright 2001 APAQ(Z C('.RGWC nnl rAIN 1 I U MA 1 UN tAl61 IN1J WALL WITH WEATHER PROOF PAINT DETAIL OF SHEET METAL PANEL AT PIPE DROPS ON EXTERIOR WALL NTS KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL NOISE INSULATION PROGRAM BCT ENGIlMMG INC >' sot w.rrr+ ti� ttw Ito N41) % W1 w Wt)t i w 7es3 M�-leot MECHANICAL DETAIL OF SHEET METAL PANEL AT PIPE DROPS ON EXTERIOR WALL Scale: As Noted Job#: 20001 Date:05-18-01 Detail: M-5 Drawn by: YA Checked by: AP 334 Boylston Street, Boston, Massachusetts 02116 Phone: 617 536-6316 Fax: 617 536-6i248 ( ) ( i Email: postoffice@jonespayne.com Qcopyright 2001 300 LBS PREFABRICATED CONCRETE PAD 1'X4' WITH 3 STAND ANCHOR BOLTS REMOVE GRASS, DIRT AND 61 COMPACT SOIL TO INSTALL 6- :9 17 NEW CONCRETE PAD EXISTING GRASS a e oa n a s vQ .Co pa "SAND OR GRAVEL CONDENSING UNIT CONCRETE PAD DETAIL NTS SEE CU STAND DETAIL KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL NOISE INSULATION PROGRAM MECHANICAL Scale: As Noted Job#: 20001 Date:05-18-01 Detail: CONDENSING UNIT Drawn by: YA L M-6 RCrZNGDiB MWGt1NC CONCRETE PAD DETAIL Checked by: AP 334 Boylston Street, Boston, Massachusetts 02116 lot 11M�wYa inlay taw sto got Fdm 6aM. Flab• 331W H (m) m16 � tsar) 894-ml 7ep Phone: (617) 536-6318 Fax: (617) 536-6248 Email: postoffice@jonespaynemom ©copyright 2001 P�n Frame members are 2" X 1" X 1/4" steel angles. 9 frame members are 1" X 1" X 1/4". Weld joints. Paint per Section 15010. Anchor frame to house wall and to pad. If frame house, anchor to at least 3 studs. Provide vibration isolation between frame and house wall. Galvanized steel anchor bolts, 1/4" — 20L NC2A X 1 —1/ 2" long, 6 each. Use plastic washers between bolt nuts/heads and frame, frame and concrete pad and CU pan interior. CU tie down bolts shall point down. 300 lb, 1 ft X 4 ft, reinforced, concrete pad on sand/gravel bed. See CU Pad details. Length to match longest side of condensing unit. 5 ft long if grade is 3 ft above sea level. 42" long minimum to provide manufacturer's 12" minimum wall clearance for short side length of larges CU. 45" long minimum. Provide vibration isolation between CU and frame. Provide 8 ft long rain gutter and downspout to grade or 8 ft long dam to keep roof runoff from the CU. KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL NOISE INSULATION PROGRAM 8CT 112qGR=MQq INC M up**" I M 310 Wad tine 11198d6 PA�AM�)33407 TA �') W K N16 9w, N{-0001 MECHANICAL AIR-COOLED CONDENSING UNIT STAND Scale: As Noted Job#: 20001 Date:05-18-01 Detail: Drawn by: YA M-7 Checked by: AP 334 Boylston Street, Boston, Massachusetts 02116 Phone: (617) 536-6316 Fax: (617) 536-6248 Email: postoffice@jonespayne.com (C)copyright 2001 INSTALL MINII SECTION OF UNDER HANGER FOR LIQUID LINE 1/2- WIDE COPPER STRAP NOTE: ATTACH HANGER TO BUILDING STRUCTURE O INSULATION .— PIPE AIR HANDLING UNIT AHU DRAIN CONNECTION r SHORT NIPPLE X EXTEND TO AND TERMINATE OVER NEAREST DRAIN SUMP LINE 1/8 INCH VERTICAL TO ONE FOOT HORIZONTAL DROP 2 INCHES FULL SIZE OF AHU DRAIN CONNECTION MINIMUM SIZE 1 1/4- FOR BLOW—THRU UNITS NOT LESS THAN TOTAL FAN SP +1- dQjE; 2X.T SHALL EQUAL TOTAL \— FOR DRAW—THRU UNITS FAN SP +2- (MIN.) NOT LESS THAN TOTAL FAN SP +1- TYPICAL AIR HANDLING UNIT CASING _DRAIN NTS KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL NOISE INSULATION PROGRAM MECHANICAL Scale: As Noted Job#: 20001 Date:05-18-01 Detail: REFRIGERANT PIPING HANGER Drawn by: YA 1 M-8 $CT , INC TYPICAL AIR HANDLING UNIT CASING DRAT Checked by: AP 334 Boylston Street, Boston, Massachusetts 02116 lot uwVVWt ftbq Me ato gad raft a..ru fa�dit��33W Td (N1) W R 7ea3 uln. aaasao+ Phone: (617) 536.6316 Fax: (617) 536�248 Email: postotfice@jonespayne.com (C)copyright 2001 ELECTRICAL LEGEND 0 ELECTRICAL PANEL, 120/240VOLT SINGLE PHASE, 3 WIRE 200AMP OR AS NOTED. DUPLEX RECEPTACLE (EX = REMOVE AND REINSTALL FOR WALL TREATMENT). COORDINATE WITH ARCHITECTURAL FLOOR PLANS. TELEPHONE OUTLET. (EX = REMOVE AND REINSTALL FOR WALL TREATMENT). COORDINATE WITH ARCHITECTURAL FLOOR PLANS. CABLE TV OUTLET. (EX =REMOVE AND REINSTALL FOR WALL TREATMENT). COORDINATE WITH ARCHITECTURAL FLOOR PLANS. LIGHT FIXTURE. (EX = REMOVE AND REINSTALL FOR WALL OR CEILING TREATMENT). COORDINATE WITH ARCHITECTURAL FLOOR PLANS. CEILING FAN WITH OR WITHOUT LIGHT. (EX = REMOVE AND REINSTALL FOR CEILING TREATMENT). COORDINATE WITH ARCHITECTURAL FLOOR PLANS. WP WEATHER PROOF u(IJ DISCONNECT SWITCH, 40/60 = OVERCURRENT SIZE / FRAME SIZE. NF/30 = NON -FUSED / FRAME SIZE. (D THERMOSTAT. SEE MECHANICAL, PROVIDE SIX -CONDUCTOR THERMOSTAT WIRING FROM THERMOSTAT TO AHU AND TO CONDENSER. MINIMUM WIRE SIZE SHALL BE #12 AWG FOR POWER CIRCUITS. PROVIDE GROUND WIRE IN ALL BRANCH CIRCUITS. METAL CONDUIT SHALL NOT BE USED AS THE SOLE GROUNDING PATH. CONDUIT MAY BE DELETED WHERE NONMETALLIC -SHEATHED CABLE IS USED AS PERMITTED BY CODE. O BATHROOM EXHAUST FAN, SEE MECHANICAL. S TOGGLE SWITCH I KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL NOISE INSULATION PROGRAM I BCT9NGIlUF�B G INC ��� lot trery.tie titw am sto Td �l Ira �� tLtb i7t07 pot) st 084-2ept ELECTRICAL LEGEND Scale: As Noted Job#: 20001 Date:05-18-01 Detail: E-1 Drawn by: YA Checked by: AP 334 Boylston Street, Boston, Massachusetts 02116 PhonEmail po toffice@j316 Fax: (617) 538 6248 onespayne.com Jcupyngnt twt -_ bVMVt WIML ,ruv-& r,cwc�.1 ni LEASE 3FT. FROM WEATHERHEAD FOR WEATHERHEAD CONNECTION BY CITY ELECTRIC COMPANY r. INSULATED CLEVIS (WIRE HOLDER) TO SERVICE DROP SERVICE DROP a. TO BE 12' N. ABOVE GRADE,ABOVE ALLEYS, DRIVEWAYS AND AREAS SUBJECT TO TRUCK, F FLASHING WITH WATERTIGHT NNECTION BY CONTRACTOR / EFA.t, ,t a, STEEL CONDUIT SERVICE EQUIPMENT 100AMP. MIN. --,% TIGHT CONNECTION :)OR METER SOCKET U — d' MINIMUM 6' MAXIMUM FROM FURNISHED GRADE MINIMUM 5' ABOVE STREET LEVEL NOTES: 1. WHERE THE MAST DOES NOT GO `SEE NOTE 4 THROUGH THE ROOF. TWO BOLT CONDUIT "U" CLAMPS MUST BE INSTALLED TO BUILDING STUD OR CMU BY CONTRACTOR. 2. VERFy SERVK)E MAST LOCATION AND METER PIACEIIEM w01I DAVD PRICE OF CRY EIECIRIC (305-2D5-1042) PRDR TO NSTN1A1100L GIY EliDIRIC SWILL Pou YEIER AND OVEIWM CONECIION. 0ONIR41M SHALL PRNOE WISr, IIOIKU WJWME, AND ALL ACCFSSORES FOR MIIITE MIT NSTAl1AI N 3. NOT MORE TWW 6 FEET OF THE SERVICE DROP CUL CiORS, 4 FEET HORROIGALLY, MU PASS ABOVE 1HE ROOF OVERHANG PER IM Mr 230-24(o) OMM ON 3. 4. ROD AND 14AWG �ANG OO M 10 NiilW CO M COLD WW PPE (NF M D7OW) SERVICE MAST DETAIL NTS KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL NOISE INSULATION PROGRAM I 701 RCTZN1GBG9=Gp1NC .r.=a.rw r► �n.�)a.os Td (••a rc wy`.. 7W w.-M, ELECTRICAL SERVICE MAST DETAIL Scale: As Noted Job#: 20001 Date: 05-1 B-01 Detail: Drawn by: YA E-2 Checked by: AP 334 Boylston Street, Boston, Massachusetts 02116 Phone: (617)536.6316 Fax: (617)536.6248 Email: postoffice&0nespayne.c0m (C) copyright 2001 GROUNDING ELECTRODE CONDUCTOR PER SERVICE MAST DETAIL WEATHERHEAD, SEE SERVICE MAST DETAIL 212/0, 112/ON — 2'C — 200 AMP METER CAN 200 AMP SERVICE ENTRANCE RATED Q I AV I i PANEL. SEE RESIDENCE DRAWING 212/0, 112/ON, 1 #4G — 2'C TYPICAL UPGRADED ELECTRICAL RISER KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL NOISE INSULATION PROGRAM aCTrioil ,� INC 700 � ONNk n W � Td (Mt) 11= ICY. vt) w Jeot ELECTRICAL TYPICAL UPGRADED ELECTRICAL RISER Scale: As Noted Job#: 20001 Date:05-18-01 Detail: E-3 Drawn by: YA Checked by: AP 334 Boylston Street, Boston, Massachusetts 02116 Phone: (617) 536-6316 Fax: (617) 536.6248 Email: postoffioe@jonespayne.com ` L;Upy11g11l LW 1 ELECTRICAL PROJECT NOTES: L 1. ALL WORK SHALL CONFORM TO THE CITY OF KEY WEST ELECTRICAL CODE (AMENDMENTS TO THE 1999 NATIONAL ELECTRICAL CODE) AND OTHER APPLICABLE L CITY, STATE, AND FEDERAL CODES AND REGULATIONS. 2. SERVICE ENTRANCE EQUIPMENT, METERS, AND PANELS SHALL NOT BE INSTALLED L WITHIN THE FLOOD PLANE, 8 FEET ABOVE SEA LEVEL (5 FEET ABOVE STREET LEVEL). 3. COORDINATE WITH CITY ELECTRIC ENGINEERING SERVICE REPRESENTATIVE, DAVID L PRICE, SUPERVISOR (305-295-1042), FOR FINAL METER AND SERVICE DROP LOCATIONS. PROVIDE METER CANS AND SERVICE MASTS PER CITY ELECTRIC REQUIREMENTS. INSTALL METER CANS NOMINALLY SIX FEET TO CENTER LINE ABOVE GRADE. L 4. MINIMUM WIRE SIZE SHALL BE #12 AWG FOR POWER CIRCUITS. PROVIDE GROUND WIRE IN ALL BRANCH CIRCUITS. METAL CONDUIT SHALL NOT BE USED AS THE SOLE L GROUNDING PATH. CONDUIT MAY BE DELETED WHERE NONMETALLIC -SHEATHED CABLE IS USED AS PERMITTED BY CODE. 5. ALL CONDUIT AND WIRE SHALL BE CONCEALED IN LIVING AREAS OF DWELLING UNITS. L CONTRACTOR SHALL CUT AND PATCH WALLS AND CEILINGS AS REQUIRED. NO SURFACE MOUNTED SYSTEMS SHALL BE ALLOWED. CONTRACTOR SHALL PROVIDE ALL REQUIRED PENETRATIONS THROUGH FLOORS AND WALLS (CONCRETE BLOCK OR WOOD) AS REQUIRED. ALL PENETRATIONS SHALL BE SEALED WATERTIGHT. PENETRATIONS AND HOLES RESULTING FROM REMOVED WORK SHALL BE PATCHED AND SEALED WATERTIGHT. 6. PROVIDE LOCAL DISCONNECT SWITCH AS INDICATED FOR ALL AIR CONDITIONING EQUIPMENT EXCEPT AHUS WITH INTEGRAL DISCONNECTS. NON -FUSED DISCONNECTS SHALL BE SAFETY SWITCHES, PULL-OUT DISCONNECTS, MOLDED CASE SWITCHES, OR MOTOR RATED SWITCHES. FUSED DISCONNECTS SHALL BE FUSED SAFETY SWITCHES OR, WHERE PERMITTED BY NAMEPLATE DATA, ENCLOSED HACR CIRCUIT BREAKERS. RATINGS SHALL NOT EXCEED MANUFACTURER'S NAMEPLATE DATA. DISCONNECTS WITHIN ENCLOSED ROOMS SHALL BE NEMA 1. ALL OTHERS SHALL BE NEMA 3R. 7. RECESSED MOTOR RATED SWITCH SHALL BE PROVIDED AS LOCAL DISCONNECT FOR WALL MOUNTED FAN COIL AIR CONDITIONING UNITS (DUCTLESS INTERIOR UNIT) WITHOUT CORD AND PLUG CONNECTION. 8. REMOVE AND REINSTALL LIGHTING FIXTURES AND RELOCATE ELECTRICAL WIRING AS REQUIRED FOR INSTALLATION OF MECHANICAL EQUIPMENT. KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL NOISE INSULATION PROGRAM F01 RCT zKGv=MG, INC 70/ lWawbt 1rH err 310 OMIN n�[�Yrt'l'asw� Tat �1i w K N- Nh9001 ELECTRICAL ELECTRICAL PROJECT NOTES Scale: As Noted Job#: 20001 Date:05-18-01 Detail: Drawn by: YA E-4 Checked by: AP 334 Boylston Street. Boston, Massachusetts 02116 Phone: (617)536.6316 Fax; (617) 536-6248 Email: postofficeMOnespayne.com ©copynSlu 2001 TWO NEW — LAYERS GWB EXTENSION (STEEL) EXISTING SINGLE GANG BOX REMOUNT TO NEW SURFACE WITH DEEPER BOX ZEMOUNT TO JEW SURFACE VITH DEEPER BOX EXISTING MULTIPLE GANGED BOX NEW LAYER GWB WALL OUTLET AND SWITCH MODIFICATIONS KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL NOISE INSULATION PROGRAM ELECTRICAL Scale: As Noted Job#: 20001 Date:05-18-01 Detail: RCT ING9INC WALL OUTLET AND SWITCH MODIFICATIONS E-5 Drawn by: YA Checked by: APCMMKTBvkw 701 � f lNdW��) Tel (est) H s K �pl 334 Boylston Street, Boston, Massachusetts 02116 Email: Phone: (617 6-6316 Fax: (617) 536-6248 Po @)onespayne.com wyyuguL cwi PANELBOARD SCHEDULE: PANEL TYPICAL PANEL TYPE: LOAD CENTER VOLTAGE: 120 / 240 VOLT 1 PHASE 3 WIRE A.I.C.: 22,000 SERIES RATED MAINS: 200 AMP MAIN CIRCUIT BREAKER MOUNTING: NEMA 3111 SURFACE, MINIMUM 30 SPACES � CKT LOAD, KVA CKT a LOAD DESCRIPTION NOTE A B NOTES LOAD DESCRIPTION AMPS a ID ID AMPS 60 2 1 6.0 1.5 ::: :: 2 20 1 LAUNDRY CLOTHES WASHER) - 2,10 ELECTRIC RANGE 6.0 1.5 4 20 1 SMALL APP CKT - 3,4 ELECTRIC WATER HEATER 30 2 5 2.3 1.5 :::;: ::: 6 20 1 SMALL APP CKT 1 / 7 ; 2.3 1.4 8 20 1 GENERAL LIGHT/RECP CKT 4 ELECTRIC CLOTHES DRYER 30 2 9 2.5 1.4 10 20 1 GENERAL LIGHT/RECP CKT 1 2.5 1.4 12 20 1 GENERAL LIGHT/RECP CKT 1 - AC CONDENSER/AHU 60 2 13 • 4.5 1.4 :: ::: 14 20 1 GENERAL LIGHT/RECP CKT 1 ! / 15 :: 4.5 1.2 16 20 1 DISHWASHER 4,5 - / 20 1 17 0.9 ::: 18 20 1 GARBAGE DISPOSAL 4,5 - SPACE 20 1 19 :: 1.2 20 20 1 COMPACTOR 4 - SPACE 20 1 21 0.4 22 20 1 BATHROOM RECP 1-4 - SPACE 20 1 23 1.2 24 20 1 REFRIGERATOR - SPACE 20 2 25 ::: 1.0 1.2 26 20 1 MICROWAVE & HOOD 4 4 POOL PUMP MAX 1 HP 1.0 28 - SPACE - 27 4 BOAT LIFT 40 2 29 2.0 30 - SPACE 31 :: 2.0 32 - SPACE 2.4 ELECTRIC RANGE 2ND 60 2 33 6.0 SPACE - - 35 6.0 36 - SPACE - 3,4 ELECTRIC WATER HEATER (2ND 30 2 37 2.3 38 - SPACE - - 39 2.3 40 - SPACE 41 42 - SPACE - SPACE - TOTAL CONNECTED KVA PER PHASE: 34.8 34.4 TOTAL CONNECTED AMPS PER PHASE: 290 20 TOTAL PANEL DEMAND KVA 30.5 TOTAL PANEL CONNECTED KVA 69.2 1 TOTAL PANEL DEMAND AMPS 127 TOTAL PANEL CONNECTED AMPS 1 288 PANEL NOTES: 1. LOADS SHOWN ARE GENERAL LIGHTING/RECEPTACLE LOAD AT 3VA PER SQUARE FOOT. PROVIDE ADDITIONAL 15-AMP OR 20-AMP CIRCUIT BREAKERS TO MATCH NUMBER OF CIRCUITS IN EASTING PANEL. 2. PROVIDE 40 OR 50-AMP CIRCUIT BREAKER WHERE EASTING PANEL HAS A 40 OR 50-AMP CIRCUIT BREAKER OR FUSES FOR RANGE. 3. PROVIDE 25-AMP CIRCUIT BREAKER WHERE EASTING PANEL HAS A 25-AMP CIRCUIT BREAKER OR FUSES FOR EWH. 4. INDICATED LOAD MAY NOT BE PRESENT IN EMSTING PANEL. 5. WHERE DISHWASHER AND GARBAGE DISPOSAL ARE WIRED TO SPLIT RECEPTACLE, PROVIDE 2 POLE BREAKER OR TIE HANDLE PER 1999 NEC 210-4 (b). 6. PANEL LOCATED INDOORS IN ENCLOSED ROOM MAY BE NEMA 1. PROVIDE RECESSED PANEL WHERE REQUIRED. 7. WHERE WIRE S12E IS #14 AWG, PROVIDE 15-AMP CIRCUIT BREAKERS IN PLACE OF INDICATED 20-AMP CIRCUIT BREAKERS. 8. PANEL LAYOUT AND LOADS ARE MAAMUM REQUIRED. ADJUST EACH PANEL TO SPECIFIC RESIDENCE AS REQUIRED. 9. PROVIDE MINIMUM OF 6 UNUSED SPACES IN PANEL FOR FUTURE USE. 10. LOAD NOT PRESENT WHERE EASTING RANGE IS LPG. TYPICAL PANEL SCHEDULE KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL NOISE INSULATION PROGRAM BCT IMMUMG, INC 701 N.3W" Pdw a dw 310 Hat ran 111.n4 tA.w.��31W K W pet) zsob-, W M-as" ELECTRICAL PANELBOARD SCHEDULE E6 Scale: As Noted Job#: 20001 Date:05-18-01 Detail: Drawn by: YA E-6 Checked by: AP 334 Boylston Street, Boston, Massachusetts 02116 Phone: (617) 536-6316 Fax: (617) 536-6248 Email: postoffloe@jonespayne.00m ©copyright 2001 OPTIONAL CALCULATION - ONE FAMILY DWELLING (EXISTING ONLY) 1. OTHER LOADS - 220-31 General lighting loads - 220-31 1800:sq.ft. x 3 VA = 5Q01VA Small appliance and laundry loads - 220-31 1500 VA x 3 circuits = 4500'VA Special loads - 220-31 Refrigerator = 1200 VA Dishwasher = 1200 VA Garbage Disposal ' = 900VA Compactor' = 1200 VA Electric water heater = 4500; VA Electric range = 120001VA Electric clothes dryer = 50001 VA Microwave hood' = 12001VA 1 HP pool pump ' = 1920! VA Boat lift ' = 40001 VA 2nd Electric range ` = 120001 VA 2nd Electric water heater' = 45001VA I(total) 59520iVA Applying demand factors - 230-31 First 8000 VA x 106% = 8000! VA Remaining 51520' VA x 40% = 206081 VA Added appliances AC condenser 8 AHU 9000' VA x 100% = 9000 VA VA x 100% = OVA VA x 1006/o = OVA .VA x 100% = OVA (total) 376081VA Phase conductor ampacity 1 phase service: 1= VA/V 37608 VA 1 = 157 i A 2401V Existing service conductor ampacity = 100 to 15gA NOTE: LOADS SHOWN ARE MAXIMUM. ALL LOADS MAY BE NOT PRESENT AND ARE SO NOTED WITH'. AC UNITS TO BE REMOVED ARE NOT INCLUDED. TYPICAL LOAD CALCULATION E7 KEY WEST INTERNATIONAL AIRPORT RESIDENTIAL NOISE INSULATION PROGRAM BCT>lf,--=MG INC sot Mww.rt ttiry srr ago r"t �" wm► ryt' Id �1) 1at6 N7034 ei. d, ELECTRICAL TYPICAL LOAD CALCULATION Scale: As Noted Job#: 20001 Date:05-18-01 Detail: E-7 Drawn by: YA Checked bnily: AP 334 Boylston Street, Boston, Massachusetts 02116 Phone: (617) 536-6316 Fax: (617) 536-6248 Email: postottice@jonespayne.com Qcopyright 2001 Key West International Airport Residential Noise Insulation Program — Phase I THIS PAGE INTENTIONALLY LEFT BLANK PRODUCER 508 852-8500 The Protector Group Insurance Agency, Inc. 5 Neponset Street Worcester, MA 01606 INSURED Standen Contracting Company Inc. 445 Faunce Corner Road North Dartmouth MA 02747 RAN�.+ :DATE MM/DD/VY �+ ( ) ....................................................................................................... / ........................................................................................................ ....................................................................................................... ........................................................................................................ THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANY A COMPANY B COMPANY C COMPANY D Hanover Ins Co THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR DATE (MM/DD/YV) DATE (MM/DD/VV) A GENERAL LIABILITY ZDN5557776 12/31 /01 1 2/31 /02 GENERAL AGGREGATE $ 2000000 X COMMERCIAL GENERAL LIABILITY PRODUCTS - COMP/OP AGG $ 2000000 CLAIMS MADE 7 OCCUR PERSONAL & ADV INJURY $ 1000000 X OWNER'S & CONTRACTOR'S PROT EACH OCCURRENCE $ 1000000 FIRE DAMAGE (Any one fire) $ 300000 MED EXP (Any one person) $ 15000 A AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS 5557782 A"r"?QVED BY RISK MANA UOENT p �[ BY "'�—`' '-�`�� 12/31 /01 12/31 /02 COMBINED SINGLE LIMIT $ 1000000 X BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ I () Z DATE PROPERTY DAMAGE $ GARAGE LIABILITY ANY AUTO WA AUTO ONLY - EA ACCIDENT $ OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGGREGATE $ A EXCESS LIABILITY X UM13RELLAFORM OTHER THAN UMBRELLA FORM UHN5557853 1 2/31 /01 12/31 /02 EACH OCCURRENCE $ 15000000 AGGREGATE $ 15000000 $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY THE PROPRIETOR/ INCL PARTNERS/EXECUTIVE OFFICERS ARE: EXCL WDN5557779 12/31 /01 12/31 /02 X TO Y WC STATU- OTHER- I 1 S EL EACH ACCIDENT $ 500000 EL DISEASE - POLICY LIMIT $ 500000 EL DISEASE - EA EMPLOYEE $ 500000 A OTHER Installation Floater -special Contractors Equip ZDN5557776 12/31 /01 12/31 /02 $3,000,000 Job Site Limit $100,000 Leased Equipment $80,577 Equipment Limit DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS SEE ATTACHMENT MONROE COUNTY BOCC C/O KEY WEST INT'L AIRPORT 3491 S ROOSEVELT BLVD KEY WEST FL 33040 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ATS AGENTS OR REPRESENTATIVES. AUTHORI2EDJREPRESENTMrl\#V • // : AOORD :PRODUCER IINSURED The Protector Group Insurance Agency, Inc. 5 Neponset Street Worcester, MA 01606 Standen Contracting Company Inc. 445 Faunce Corner Road North Dartmouth MA 02747 ............... ..... :::::::::::DD.::.Y :... ..........DATE MM/ /Y ( ) RA 12 27/ 01, 01 / 508 852-8500 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE COMPANY A Hanover Ins Co COMPANY B COMPANY C COMPANY D THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO T TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DDNY) POLICY EXPIRATION DATE (MM/DD/YY) LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE � OCCUR OWNER'S & CONTRACTOR'S PROT ZDN5557776 12/31 /01 12/31 /02 GENERAL AGGREGATE $ 2000000 PRODUCTS - COMP/OP AGG $ 2000000 PERSONAL & ADV INJURY $ 1000000 rx EACH OCCURRENCE $ 1000000 FIRE DAMAGE IAny one fire) $ 300000 MED EXP (Any one person) $ 15000 A AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS 5557782 12/31 /01 12/31 /02 COMBINED SINGLE LIMIT $ 1000000 X BODILY INJURY (Per person) $ BODILY INJURY IPer accident) $ PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN AUTO ONLY: ANY AUTO EACH ACCIDENT $ AGGREGATE $ A EXCESS LIABILITY UHN5557853 12/31 /01 12/31 /02 EACH OCCURRENCE $ 15000000 AGGREGATE $ 15000000 X UMBRELLA FORM $ OTHER THAN UMBRELLA FORM A WORKERS COMPENSATION AND WDN5557779 12l31 /01 12/31 /02 X WC STIM T OTFI- TORY LIMITS ER , EL EACH ACCIDENT $ 500000 EMPLOYERS' LIABILITY EL DISEASE - POLICY LIMIT $ 500000 THE PROPRIETOR/ INCL PARTNERS/EXECUTIVE OFFICERS ARE: EXCL EL DISEASE - EA EMPLOYEE $ 500000 A OTHER ZDN5557776 12/31 /01 12/31 /02 Installation $3,000,000 Job Site Limit Floater -special $100,000 Leased Equipment Contractors Equip $80,577 Equipment Limit DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS ALL OPERATIONS OF THE INSURED KEY WEST INTERNATIONAL AIRPORT ATTN: BEVETTE MOORE-BUS OFFICE 3491 S. ROOSEVELT BLVD KEY WEST, FL 33040 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ArS AGENTS OR REPRESENTATIVES. AU TH O Rj2ED^EPRESENjJS7 IYV