Item J08 } J.8
`,
County of Monroe
�y,4 ' �, "tr, BOARD OF COUNTY COMMISSIONERS
Mayor Michelle Coldiron,District 2
�1 nff `ll Mayor Pro Tem David Rice,District 4
-Ile Florida.Keys Craig Cates,District 1
Eddie Martinez,District 3
w Mike Forster,District 5
County Commission Meeting
March 17, 2021
Agenda Item Number: J.8
Agenda Item Summary #7952
BULK ITEM: Yes DEPARTMENT: Airports
TIME APPROXIMATE: STAFF CONTACT: Richard Strickland(305) 809-5200
No
AGENDA ITEM WORDING: Approval to award bid and contract to the second lowest
responsive bidder Marino Construction Group, Inc., in the amount of $1,888,375.00 for the Florida
Keys Marathon International Airport Terminal Re-Roof Rehabilitation project. The project is
funded by State FDOT Grant GOU78 (80%) and Marathon Airport Operating Fund 403 (20%).
ITEM BACKGROUND: Six (6) bids were received at the bid opening held January 19, 2021:
Alpha Roofing & Sheet Metal $1,165,000.00; Marino Construction $1,888,375.00; DL Porter
Constructors $2,454,065.00; A-1 Property Services $2,711,693.71; Inland Construction &
Engineering $2,819,694.00; and Advanced Roofing $4,080,306.00. On January 29, 2021, the low
bidder, Alpha Roofing & Sheet Metal contacted the Purchasing Department and withdrew their bid
stating they had technical difficulties when uploading their bid documents and were unable to
replace them with the correct documents ahead of the bid opening. Upon review of the remaining
bid responses, staff recommends bid and contract award to Marino Construction Group, the second
lowest responsive bidder.
PREVIOUS RELEVANT BOCC ACTION: On April 15, 2020 the BOCC granted approval to
advertise the project for competitive solicitations, and on September 19, 2020, the BOCC rejected all
bids and authorized staff to re-advertise the project.
CONTRACT/AGREEMENT CHANGES:
New contract.
STAFF RECOMMENDATION: Approval
DOCUMENTATION:
Bid Tabulation Sheet
Marino Construction MTH Terminal Re-Roof Rehabilitation
MTH Terminal Roof Rehab Volume 1 FINAL 20201118
MTH Terminal Roof Rehab Volume 2 FINAL 20201118
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FINANCIAL IMPACT:
Effective Date: Upon Notice to Proceed (NTP)
Expiration Date: 180 days after NTP
Total Dollar Value of Contract: $1,888,375.00
Total Cost to County: $-0-
Current Year Portion:
Budgeted: Yes
Source of Funds: FDOT Grant GOU78 (80%) and Marathon Airport Operating Fund 403 (20%)
CPI:
Indirect Costs:
Estimated Ongoing Costs Not Included in above dollar amounts:
Revenue Producing: If yes, amount:
Grant:
County Match:
Insurance Required: Yes
Additional Details:
03/17/21 403-63502 - MARATHON AIRPORT R & R $377,675.00
REVIEWED BY:
Beth Leto Completed 03/01/2021 3:51 PM
Richard Strickland Completed 03/01/2021 3:57 PM
Pedro Mercado Completed 03/01/2021 4:09 PM
Purchasing Completed 03/01/2021 4:13 PM
Budget and Finance Completed 03/02/2021 8:40 AM
Maria Slavik Completed 03/02/2021 10:01 AM
Liz Yongue Completed 03/02/2021 11:10 AM
Board of County Commissioners Pending 03/17/2021 9:00 AM
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Monroe County
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S E C T I O N D
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CONTRACT
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Terminal Re-Roof Rehabilitation
Florida Keys Marathon International Airport
THIS AGREEMENT made and entered into the 17th day of March,2021
by and between Marino Construction Group, Inc. Contractor,
and the Monroe County Board of Commissioners, Key West, Florida, Owner.
WITNESSETH:
i
That the Contractor, for the consideration hereinafter fully set out hereby agrees with the
Owner as follows:
1. That the Contractor, shall furnish all the materials, and perform all of the work in the
manner and form as provided by the following enumerated documents;
Instruction to Bidders, Form of Proposal, General Provisions, Special Provisions,
Technical Specifications, Form of Contract, Form of Bond, Drawings and Addenda,
which are attached hereto and made a part hereof, as if fully contained herein, for
the construction of:
Terminal Re-Roof Rehabilitation
Florida Keys Marathon International Airport
Monroe County, Florida
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2. That the Contractor shall commence the work to be performed under this
agreement on a date to be specified in a written order of the Owner and shall
fully complete all work hereunder within one hundred eighty (180) calendar days
from the Notice-to-Proceed (Construction) as per Special Provision No. 2.
3. The Owner hereby agrees to pay to the Contractor for the faithful performance of the
agreement, subject to additions and deductions as provided in the
contract documents the Contract Lump sum of
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One million eight hundred eighty-eight thousand three hundred seventy-
five Dollars
($ 1,888,375.00)
4. On or before the 15th day of each calendar month, the Owner shall make partial
payment to the Contractor on the basis of a duly certified and approved estimate of
work performed during the preceding calendar month by the Contractor. County
shall pay in accordance with the Florida Local Government Prompt Payment Act. Each
Application for Payment shall be based upon the Schedule of Values for the project.
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The Schedule of Values shall allocate the entire Contract Sum among the various
portions of the Work and be prepared in such form and supported by such data to _
substantiate its accuracy as the Director of Airports may require. This schedule, unless
objected to by the Director of Airports, shall be used as a basis for reviewing the
Contractor's Applications for Payment.Applications for Payment shall indicate the
percentage of completion of each portion of the Worts as of the end of the period
covered by the Application for Payment. Subject to the provisions of the Contract
Documents, the amount of each progress payment shall be computed as follows: Take
that portion of the Contract Sum properly allocable to completed Work as determined
by multiplying the percentage completion of each portion of the Work by the share of
the total Contract Sum allocated to that portion of the Work, less retainage of ten percent
10%. Payment will be made after delivery and inspection by County and upon submission
of invoices with supporting documentation acceptable to the Clerk, on a monthly schedule
in arrears. Acceptability to the Clerk is based on generally accepted accounting principles
and such laws, rules and regulations as may govern the Clerk's disbursal of funds.
5. Upon submission by the Contractor of evidence satisfactory to the Owner that all >_
payrolls, material bills and other costs incurred by the Contractor in connection
with the construction of the work have been paid in full, final payment on account of
this agreement shall be made within twenty (20) days after the completion by the
Contractor of all work covered by this agreement and the acceptance of such work
by the Owner.
6. It is mutually agreed between the parties hereto that time is of the essence in this
contract and in the event the construction of the work is not completed within the
time herein specified, it is agreed that from the compensation otherwise to be
paid to the Contractor, the Owner may retain the amounts described in the
Liquidated Damages, Special Provision No. 3, per day for each day thereafter,
Sundays and holidays included,that the work remains uncompleted,which sum shall
represent the actual damages which the Owner will have sustained per day by failure E
of the Contractor to complete the work within the time stipulated and this sum is
not a penalty being the stipulated damages the Owner will have sustained in
the event of such default by the Contractor.
7. It is further mutually agreed between the parties hereto that if at any time after
the execution of this agreement and the surety bond hereto attached for its 2
faithful performance, the Owner shall deem the surety or sureties upon such
bond to be unsatisfactory, or if, for any reason, such bond ceases to be adequate to t.0
cover the performance of the work, the Contractor shall, at its expense within five 0
(5) days after the receipt of notice from the Owner so to do, furnish an
additional bond or bonds in such form and amount and with such surety or
sureties as shall be satisfactory to the Owner. In such event, no further payment to
the Contractor shall be deemed to be due under this agreement until such new or
additional security for the faithful performance of the work shall be furnished in
manner and form satisfactory to the Owner.
8. MAINTENANCE OF RECORDS: Contractor shall maintain all books, records, and
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documents directly pertinent to performance under this Agreement in accordance
with generally accepted accounting principles consistently applied. Records shall be
retained for a period of seven years from the termination of this agreement or for a
period of three years from the submission of the final expenditure report as per
2 CFR §200.333, whichever is greater. Each party to this Agreement or its authorized
representatives shall have reasonable and timely access to such records of each other
party to this Agreement for public records purposes during the term of the Agreement
and for seven years following the termination of this Agreement. If an auditor employed
by the County or Clerk determines that monies paid to Contractor pursuant to this
Agreement were spent for purposes not authorized by this Agreement, or were wrongfully
retained by the Contractor, the Contractor shall repay the monies together with
interest calculated pursuant to Sec. 55.03, of the Florida Statutes, running from the date o
the monies were paid by the County.
9. PUBLIC ACCESS. Public Records Compliance. Contractor must comply with
Florida public records laws, including but not limited to Chapter 119, Florida Statutes
and Section 24 of article I of the Constitution of Florida. The County and Contractor >_
shall allow and permit reasonable access to, and inspection of, all documents, .�
records, papers, letters or other"public record" materials in its possession or under
its control subject to the provisions of Chapter 119, Florida Statutes, and made or 2
received by the County and Contractor in conjunction with this contract and related
to contract performance. The County shall have the right to unilaterally cancel this
contract upon violation of this provision by the Contractor. Failure of the Contractor
to abide by the terms of this provision shall be deemed a material breach of this
contract and the County may enforce the terms of this provision in the form of a court
proceeding and shall, as a prevailing party, be entitled to reimbursement of all o
attorney's fees and costs associated with that proceeding. This provision shall
survive any termination or expiration of the contract.
The Contractor is encouraged to consult with its advisors about Florida Public E
Records Law in order to comply with this provision.
Pursuant to F.S. 119.0701 and the terms and conditions of this contract, the
Contractor is required to:
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(1) Keep and maintain public records that would be required by the County to 2
perform the service. y
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(2) Upon receipt from the County's custodian of records, provide the County with
a copy of the requested records or allow the records to be inspected or copied within
a reasonable time at a cost that does not exceed the cost provided in this chapter or
as otherwise provided by law.
(3) Ensure that public records that are exempt or confidential and exempt from E
public records disclosure requirements are not disclosed except as authorized by law
for the duration of the contract term and following completion of the contract if the
contractor does not transfer the records to the County.
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(4) Upon completion of the contract, transfer, at no cost, to the County all public
records in possession of the Contractor or keep and maintain public records that
would be required by the County to perform the service. If the Contractor transfers
all public records to the County upon completion of the contract, the Contractor shall
destroy any duplicate public records that are exempt or confidential and exempt from
public records disclosure requirements. If the Contractor keeps and maintains public
records upon completion of the contract, the Contractor shall meet all applicable
requirements for retaining public records. All records stored electronically must be
provided to the County, upon request from the County's custodian of records, in a
format that is compatible with the information technology systems of the County.
(5) A request to inspect or copy public records relating to a County contract must
be made directly to the County, but if the County does not possess the requested
records, the County shall immediately notify the Contractor of the request, and the
Contractor must provide the records to the County or allow the records to be i
inspected or copied within a reasonable time.
If the Contractor does not comply with the County's request for records,
the County shall enforce the public records contract provisions in accordance o
with the contract, notwithstanding the County's option and right to
unilaterally cancel this contract upon violation of this provision by the
Contractor. A Contractor who fails to provide the public records to the
County or pursuant to a valid public records request within a reasonable
time may be subject to penalties under Section 119.10, Florida Statutes,
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Contractor shall not transfer custody, release, alter, destroy or otherwise
dispose of any public records unless or otherwise provided in this provision
or as otherwise provided by law.
IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF
CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR'S CUT`( TO
PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE
CUSTODIAN OF PUBLIC RECORDS, BRIAN BRADLEY, AT (305) 92-3470,
BRADLI= -BRI NO)MONROECOUNTY-FL.COV, MONROE COUNTY
ATTORNEY'S OFFICE, 1111 1211 STREET, SUITE 408, KEY WEST, FL 33040,
10. HOLD HARMLESS AND INSURANCE; Notwithstanding any minimum
insurance requirements prescribed elsewhere in this agreement,
Contractor shall defend, indemnify and hold the County and the County's elected
and appointed officers and employees harmless from and against (i) any
claims, actions or causes of action, (ii) any litigation, administrative
proceedings, appellate proceedings, or other proceedings relating to any type
of injury (including death), loss, damage, fine, penalty or business
interruption, and (iii) any costs or expenses (including, without limitation,
costs of remediation and costs of additional security measures that the
Federal Aviation Administration , the Transportation Security
Administration or any other governmental agency requires by reason
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of, or in connection with a violation of any federal law or regulation,
attorneys' fees and costs, court costs, fines and penalties) that may be
asserted against, initiated with respect to, or sustained by, any
indemnified party by reason of, or in connection with, (A) any activity
of Contractor or any of its employees, agents, contractors or other invitees
on the Airport during the term of this Agreement, (B) the negligence or willful
misconduct of Contractor or any of its employees, agents, contractors or
other invitees, or(C) Contractor's default in respect of any of the obligations that
it undertakes under the terms of this Agreement, except to the extent the
claims, actions, causes of action, litigation, proceedings, costs or
expenses arise from the intentional or sole negligent acts or omissions of
the County or any of its employees, agents, contractors or invitees (other than
CONTRACTOR). Insofar as the claims, actions, causes of action,
litigation, proceedings, costs or expenses relate to events or
circumstances that occur during the term of this Agreement, this section will
survive the expiration of the term of this Agreement or any earlier termination of
this Agreement.
In the event the completion of the project(including the work of others) is delayed or
suspended as a result of the Contractor's failure to purchase or maintain the 0
required insurance, the Contractor shall indemnify the County from any
and all increased expenses resulting from such delay.
The first ten ($10.00) of remuneration paid to the Contractor is for the 0
indemnification provided for above.
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The extent of liability is in no way limited to, reduced, or lessened by the
insurance requirements contained elsewhere within this agreement.
CERTIFICATES OF INSURANCE. Original Certificates of Insurance shall be
provided to the COUNTY at the time of execution of this Agreement and certified
copies provided if requested. Each policy certificate shall be endorsed with a
provision that not less than thirty (30) calendar days' written notice shall be
provided to the COUNTY before any policy or coverage is canceled or restricted.The 0
underwriter of such insurance shall be qualified to do business in the State of 0
Florida. If requested by the County Administrator, the insurance coverage shall be
primary insurance with respect to the COUNTY, its officials, employees, y
agents and volunteers. Failure of CONTRACTOR to comply with the
requirements of this section shall be cause for immediate termination of this
agreement.
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10. NON-WAIVER OF IMMUNITY: Notwithstanding the provisions of Sec. 768.28,
Florida Statutes, the participation of COUNTY and CONTRACTOR in this
Agreement and the acquisition of any commercial liability insurance coverage, self- 0
insurance coverage, or local government liability insurance pool coverage shall 0
not be deemed a waiver of immunity to the extent of liability coverage, nor shall
any Agreement entered into by the COUNTY be required to contain any provision for
waiver.
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11. NO PLEDGE OF CREDIT: CONTRACTOR shall not pledge the COUNTY'S
credit or make it a guarantor of payment or surety for any contract, debt,
obligation, judgment, lien, or any form of indebtedness. CONTRACTOR further
warrants and represents that it has no obligation or indebtedness that would
impair its ability to fulfill the terms of this contract.
12. NOTICE REQUIREMENT: Any notice required or permitted under this
agreement shall be in writing and hand delivered or mailed, postage prepaid, to
the other party by certified mail, returned receipt requested, to the following:
FOR COUNTY:
Beth Leto, CPM
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Deputy Director,Airport Finance &Admin.
Key West International Airport
3491 South Roosevelt Blvd.
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Key west, Fl. 33040
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FOR CONTRACTOR: c
Marino Construction Group, Inc.
Michael Marino E
PO Box 1706
Key west, FI. 33040
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13. GOVERNING LAW VENUE AND INTERPRETATION: This Agreement shall be 0
governed by and construed in accordance with the laws of the State of Florida c
applicable to Agreements made and to be performed entirely in the State. In the
event that any cause of action or administrative proceeding is instituted for the
enforcement or interpretation of this Agreement, the COUNTY and
CONTRACTOR agree that venue will lie in the appropriate court or before the
appropriate administrative body in Monroe COUNTY, Florida.
14. MEDIATION: The COUNTY and CONTRACTOR agree that, in the event of
conflicting interpretations of the terms or a term of this Agreement by or between any
of them the issue shall be submitted to mediation prior to the institution of any
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other administrative or legal proceeding. Mediation proceedings initiated and
conducted pursuant to this Agreement shall be in accordance with the Florida _
Rules of Civil Procedure and usual and customary procedures required by the
circuit court of Monroe County.
15. SEVERABILITY: If any term, covenant, condition or provision of this Agreement
(or the application thereof to any circumstance or person) shall be declared
invalid or unenforceable to any extent by a court of competent jurisdiction, the
remaining terms, covenants, conditions and provisions of this Agreement, shall
not be affected thereby, and each remaining term, covenant, condition and
provision of this Agreement shall be valid and shall be enforceable to the fullest
extent permitted by law unless the enforcement of the remaining terms,
covenants, conditions and provisions of this Agreement would prevent the
accomplishment of the original intent of this Agreement. The COUNTY and
CONTRACTOR agree to reform the Agreement to replace any stricken provision with
a valid provision that comes as close as possible to the intent of the stricken
provision.
16. ATTORNEY'S FEES AND COSTS: COUNTY and CONTRACTOR agree that in
the event any cause of action or administrative proceeding is initiated or
defended by any party relative to the enforcement or interpretation of this
Agreement, the prevailing party shall be entitled to reasonable attorney's fees and
attorney's fees, in appellate proceedings. Each party agrees to pay its own court
costs, investigative, and out-of-pocket expenses whether it is the prevailing party or
not,through all levels of the court system.
17. ADJUDICATION OF DISPUTES OR DISAGREEMENTS: COUNTY and
CONTRACTOR agree that all disputes and disagreements shall be attempted to be
resolved by meet and confer sessions between representatives of each of COUNTY
and CONTRACTOR. If no resolution can be agreed upon within 30 days after E
the first meet and confer session, the issue or issues shall be discussed at
a public meeting of the Board of County Commissioners. If the issue or issues
are still not resolved to the satisfaction of COUNTY and CONTRACTOR,
then any party shall have the right to seek such relief or remedy as may be provided
by this Agreement or by Florida law.
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18. COOPERATION: In the event any administrative or legal proceeding is instituted
against either party relating to the formation, execution, performance, or breach of
this Agreement, COUNTY and CONTRACTOR agree to participate, to the o
extent required by the other party, in all proceedings, hearings, processes,
meetings, and other activities related to the substance of this Agreement or
provision of the services under this Agreement. COUNTY and CONTRACTOR
specifically agree that no party to this Agreement shall be required to enter into
any arbitration proceedings related to this Agreement.
19. BINDING EFFECT: The terms, covenants, conditions, and provisions of this
Agreement shall bind and inure to the benefit of COUNTY and CONTRACTOR
and their respective legal representatives, successors, and assigns.
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20. AUTHORITY: Each party represents and warrants to the other that the
execution, delivery and performance of this Agreement have been duly _
authorized by all necessary County and corporate action, as required by law.
21. PRIVILEGES AND IMMUNITIES: All of the privileges and immunities from
liability, exemptions from laws, ordinances, and rules and pensions and relief,
disability, workers' compensation, and other benefits which apply to the activity of
officers, agents, or employees of any public agents or employees of the
COUNTY, when performing their respective functions under this Agreement
within the territorial limits of the COUNTY shall apply to the same degree and
extent to the performance of such functions and duties of such officers, agents,
volunteers, or employees outside the territorial limits of the COUNTY.
22. LEGAL OBLIGATIONS AND RESPONSIBILITIES: This Agreement is not
intended to, nor shall it be construed as, relieving any participating entity from
any obligation or responsibility imposed upon the entity by law except to the
extent of actual and timely performance thereof by any participating entity, in >-
which case the performance may be offered in satisfaction of the obligation or
responsibility. Further, this Agreement is not intended to, nor shall it be
construed as, authorizing the delegation of the constitutional or statutory duties of
the COUNTY, except to the extent permitted by the Florida constitution, state
statute, and case law.
23. NON-RELIANCE BY NON-PARTIES: No person or entity shall be entitled to rely
upon the terms, or any of them, of this Agreement to enforce or attempt to
enforce any third-party claim or entitlement to or benefit of any service or
program contemplated hereunder, and the COUNTY and the CONTRACTOR
agree that neither the COUNTY nor the CONTRACTOR or any agent, officer, or
employee of either shall have the authority to inform, counsel, or otherwise
indicate that any particular individual or group of individuals, entity or entities, E
have entitlements or benefits under this Agreement separate and apart, inferior to,
or superior to the community in general or for the purposes contemplated in this
Agreement.
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24. NO PERSONAL LIABILITY: No covenant or agreement contained herein shall
be deemed to be a covenant or agreement of any member, officer, agent or 2
employee of Monroe County in his or her individual capacity,and no member,officer,
agent or employee of Monroe County shall be liable personally on this Agreement or
be subject to any personal liability or accountability by reason of the execution of this 0
Agreement.
25. EXECUTION IN COUNTERPARTS: This Agreement may be executed in any
number of counterparts, each of which shall be regarded as an original, all of which
taken together shall constitute one and the same instrument and COUNTY and
CONTRACTOR hereto may execute this Agreement by signing any such
counterpart.
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26. NON-DISCRIMINATION:Contractor agrees that there will be no discrimination against
any person, and it is expressly understood that upon a determination by a court of
competent jurisdiction that discrimination has occurred,this Agreement automatically
terminates without any further action on the part of any party, effective the date of
the court order. Contractor agrees to comply with all Federal and Florida statutes,
and all local ordinances, as applicable, relating to nondiscrimination. These include
but are not limited to: 1) Title VII of the Civil Rights Act of 1964 (PL 88-352)which
prohibits discrimination on the basis of race, color or national origin;2)Title IX of the
Education Amendment of 1972, as amended (20 USC ss. 1681-1683, and 1685-
1686), which prohibits discrimination on the basis of sex; 3) Section 504 of the
Rehabilitation Act of 1973, as amended (20 USC s. 794), which prohibits
discrimination on the basis of handicaps; 4) The Age Discrimination Act of 1975, as
amended(42 USC ss.6101-6107)which prohibits discrimination on the basis of age;
5) The Drug Abuse Office and Treatment Act of 1972 (PL 92-255), as amended,
relating to nondiscrimination on the basis of drug abuse; 6) The Comprehensive
Alcohol Abuse and Alcoholism Prevention,Treatment and Rehabilitation Act of 1970
(PL 91-616),as amended, relating to nondiscrimination on the basis of alcohol abuse
or alcoholism; 7) The Public Health Service Act of 1912, ss. 523 and 527 (42 USC
ss.690dd-3 and 290ee-3),as amended, relating to confidentiality of alcohol and drug
abuse patient records; 8)Title Vlll of the Civil Rights Act of 1968(42 USC s. et seq.),
as amended, relating to nondiscrimination in the sale, rental or financing of housing;
9) The Americans with Disabilities Act of 1990 (42 USC s. 1201 Note), as maybe
amended from time to time, relating to nondiscrimination on the basis of disability;
10) Monroe County Code Chapter 14,Article Il,which prohibits discrimination on the 0
basis of race,color, sex,religion, national origin, ancestry, sexual orientation, gender
identity or expression, familial status or age; and 11) Any other nondiscrimination 0
provisions in any Federal or state statutes which may apply to the parties to, or the a,
subject matter of, this Agreement.
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IN WITNESS WHEREOF the parties hereto have executed this agreement on the day and date
first above written in two (2) counterparts, each of which shall, without proof or accounting for the
other counterpart, be deemed an original contract.
(SEAL) BOARD OF COUNTY COMMISSIONERS °®
ATTEST: KE'VIN MADOK, CLERK OF MONROE COUNTY, FLORIDA
By: By:
Deputy Clerk Mayor/Chairman
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lROE COUNTY ATMnNEY
AItvF FORM
Marino Construction Group, Inc.
PED
ASSIST J.VY ATTORNEY
Date 3/1/21 By: � a
Title: " , 1 . ,4
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NOTARIAL ,JURAT
STATE OF:
COUNTY OF: Aonro
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Subscribed and sworn to (or affirmed) before me, by means of l�physical presence or 0 online
notarization, on ', _1 (date) by E
(name of affiant), oe/ he is ersonally knownca me or has produced
(type of identificati n) as identification.
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*Who is authorized by the corporation to execute this contract.
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CONTRACT II-11
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SECTION
DRUG FREE WORKPLACE FORM
The undersigned Contractor, in accordance with Florida Statute 27.07, hereby
certifies that:
Marino Construction Group, Inc.
0
1. Publish a statement notifying employees that the unlawful manufacture,
distribution, dispensing, possession or use of a controlled substance is prohibited in the
workplace and specifying the actions that will be taken against employees for violations of
such prohibition.
2. Inform such employees about the dangers of drug abuse in the workplace, the business' W
policy of maintaining a drug-free workplace, any available drug counseling,
rehabilitation and employee assistance programs and the penalties that may be imposed
upon employees for drug abuse violations.
3. Give each employee engaged in providing the commodities or contractual services
that are under bid a copy of the statement specified in Sub-section (1).
4. In the statement specified in Sub-Section (1), notify the employees that as a
condition of working on the commodities or contractual services that are under bid, the ,
employee will abide by the terms of the statement and will notify the employer of any
conviction of or plea of guilty or nolo contenders to any violation of Chapter 893 (Florida
Statutes)or of any controlled substance law of the United States or any state for a violation
occurring in the workplace no later than five (5)days after such conviction. E
5. Impose a sanction on or require the satisfactory participation in a drug abuse assistance
or rehabilitation program if such is available in the employee's community or any
employee who is so convicted.
6. Make a good faith effort to continue to maintain a drug-free workplace through
Implementation of this section. y
As a person authorized to sign the statement, I certify that this rm complies fully with the
above requirements. ,.
Bidder's Signature
Date: E
BIDDING REQUIREMENTS AND CONTRACT FORMS 1-24
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SECTION
DISCLOSURE OF LOBBY ACTIVITIES
Certification of Contracts. Grants. Loans and Cooperative Agreements
The undersigned certifies, to the best of his or her knowledge and belief, that:
(1) No Federal appropriated funds have been paid or will be paid by or on behalf of the
undersigned to any person for influencing or attempting to influence an officer or employee
of any agency, a member of Congress, an officer or employee of Congress or an
employee of a member of Congress in connection with the awarding of any Federal
contract, the making of any Federal Grant, the making of any Federal loan, the entering i
into of any cooperative agreements and the extension, continuation, renewal,
amendment or modification of any Federal contract, Grant, loan or cooperative
agreement.
(2) If any funds other than Federal appropriate funds have been paid or will be paid to any
person for Influencing or attempting to influence an officer or employee of any agency, a
member of Congress, an officer or employee of Congress or an employee of a member
of Congress in connection with this Federal contract, Grant, loan, or cooperative
agreement, the undersigned shall complete and submit Standard Form-LLL,
"Disclosure of Lobby Activities", in accordance with its instructions.
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(3) The undersigned shall require that the language of this certification be included in the
award documents for all sub-awards at all tiers (including subcontracts, sub-grants and
contracts under Grants, loans and cooperative agreements) and that all sub-recipients
shall certify and disclose accordingly.
This certification is a material representation of fact upon which reliance was placed when
this transaction was made or entered into. Submission of this certification is a prerequisite for
making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any
person who fails to file the required certification shall be subject to a civil penalty of not less
than $10,000 and not more than $100,000 for each such failure.
2
Signed: Dated: 0
ontractor's Authorized Representative
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BIDDING REQUIREMENTS AND CONTRACT FORMS I-28
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SECTION L
SWORN STATEMENT PURSUANT TO SECTION 217,133(3)(a).FLORIDA
STATUTES,ON PUBLIC ENT11Y CRIMES
This form must be signed and sworn to in the presence of a Notary Public or other
official authorized to administer oaths.
1. This sworn statement is submitted with Bid, Proposal or Contract No.
RFP-344-0-2020/la
forFlorida Keys Marathon International Airport Terminal Re-Roof Rehabilitation.
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2. This sworn statement is submitted by Marino Construction Group,Inc.
(name of entity submitting sworn statement)
whose business address is 7025 Shd=Rd.Suite 2E Key West,FL 33040
and (if applicable) its Federal Employer Identification Number(FEIN) Is:65-0823279
(If the entity has no FEIN, include the Social Security Number of the individual signing
this sworn statement: )
3. My name is Michael Marino and
(please print name of individual signing)
my relationship to the entity named above Is
President
4. 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 Ch
political subdivision of any other state or of the United States, including, but not
limited to, any bid or contract for goods or services to be provided to any public entity or
an agency or political subdivision of any other state or of the United States and
involving anti-trust, fraud, theft, bribery, collusion, racketeering, conspiracy or
material misrepresentation.
5. 1 understand that "convicted" or "conviction", as defined in Paragraph
287.133(1)(6), Florida Statutes. means a finding of guilt or a conviction of a public
entity crime with or without an adjudication of guilt in any federal or state trial court of
record relating to charges brought by Indictment or Information after July 1, 1989, as a
BIDDING REQUIREMENTS AND CONTRACT FORMS I-36
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result of a jury verdict, non-jury trial or entry of a plea of guilty or nolo contenders.
6. 1 understand that an "affiliate", as defined in Paragraph 287.133(1)(a), Florida E
Statutes. means:
a. A predecessor or successor of a person convicted of a public entity
crime; or
b. An entity under the control of any natural person who is active in the
management of the entity and who has been convicted of a public entity
crime. The term"affiliate" includes those officers, directors, executives,
partners, shareholders, employees, members and agents who are active in
the management of an affiliate. The ownership by one person of shares
constituting a controlling interest in another person or a pooling of equipment or
income among persons when not for fair market value under an arm's length
agreement, shall be a prima facie case that one person controls another
person. A person who knowingly enters into a joint venture with a person
who has been convicted of a public entity crime in Florida during the
preceding 36 months shall be considered an affiliate.
7. 1 understand that a "person", as defined in Paragraph 287.133(1)(e), Florida
Statutes, means any natural person or entity organized under the laws of any state
or of the United States with the legal power to enter Into a binding contract and which
bids or applies to bid on contracts for the provision of goods or services let by a
public entity or which otherwise transacts or applies to transact business with a public
entity. The term "person" includes those officers, directors, executives, partners,
shareholders, employees, members and agents who are active in management of an
entity.
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S. 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.)
X
Neither the entity submitting this sworn statement nor any of its officers,
directors, executives, partners, shareholders, employees, members or
agents who are active in the management of the entity, nor any affiliate of the
entity has been charged with and convicted of a public entity crime subsequent 2
to July 1, 1989.
0
The entity submitting this sworn statement or one or more of its officers,
directors, executives, partners, shareholders, employees, members or
agents who are active In the management of the entity or an affiliate of the
entity has been charged with and convicted of a public entity crime
subsequent to July 1, 1989, AND (please indicate which additional
statement applies)
There has been a proceeding concerning the conviction before a Hearing
Officer of the State of Florida, Division of Administrative Hearings. The
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Final Order entered by the Hearing Officer did not place the person or
affiliate on the convicted vendor list. (Please attach a copy of the Final
Order.) E
The person or affiliate was placed on the convicted vendor list. There has
been a subsequent proceeding before a hearing officer of the State of
Florida, Division of Administrative Hearings. The Final Order entered by the
hearing officer determined that it was in the public interest to remove the
person or affiliate from the convicted vendor list. (Please attach a copy
of the Final Order.)
The person or affiliate has not been placed on the convicted vendor list.
(Please describe any action taken by or pending with the Department of
General Services.)
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Signature of Authorized Representative:
AA
Title ®ate
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NOTARIAL
T
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STATE F: t"
COUNTY OF: LLor
Subscribed °" . (date) sical presenc or online
nota z n and
®n savor to (or affirmed)�before me, y meansns of phy � ��
(name of aiant). HefShe is me or has produced y
(type of:ident'fi`�n s ientific tion.
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^{ NOTARY PUBLIC
,Par N Notary PubUC Stale of Florida
Megan E Rossi
�> c y Commission GG 121840
? Expires 07/0512021
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BIDDING REQUIREMENTSAND CONTRACT FORMS I-38
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SECTION
SWORN STATEMENT UNDER ORDINANCE NO. 10-1990 IVIONfROE COUNTY
FLORIDA
ETHICS CLAUSE
Marino Construction Grog ,Inc. warrants that he/it has not
employed, retained or otherwise had act on his/its behalf any former County officer or employee
0
in violation of Section 2 of Ordinance No. 10-1990 or any County officer or employee in violation
of Section 3 of Ordinance No. 10-1990. For breach or violation of this provision the County may, `a
in its discretion, terminate this Contract without liability and may also, in its discretion, deduct i
from the Contract or purchase price or otherwise recover the full amount of any fee, commission,
percentage, gift or consideration paid to the former County officer or employee.
(Signature)
Date:
0
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NOTARIAL JURAT
STATE OF: 1 P C. .�o"
COUNTY OF: Ln
Subscribed and sworn to (or affirmed) before me, by means of Dkphysicai presence or❑online
notarization, on r (date) by
(name of affiant). He/She rsonaltg ' me or has produced
—. � w (type of identific n) as iden ' ation. y
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NOTARY PUBLI .9
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CERTIFICATE OF LIABILITY INSURANCE 1/29/2021
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THI:
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIE.'
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZE[
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement of
this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
CONTACT 0
PRODUCER NAME: Stacy Cook O
AWA Insurance Agency PHONE FAX
13700 Six Mile Cypress Pkwy A/C No Ext: 239-418-1100 vc,No):239-418-1164
E-MSuite# 1 ADDRESS: stacy@awainsurance.com _
Ft.Myers FL 33912 INSURER(S)AFFORDING COVERAGE NAIC#
INSURERA: Mt. Hawley Insurance Company 37974
INSURED MARICON-01 INSURERB:Auto-Owners Insurance Company 18988
Marino Construction Group, Inc.
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PO BOX 1706 suRERc: FCCI Insurance Company 10178
KEY WEST FL 33041 INSURER D
INSURER E:
INSURER F:
COVERAGES CERTIFICATE NUMBER:1555052630 REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOI
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THI: O
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERM
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS
LTR INSD WVD POLICY NUMBER MM/DD MM/DD
A X COMMERCIAL GENERAL LIABILITY Y MGLO190655 5/12/2020 5/12/2021 EACH OCCURRENCE $1,000,000 1
� DAMAGE TO RENTED
CLAIMS-MADE OCCUR h
Approved Risk Management PREMISES Ea occurrence $50,000
/ MED EXP(Any one person) $5,000
PERSONAL&ADV INJURY $1,000,000 w
GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000
POLICY� PRO- LOC 3-1-2021 PRODUCTS-COMP/OP AGG $2,000,000
OTHER I $
B AUTOMOBILE LIABILITY Y 52-830030-00 5/12/2020 5/12/2021 COMBINED SINGLE LIMIT $1,000,000
Ea accident
X ANY AUTO BODILY INJURY(Per person) $
OWNED SCHEDULED BODILY INJURY(Per accident) $
AUTOS ONLY AUTOS
X HIRED X NON-OWNED PROPERTYDAMAGE $
AUTOS ONLY AUTOS ONLY Per accident
A UMBRELLA LAB X OCCUR MXL0427799 5/12/2020 5/12/2021 EACH OCCURRENCE $5,000,000 0)
X EXCESS LAB CLAIMS-MADE AGGREGATE $5,000,000
DED RETENTION$ $
• WORKERS COMPENSATION WC010006223101 11/13/2020 11/13/2021 X PER OTH-
AND EMPLOYERS'LIABILITY STATUTE ER 0,
A NYPROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $1,000,000
OFFICER/MEMBER EXCLUDED? ] N/A
(Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000
If yes,describe under 1®
DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000
C Inland Marine-Commercial CM100030408-02 9/26/2020 9/26/2021 Rented/Leased Equip 150,000
U
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) N
Certificate holder is named as an additional insured.
O
L)
O
CERTIFICATE HOLDER CANCELLATION
O
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORI
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED II ¢
ACCORDANCE WITH THE POLICY PROVISIONS.
Monroe County BOCC
1100 Simonton St. AUTHORIZED REPRESENTATIVE
Key West FL 33040
@ 1988-2015 ACORD CORPORATION. All rights reserved.
ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD
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Bid Documents
Project Manual - Volume 1
BIDDING REQUIREMENTS AND CONTRACT FORMS
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Prepared for:
THE MONROE COUNTY
BOARD OF COUNTY COMMISSIONERS
Ms. Michelle Coldiron, District 2 Mayor Pro Tem
Ms. Heather Carruthers, District 3 Mayor
Mr. Craig Cates, District 1 Commissioner
Mr. David Rice, District 4 Commissioner
Ms. Sylvia Murphy, District 5 Commissioner
Prepared by:
JACOBS
3150 SW 38th Ave., Suite 700
Miami, FL 33146
305.441 .1864
November 2020
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SECTION 000010— TABLE OF CONTENTS
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VOLUME 1 -BIDDING REQUIREMENTS AND CONTRACT FORMS c
Division I—Bid Documents
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Division II- Contract
Division III - General Provisions
Division IV- Special Provisions
VOLUME 2 - TECHNICAL SPECIFICATIONS
Division 01 General Requirements
i
. 011000 Summary
. 012100 Allowances
. 012500 Substitution Procedures co
. 012600 Contract Modification Procedures
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. 012900 Payment Procedures N
. 013100 Project Management and Coordination
013200 Construction Progress Documentation
013233 Photographic Documentation m
. 013300 Submittal Procedures c
. 013516 Alteration Project Procedures
. 014000 Quality Requirements
. 014200 References
. 015000 Temporary Facilities and Controls
. 016000 Product Requirements
017300 Execution
. 017419 Construction Waste Management and Disposal
. 017700 Closeout Procedures
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. 017823 Operation and Maintenance Data
. 017839 Project Record Documents
. 017900 Demonstration and Training
TABLE OF CONTENTS 000010 - 1
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Division 02 Existing Conditions
• 024119 Selective Demolition
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Division 06 Wood,Plastics, and Composites
061000 Rough Carpentry
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Division 07 Thermal and Moisture Protection
• 072100 Thermal Insulation
074113.16 Standing-Seam Metal Roof Panels
• 075216 Styrene-Butadiene-Styrene (SBS) Modified Bituminous Membrane Roofing
075720 Polyurethane Elastomeric Coating System
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076200 Sheet Metal Flashing and Trim
077200 Roof Accessories i
• 078413 Penetration Firestopping
078443 Joint Firestopping
079200 Joint Sealants
Division 09 Finishes cv
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• 092216 Non-Structural Metal Framing
092400 Cement Plastering
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o 092900 Gypsum Board
• 099113 Exterior Painting 2
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Division 13 Special Construction
• 133100 Fabric Shade Structures
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Division 26 Electrical c
260519 Low-Voltage Electrical Power Conductors and Cables
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• 260526 Grounding and Bonding for Electrical Systems
260533 Raceways and Boxes for Electrical Systems
260553 Identification for Electrical Systems
• 264113 Lightning Protection for Structures
265619 LED Exterior Lighting
TABLE OF CONTENTS 000010 -2
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BIDDING REQUIREMENTS AND CONTRACT FORMS I-2
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DIVISION 1 0
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BID DOCUMENTS
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SECTION A - NOTICE OF REQUEST FOR COMPETITIVE SOLICITATIONS......................... 1-6
SECTION B - INSTRUCTIONS TO BIDDERS............................................................................ 1-7
SECTION C - PROPOSAL AND SCHEDULE OF BID ITEMS................................................. 1-16
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SECTION D - BID BOND........................................................................................................... 1-21
SECTION E - DRUG-FREE WORK PLACE.............................................................................. 1-23
SECTION F - PRIME BIDDER'S QUALIFICATIONS ............................................................... 1-24
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SECTION G - DISCLOSURE OF LOBBY ACTIVITIES............................................................ 1-26
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SECTION H -ACKNOWLEDGMENT OF RECEIPT OF ADDENDUM .................................... 1-27 C14
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SECTION I - INFORMATION ON DBE GOAL PARTICIPATION FOR PROJECTS RECEIVING <
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FEDERAL FUNDING ................................................................................................................. 1-28 a:
SECTION J - DISADVANTAGED BUSINESS ENTERPRISE PROGRAM.............................. 1-31 E
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SECTION K - BIDDER'S AFFIDAVIT IN COMPLIANCE WITH( THE >
FLORIDA TRENCH SAFETY ACT............................................................................................ 1-32
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SECTION L - SWORN STATEMENT PURSUANT TO SECTION 287.133C3J(A), FLORIDA 0
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STATUTES, ON PUBLIC ENTITY CRIMES.............................................................................. 1-34
SECTION M - SWORN STATEMENT UNDER ORDINANCE NO. 10-1990............................ 1-37 E
SECTION N - CERTIFICATION OF NONSEGREGATED FACILITIES................................... 1-38
SECTION 0 - FEDERAL WAGES DECISION .......................................................................... 1-39
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SECTION P - CERTIFICATION REGARDING DEBARTMENT,
SUSPENSION, INELIGIBILITY, AND VOLUNTARY <
EXCLUSION - 49 CFR PART 29............................................................................................... 1-46
BIDDING REQUIREMENTS AND CONTRACT FORMS 1-3
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SECTION Q - NON-COLLUSION AFFIDAVIT.......................................................................... 1-47
SECTION R TEXTING WHILE DRIVING 1-48
SECTION S— PROCUREMENT OF RECOVERED MATERIALS........................................... 1-49
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SECTION T -VENDOR CERTIFICATION REGARDING SCRUTINIZED .............. COMPANIES
LISTS.......1-50
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BIDDING REQUIREMENTS AND CONTRACT FORMS I-5
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SECTION A
NOTICE OF REQUEST FOR COMPETITIVE SOLICITATIONS
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NOTICE IS HEREBY GIVEN that on Thursday, January 7, 2021, at 3:00 P.M., the Monroe County
Purchasing Office will receive and open sealed responses for the following:
E
FLORIDA KEYS MARATHON INTERNATIONAL AIRPORT
TERMINAL RE-ROOF REHABILITATION
MONROE COUNTY,FLORIDA
Pursuant to F.S. § 50.0211(3)(a), all published competitive solicitation notices can be viewed at:
www.floridgpublienotices.com, a searchable Statewide repository for all published legal notices. Requirements for
submission and the selection criteria may be requested from DemandStar by Onvia at www.demandstar.com OR
www.monroecountvbids.com. The Public Record is available upon request.
In response to Covid-19,the Monroe County Purchasing Department has implemented a new electronic process
for reviewing and opening sealed bids. Monroe County is committed to continuing to receive and process
competitive solicitations while maintaining the health and safety of our employees and those who attend bid
openings. Please do not mail or attempt to deliver in person any sealed bids. Mailed/physically delivered I
bids/proposal/responses WILL NOT be accepted.
The Monroe County Purchasing Department hereby directs that bids be submitted via email to: OMB-
BID W
S cr onroecounty- .gov, no later than 3:00 P.M. on January 7, 2021. Please submit your confidential co
financial information in a SEPARATE EMAIL from your bid and required documents. Your subject line on
both emails must read as follows: CD
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Fla. Keys Marathon Airport Terminal Re-Roof Rehab 01/07/2021
Files that do not contain this subject line WILL BE REJECTED. Please note that the maximum file
size that will be accepted by email is 25MB. Please plan accordingly to ensure that your bid is not
rejected due to the file size. Should your bid documents exceed 25MB or otherwise be rejected or
undeliverable to OMB-BIDSWonroecounty- .goy, in advance of the bid opening, please email:
omb-purchasingkmonroecountyafl.gov so accommodations for delivery of your bid can be made
prior to the bid opening. Please be advised that it is the bidder's sole responsibility to ensure delivery
of their bid and waiting until the bid opening to address or confirm your bid submission delivery will
result in your bid being rejected.
0
The bid opening for this solicitation will be held virtually,via the internet, at 3:00 P.M., on January 7,2021.
You may call in by phone or internet using the following: _
Join Zoom Meeting E
https://mcboce.zoom.us/i/4509326156
Meeting ID: 4509326156
One tap mobile:
+16465189805„4509326156#US(New York)
+16699006833„4509326156#US(San Jose)
m
Dial by your location:
+1 646 518 9805 US(New York)
+1 669 900 6833 US(San Jose)
Publication Dates:
Key West Citizen: Sat.,11/21/2020
Keys Weekly: Thur.,11/26/2020
News Barometer: Fri.,11/27/2020
BIDDING REQUIREMENTS AND CONTRACT FORMS I-6
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SECTION B
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INSTRUCTIONS TO BIDDERS
PRE-BID NOTICE: A Pre-Bid Conference will be held on December 10, 2020 at 2:00 PM. in the
Florida Keys Marathon International Airport, 2nd Floor Airport Conference Room, 9400 Overseas
Highway, Marathon, FL 33050. Attendance at the Pre-Bid Conference IS mandatory. For
additional information concerning the pre-bid conference, please contact Beth Leto, Deputy
Director, Airport Finance and Admin. by phoning 305-809-5239.
1. CONTENTS OF CONTRACT DOCUMENTS:
0
Proposal forms are contained in these Contract Documents. All papers bound with or attached
to the Proposal Form are a part of the Contract and must not be detached or altered.
i
A Bid Bond in the form of a cashier's check, certified check or surety bond in the amount of not
less than five percent (5%) of the total amount of bid submitted shall accompany each >-
proposal. The Bid Bond shall be made payable to Monroe County Board of County `"
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Commissioner. No Bid Bond will be required if the contract amount is less than $150,000.00.
2. EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF WORK: `V
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The bidder shall examine carefully the site of the work and the Contract Documents
and he shall investigate and satisfy himself as to the conditions to be encountered, as to the
character, quality and quantity of work to be performed and materials to be furnished and
as to the requirements of the Contract. Bidders shall familiarize themselves with all
federal and state laws, local ordinances and regulations which may in any manner affect
the work or its prosecution. The filing of a Proposal shall be presumptive evidence that
the bidder has complied with these requirements.
3. INTERPRETATION OF DOCUMENTS:
0
If any person contemplating submitting a bid for the proposed contract is in doubt as to the
meaning of any part of the proposed Contract Documents, he may submit to the Engineer,
Jacobs Engineering Group, 3300 PGA Blvd., Suite 780, Palm Beach Gardens, Florida, 33410,
EMAIL: ryan.forney(a�iacobs.com, a written request for an interpretation of the proposed
documents. No oral interpretations will be made to any respondent as to the meaning of any part
of the bid documents. A summary of questions received and answers provided will be made in
writing in the form of an addendum and, if issued, shall be posted on DemandStar and a
notification will be furnished by DemandStar to all known prospective Respondents listed as E
planholders prior to the established Response opening date. It shall be the Respondents sole
responsibility thereafter to download the addendum. Each respondent shall acknowledge receipt
of such addenda in the space provided therefore in the proposal form. In case any respondent
fails to acknowledge receipt of such addenda or addendum, his proposal will nevertheless be
construed as though it had been received and acknowledged and the submission of his/her
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proposal will constitute acknowledgment of the receipt of same. All addenda are a part of the bid
documents and each respondent will be bound by such addenda, whether or not received by
him/her. It is the responsibility of each respondent to verify that he/she has received all addenda
issued before proposals are opened. Requests for interpretation will be accepted up to fifteen (15)
calendar days prior to the bid due date.
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4. ADDENDA:
Any Addenda issued during the preparation of bids shall be included in the Proposal and
shall become a part of the Contract Documents. Subcontractor's attention must be called to these
changes as well as to the effect Addenda may have on their work.
5. PREPARATION OF PROPOSAL:
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Bidder shall submit the bidders proposal in electronic format(thumb drive) only. Proposals
shall be submitted on the Proposal Form contained in these Contract Documents. Each blank
space in the Proposal Form shall be filled in correctly and the bidder shall state the price for i
which he proposes to do the work written in ink. The bidder will be responsible for all errors or
omissions in his Proposal. Each bidder shall sign his Proposal correctly in ink. If the bidder is an
individual, his name and post office address must be shown. If a firm or partnership, the W
name and post office address of each member of the firm or partnership must be shown. If a co
corporation, the Proposal must designate the state under the laws of which the corporation is
chartered, the names, titles and business addresses of its officers and the one signing the
Proposal as agent of the firm or corporation must furnish legal evidence that he has authority to
such signature and that such signature is binding upon the firm or corporation.
On the Proposal Form (Schedule of Bid Item sheets), the bidder shall enter in words and
figures a unit price and in figures the product (extension) of the unit price and quantity in the
appropriate column for each bid item exclusive of those items for which a fixed contract unit price
and extension are shown. On "lump sum" items, the same amount shall be shown in both the unit
price (words and figures) and extension (figures only) columns. After all extensions are made, the
bidder shall total the extended amounts of the bid items and show his total of the extended
amounts of the bid items and show his total bid amount in the appropriate place on the
Proposal Form.
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All figures shall be legibly shown in ink or typed. Any inter-lineation, erasure or other
alteration of a figure shall be initialed by the signer of the proposal. The Bidder will check the
extension of each item given in the proposal and correct all errors and discrepancies. In case of E
a discrepancy between a unit bid price and the extension amount, the unit price will govern. In
case of discrepancy between the unit price in words and figures, the words shall govern.
The sum of the correct extension amounts will be the contract bid price.
6. ALTERNATE AND ADDITIVE BIDS:
Where alternate designs are provided by the plans and proposal, the bidder shall enter prices
only on the items for the design alternate that will be most economical for him to
construct and other bid items that will be common for all alternates. The bidder shall enter the
words "No Bid" in the unit price column on items for the design alternates not selected.
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If any item on the proposal form permits a choice between alternate specified types of
materials, the bidder shall indicate by a checkmark the type of material he proposes to use. If
more than one type or none is checked, the Owner will make the selection. Where alternate
designs are provided for which bids area called for on each alternate, the bidder shall furnish
bid prices for each of the alternates. Failure to do this may be grounds for rejection of the _
proposal.
Where additive bids are provided in the plans and proposal, the bidder shall enter prices for the
additive bid items. Additive bids are work items that the Owner would like to include in the project
depending upon base bid prices and the availability of Federal, State, and local funding. The
Owner reserves the right to award the additive bid items and enter into additive bid item contracts
separately from the base bid item award and contract as serves the best interest of the county.
Award of the additive bid items and to whom awarded shall be at the Owner's sole discretion.
7. REJECTION OF PROPOSALS:
Proposals may be rejected if they show any alteration of form, additions not called for, i
conditional or alternate bids or irregularities of any kind. Proposals in which prices are obviously
unbalanced may be rejected. The Owner reserves the right to waive minor irregularities in any
bid. The owner also reserves the right to reject any and all bids at the owner's sole discretion, to >-
waive informalities in any or all bids, to re-advertise for bids; and to separately accept or reject `"
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any item or items of bid and to award and/or negotiate a contract in the best interest of the County.
8. BID PRICE: `V
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The price bid shall cover the cost of furnishing of all materials, tools, labor, transportation, local,
state and federal taxes, Old Age Benefits, Social Security, services and equipment necessary to
perform the work in full conformity with the Contract Documents.
9. PRE-QUALIFICATION OF BIDDERS:
No proposal will be considered from any contractor unless he is licensed to do work in the
State of Florida and is properly qualified to submit a proposal for this construction in accordance
with all applicable laws of the State of Florida.
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Bidder shall submit"Evidence of Competency", consisting of statements covering the bidder's past
experience on similar work, a list of equipment that would be available, latest financial statement,
and a list of key personnel. (See General Provisions 20-02 and Section F "Prime Bidder's
Qualification Form.)
10.AWARD OF CONTRACT:
All bids, along with the staff recommendation, will be presented to the Board of County E
Commissioners of Monroe County, Florida, for final awarding or otherwise. The Board
reserves the right to reject any and all bids, to waive informalities in any or all bids, to re-
advertise for bids; and to separately accept or reject any item or items of bid and to award
and/or negotiate a contract in the best interest of the County. The award of the contract,
should it be awarded, will be made by the Owner to the lowest responsible bidder whose
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proposal meets the requirements thereof. The award, if made, will be made within one hundred
twenty (120) days after opening of the proposal but no award will be made until the responsibility
of the bidder to whom it is proposed to award the contract has been investigated. Notice of
award will be mailed by the Owner to the successful bidder at the address stated in his
proposal.
Any Bidder/Respondent/Proposer who claims to be adversely affected by the decision or intended
decision to award a contract shall submit in writing a notice of protest which must be received by
the County within seventy-two (72) hours or three (3) business days, whichever is less, after the
posting of the notice of decision or intended decision on DemandStar or posting of the Notice of
Decision or Intended Decision on the Monroe County Board of County Commissioner' agenda,
whichever occurs first. Additionally, a formal written protest must be submitted in writing and must
be received by the County Attorney's Office seventy-two (72) hours or three (3) business days prior
to the Board of County Commissioner's meeting date in which the award of contract by the Board
of County Commissioners will be heard. The only opportunity to address protest claims is before
the BOCC at the designated public meeting in which the agenda item awarding the contract is
heard. In accordance with the Rules of Debate as set forth in the Monroe County Board of County i
Commissioners Administrative Procedures, the Bidder/Respondent/Proposer that filed the protest
is responsible for providing the Clerk with his/her name and residence prior to the agenda item to
award the contract being called in order to preserve their opportunity to be heard on this matter. An
individual has three (3) minutes to address the Commission and a person representing anco
organization has five (5) minutes to address the Commission. The BOCC decision to award the
contract is final and at their sole discretion. Failure to timely protest within the times prescribed
herein shall constitute a waiver of the ability to protest the award of contract, unless it is determined
that it is in the best interest of the County to do so.
11.RETURN OF BID BOND:
All bid bonds except those of the two lowest qualified bidders will be returned promptly after the
tabulation of the bids has been made and in no case will a bid bond be held longer than one
hundred twenty (120) days without the bidder's written consent.
12.EXECUTION OF CONTRACT:
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The successful bidder will be required to execute the contract and furnish bond within fifteen (15) c
days of date of notice to award. In the case of a corporation, the officer or agent to execute
the contract must be designated in a power of attorney executed by the Board of Directors
and duly certified by the Secretary and bearing the seal of the corporation. When the
successful bidder is a partnership, the power of attorney designating one member of the firm
to execute the contract shall be filed with the Owner. Such power of attorney must bear the
signature of the other members of the firm and must be executed before a notary.
Any officer or agent signing on behalf of the surety company bonding the contractorwill
be required to file a power of attorney with the bond executed and will be required to affix the seal
of the surety to said bond.
13.FAILURE TO EXECUTE CONTRACT:
Should the successful bidder fail or refuse to execute the contract and furnish satisfactory bond
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within fifteen (15) days after notice of award has been issued by the Owner, the bond filed with
the proposal shall become the property of the Owner. At his option, the Owner may then
annul the award and award the contract to the next lowest responsible bidder or reject
all proposals and re-advertise.
14.CONTRACT TIME:
The contractor shall begin work after receipt of the Notice to Proceed in accordance
with Paragraphs 80-02 and 80-03 of the General Provisions and Special Provisions Nos. 2
and 3, and shall fully complete performance within one hundred eighty (180) calendar days of
Notice to Proceed Construction.
If the Contractor does not comply with the contract time, then liquidated damages will apply as
per Special Provisions No. 2 and 3.
15.CONTRACT CLOSE-OUT:
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Subsequent to the final acceptance of this project by the Owner, the requirements
of Special Provision No. 1, Section 25 "Project Documentation" Subsection H. "Prerequisites to
Substantial Completion" must be satisfied.
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16.BID PROPOSAL SUBMISSION:
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The Bid Proposal submitted for the work included in this project shall include the following fully N
executed documents:
A. Bid Proposal Contract (Division I, Section C)
B. Schedule of Bid Items (Division I, Section C)
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C. Bid Bond (Division I, Section D)
D. Drug-free Work Place (Division I, Section E)
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E. Prime Bidder's Qualifications (Division I, Section F)
F. Disclosure of Lobby Activities (Division I, Section G)
G. Acknowledgment of Receipt of Addendum (Division I, Section H)
H. Disadvantaged Business Enterprise (Division I, Section J)
I. Bidder's Affidavit in Compliance with the Florida Trench Safety Act
(Division I, Section K)
J. Sworn Statement Under Section 287.133(3)(a) FLORIDA STATUTES, on Public
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Entity Crimes (Division I, Section L)
K. Sworn Statement Under Ordinance No. 10-1990, Monroe County (Ethics Clause)
(Division I, Section M)
L. Certification of Non-segregated Facilities (Division I, Section N)
M. Federal Wage Decision (Division I, Section O)
N. Certification regarding Debarment, Suspension, Ineligibility, and Voluntary
Exclusion-49 CFR Part 29 (Division I, Section P)
O. Copy of Contractor's license for State of Florida
P. Bidder's Statement on Insurance(Division III, Section 140)
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Q. Non-Collusion Affidavit (Division I, Section Q)
R. Texting While Driving (Division I, Section R) co
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S. Procurement of Recovered Materials (Division I, Section S)
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T. Vendor Certification Regarding Scrutinized Companies Lists (Division I, Section T)
17.SUBMITTING BIDS:
The Monroe County Purchasing Department hereby directs that bids be submitted via email
to: OMB-BIDS@monroecounty-fl.gov, no later than 3:00 P.M., on January 7,2021. Please submit
your confidential financial information in a SEPARATE EMAIL from your bid and required
documents. Your subject line on both emails must read as follows:
Terminal Re-Roof Rehabilitation
Florida Keys Marathon International Airport - Bid Submission
Files that do not contain this subject line WILL BE REJECTED. Please note that the
maximum file size that will be accepted by email is 25MB. Please plan accordingly to ensure
that your bid is not rejected due to the file size. Should your bid documents exceed 25MB, in
advance of the bid opening, please email: omb-purchasing@monroecounty-fl.gov. The bid
opening for this solicitation will be held virtually, via the internet, at 3:00 P.M., on January 7, 2021.
You may appear by phone or internet using the following:
Join Zoom Meeting
hftps:Hmcbocc.zoom.us/j/4509326156
Meeting ID: 4509326156
One tap mobile:
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+16465189805„4509326156# US (New York)
+16699006833„4509326156# US (San Jose)
Dial by your location: c
+1 646 518 9805 US (New York)
+1 669 900 6833 US (San Jose)
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18.WITHDRAWAL OF BIDS:
Bids may be withdrawn on written or telegraphic request received from bidders prior to the
time fixed for opening. Negligence on the part of the bidder in preparing the bid confers
no right for the withdrawal of the bid after it has been opened.
19.BIDDERS PRESENT:
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At the time fixed for the opening of the bids, their contents will be made public for the information
of bidders and other properly interested parties who may be present either by phone or i
internet.
20.BIDDERS INTERESTED IN MORE THAN ONE BID: co
If more than one bid for each contract is offered by any one party, by or in the name of his or
their clerk, partner or other person, all such bids may be rejected. A party who has quoted prices
on materials to bidders is not thereby disqualified from quoting prices to other bidders or from `V
submitting a bid directly for the materials of work.
21.ERRORS IN BID:
Bidders or their authorized agents are expected to examine the maps, drawings, specifications
and all other instructions pertaining to the work, which will be open to their inspection. Failure to
do so will be at the bidder's own risk and he cannot secure relief on the plea of error in the
bid. In case of error in the extension of prices, the unit price will govern.
22.CONTRACT AND BOND:
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The bidder to whom award is made must, when required, enter into written contract on the
standard form as set out herein with satisfactory security in the amount required, within the
period specified or, if no period is specified, within ten (10) days after the prescribed forms are
presented to him for signature.
23.COLLUSION
If there is any reason for believing that collusion exists among the bidders, any or all proposals
may be rejected and those participating in such collusion may be barred from submitting bids on
the same or other work.
24.SUBLETTING OR ASSIGNING OF CONTRACT:
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(a) Limitations: The Contractor shall not sublet, assign, transfer,
convey, sell or otherwise dispose of any portion of the contract, his right, title or interest
therein, or his power to execute such contract, to any person, firm or corporation without
written consent of the Owner and such written consent shall not be construed to relieve the
Contractor of any responsibility for the fulfillment of the contract. Unless otherwise stipulated in
the proposal or special provisions and with the assistance of workmen under his immediate E
superintendence and reported on his payroll, all contract work of a value not less than fifty
percent (50%) of the total contract amount, except that any items designated in the contract as
"Specialty Items" may be performed by subcontract. They may be deducted from the
total contract amount before computing the amount of work required to be performed by
the Contractor with his own organization.
(b) Subcontractor's Status: A subcontractor shall be recognized only in the
capacity of an employee or agent of the contractor and the Contractor will be responsible to
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the Owner for all of the subcontractor's work, including failures or omissions and his removal
may be required by the Engineer, as in the case of any employee.
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25.PERM ITS:
The county cautions bidders that the contractor shall also be responsible for the permit fees of
any state or federal agency having permitting jurisdiction over the project, including but not limited co
to, the ACE, DNR, and DER.
26.PRE-SUBMITTALS:
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Pre-submittal of data on various equipment, if required in the proposal, shall be made by the
bidder and approval obtained from the Engineer. This approved list shall be the actual
equipment used in the construction of this project if the contract is awarded on the bid.
27.SHOP DRAWINGS:
Shop drawings will be reviewed by the Engineer for general conformance in accordance with the
contract documents. The Contractor shall check all shop drawings in detail and stamp with his
approval prior to submittal to the Engineer.
The Engineer's review of shop drawings shall not relieve the Contractor from his responsibility c
for any deviations from the requirements of the contract documents. Contractor
shall submit five (5) copies of shop drawings to the engineer for approval.
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28.FLORIDA TRENCH SAFETY ACT:
In accordance with the provisions of the Florida Trench Safety Act, if applicable, the bidder shall
indicate in his bid his cost of compliance with the requirements of the Florida Trench Safety Act
and shall also complete and properly execute the bidder's Affidavit in compliance with the
provisions of the Florida Trench Safety Act (Sections 553.60-553-64, Florida Statutes).
29.SCHEDULE OF WORK:
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Contractor shall coordinate work items that may overlap with other work being performed by other
contractors. Each bidder shall take this into account and no provision for re-mobilization or re-
negotiation for time delay can be made. Depending on the bids received, certain quantities
may be increased or decreased and no provision shall be made for re-negotiation (see
Division I, General Provisions, Section 40, for further information).
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30.PROJECT FUNDING:
Work included in this project will be paid by funds from Monroe County, the Federal Aviation
Administration (FAA), Florida Department of Transportation (FDOT) and in part from Key
West International Airport Operating Funds.
31.DISADVANTAGED BUSINESS ENTERPRISES (DBE) SUBCONTRACTOR GOALS:
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The DBE goal for this FAA funded project is 10.65%. All respondents shall be required
to meet this goal. Respondents may meet this goal by being a certified DBE under FUCP
or by subcontracting a portion of the work to a DBE certified under FUCP. Any respondent i
that is unable to meet this goal will be required to provide documentation of its good faith
effort to meet this goal. Any bid proposal that fails to meet the DBE goal and fails to
provide adequate documentation of a good faith effort to meet the goal shall be deemed W
non-responsive for failing to comply with the DBE requirement. co
32.PUBLIC ENTITY CRIME STATEMENT: CD
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A person or affiliate who has been placed on the convicted vendor list following a conviction for
public entity crime may not submit a bid on a contract to provide any goods or services to a
public entity, may not submit a bid on a contract with a public entity for the construction or repair
of a public entity, may not be awarded or perform work as a contractor, supplier, subcontractor,
or consultant under a contract with any public entity, and may not transact business with any
public entity in excess of the threshold amount provided in Section 287.017 of the Florida
Statutes, for CATEGORY TWO for a period of 36 months from the date of being placed on the
convicted vendor list.
33.DISADVANTAGED BUSINESS ENTERPRISE (DBE) POLICY and OBLIGATION:
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DBE POLICY: It is the policy of the Florida Department of Transportation that disadvantaged
business enterprises as defined in 49 CFR Part 26, as amended, have the maximum opportunity
to participate in the performance of contracts financed in whole or in part with
Department funds contract. The DBE requirements of 49 CFR Part 26, as amended, apply
to this contract.
DBE OBLIGATION: Monroe County and its contractors agree to ensure that Disadvantaged
Business Enterprises as defined in 49 CFR Part 26, as amended, have the maximum opportunity E
to participate in the performance of contracts. In this regard, all contractors shall take all necessary
and reasonable steps in accordance with 49 CFR Part 26, as amended, to ensure that the
Disadvantaged Business Enterprises have the maximum opportunity to compete for and perform
contracts. Grantees, recipients and their contractors shall not discriminate on the basis of race,
color, national origin or sex in the award and performance of Department assisted contracts.
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The Disadvantaged Business Enterprise Program statements and certification shall be fully
completed and submitted as required by Section 150 of the specifications. This form is
provided in Division I, Bid Documents, Section J.
34.EQUAL EMPLOYMENT OPPORTUNITY:
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In connection with the carrying out of this project, the contractor shall not discriminate
against any employee or applicant for employment because of race, age, creed, color, sex
or national origin. The contractor will take affirmative action to ensure that applicants are
employed, and that employees are treated during employment, without regard to their race, age,
creed, color, sex, marital status, familial status, sexual orientation, gender identity,
expression or national origin. Such action shall include, but not be limited to, the following:
Employment upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or
termination, rates of pay or other forms of compensation; and selection for training, including
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apprenticeship. The contractor shall insert a similar provision in all subcontracts, except
subcontracts for standard commercial supplies or raw materials.
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35.CERTIFICATION OF NONSEGREGATED FACILITIES:
The Certification of Non-segregated Facilities as required by Section 160, shall be completed and
submitted with the bid proposal. This form is provided in Division I, Bid Documents, co
Section N.
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SECTION C
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PROPOSAL AND SCHEDULE OF BID ITEMS
Contract
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BID TO: Monroe County Purchasing Department 1100 Simonton Street
Suite 1-213
Key West, Florida 33040 '
BID FROM:
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Submitted(Date): >-
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The undersigned, as Bidder, hereby declares that he has examined the site of the work and
informed himself fully in regard to all conditions pertaining to the place where the work is to be
done; that he has examined the plans and specifications for the work and contractual
documents relative thereto, and has read all bid documents, Contract Documents, General
Provisions, Special Provisions and Specifications furnished; and that he has satisfied himself
relative to the work to be performed.
The Bidder proposes and agrees, if this proposal is accepted, to contract with the Monroe
County Board of Commissioners, in the form of contract specified, to furnish all necessary
materials, equipment, machinery, tools, apparatus, means of transportation and labor necessary
to and to complete the construction of:
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Terminal Re-Roof Rehabilitation
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Monroe County, Florida
in full and complete accordance with the shown, noted, described and reasonably
intended requirements of the plans, specifications and contract documents to the full and
entire satisfaction of the Monroe County Board of Commissioners, with a definite understanding
that no money will be allowed for extra work except a set forth in the attached Contract Documents
for the unit prices listed opposite each item.
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The Contractor shall complete the Schedule of Values included as Attachment"A". The Schedule
shall be added and the final total base bid amount will be:
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$ Dollars
(Total Base Bid - words)
It is agreed that the description under each item, being briefly stated, implies, although it does not
mention, all incidentals and that the prices stated are intended to cover all such work, materials
and incidentals as constitute Bidder's obligations as described in the specifications and any
details not specifically mentioned, but evidently included in the contract shall be compensated i
for in the item which most logically includes it.
The quantities for bid items listed on the attached Schedule of Bid Item sheets are
estimated quantities only for the purpose of comparing bids. Any difference between these co
estimated quantities and actual quantities required for construction will not be allowed as
basis for claims by the Contractor for extra compensation. Compensation will be based on the
unit prices and actual construction quantities and may be modified as stipulated by Sections 20- cV
05 and 90-03 of the General Provisions.
The bidder further proposes and agrees hereby to commence the work with an
adequate force, plant and equipment at the time stated in the notice to the Contractor from
the Owner to proceed and fully complete performance within the time period stated in the
Instructions to Bidders from and after the date stated in the Notice-to-Proceed.
The bidder understands that the county will decide, in its sole discretion, to proceed, or not to
proceed, with the additive bid work. Except as otherwise provided in the contract documents,
Bidder shall not be entitled to any additional costs, expenses, etc. beyond the Total Base Bid in
the event the County chooses not to proceed with the additive bid work.
The undersigned further agrees that in case of failure on his part to execute the said contract and
the bond within ten (10) consecutive calendar days after written notice being given of the
award of the contract, the check or bid bond in the amount as specified herein
accompanying this bid and the monies payable thereon, shall be paid into the funds of the
Monroe County Board of Commissioners as liquidated damages for such failure; otherwise, the
check or bid bond accompanying this proposal shall be returned to the undersigned.
Monroe County's performance and obligation to pay under this Contract, is contingent upon an
annual appropriation by the BOCC.
Attached hereto is a certified check on the
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Bank of or a bid bond for
the sum of dollars ($ ) made
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payable to the Monroe County Board of Commissioners.
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Checkmarks
I have included Division I which entails the proposal forms.
Schedule of Bid Items (Attachment"A").
Bid Bond
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The Drug-Free Workplace form.
Prime Bidder's Qualifications: i
_ List of major contracts in past 10 years
List of equipment and plant available for this project
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Copy of latest financial statement
Disclosure of Lobby Activities
Acknowledgement of Receipt of Addendum
Disadvantaged Business Enterprise Program
DBE Utilization Form "Attachment 1", Division III
_ DBE Letter of Intent"Attachment 2", Division III
Bidder's Affidavit in Compliance with Florida Trench Safety Act
Sworn Statement Pursuant to Section 287.133(3)(a), Florida Statutes, on Public Entity
Crimes
Sworn Statement Under Ordinance No. 10-1990
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Certification of Non-segregated Facilities c
Federal Wage Decision
Certification Regarding Debarment, Suspension, Ineligibility, and Voluntary Exclusion
49 CFR Part 29 a,
Copy of Bidder's License for State of Florida, evidence of competency and evidence of
financial responsibility
_ Bidder's Statement on Insurance
Non-Collusion Affidavit E
(Checkmark items above as a reminder that they are included.)
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Mailing Address:
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Phone Number:
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Date: Signed: i
(Name)
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(Title) `CD
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Witness:
(Seal)
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Bid Documents Project Manual
ATTACH M ENT " A "
SCHEDULE OF BID ITEMS
Terminal Re-Roof Rehabilitation c
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BIDDER NAME:
AIRPORT NAME: Florida Keys Marathon International Airport
PROJECT DESCRIPTION: Terminal Re-Roof Rehabilitation
SUMMARY OF QUANTITIES
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ITEM NO DESCRIPTION CITY UNITS BID UNIT PRICE EXTENDED ITEM
COST
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1 Terminal Re-Roof Rehabilitation, As 1 LS
Detailed in The Contract Documents >-
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012100—Allowance#1
2 1 Each $80,000.00 $80,000.00 r-
Contingency Allowance#1
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012100—Allowance#2
3 1 Each $5,000.00 $5,000.00
Testing and Inspection AllowanceFL
4 012100—Allowance#3 1 Each $40,000.00 $40,000.00
Contingency Allowance, Permitting c
Total $
Payment for the work shall be made at the contract price and payment shall be full
compensation for furnishing all materials, equipment, labor, processes, tools and
incidental costs required to complete the work.
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BIDDING REQUIREMENTS AND CONTRACT FORMS 1-21
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Bid Documents Project Manual
SECTION D
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BID BOND
Contract
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KNOW ALL MEN BY THESE PRESENTS, that we:
as Principal, hereinafter called
the Principal, and a corporation duly
organized under the laws of the State of Florida, as Surety, hereinafter called the Surety,
are held and firmly bound unto the Monroe County Board of Commissioners as Obligee,
hereinafter called the Obligee, in the sum of:
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, i
successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal has submitted a bid for: co
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Terminal Re-Roof Rehabilitation
Florida Keys Marathon International Airport - Bid Submission
Monroe County, Florida
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NOW, THEREFORE, if the Obligee shall accept the bid of the Principal shall enter into a contract
with the Obligee in accordance with the terms of such bid and give such bond or bonds as may
be specified in the bidding or Contract Documents with good and sufficient surety for the
faithful performance of such contract and for the prompt payment of labor and material
furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such
contract and give such bond or bonds, if the Principal shall pay to the Obligee the
difference not to exceed the penalty hereof between the amount specified in said bid and
such larger amount for which the Obligee may in good faith contract with another party to
perform the work covered by said bid, then this obligation shall be null and void, otherwise to
remain in full force and effect. c
PROVIDED further, that if the Principal shall submit the apparent lowest bid acceptable to the
Obligee but shall fail to meet DBE goals as set forth in the bid specifications, then Principal shall,
upon request of the Obligee, submit to Obligee such additional evidence of Principal's good faith
efforts to meet such goals in the manner and within the time required in such specifications.
Failure to supply such information as required shall result in a forfeiture of this bid bond in
the same manner and to the same degree as though Obligee had accepted Principal's bid
and Principal had thereafter failed or refused to enter into the contract with Obligee as
set forth in the immediately preceding paragraph.
BIDDING REQUIREMENTS AND CONTRACT FORMS I-22
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c
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Signed and sealed this day of 120
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(Principal) (Seal)
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(Witness)
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(Title)
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(Surety) (Seal)
(Witness)
Countersigned by:
By:
(Title)
All bonds must be signed by a Florida resident agent with a legal street address; Post Office
boxes are not acceptable. Bid will not be considered unless the bid bond is signed by
both Principal and Surety.
BIDDING REQUIREMENTS AND CONTRACT FORMS I-23
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Bid Documents Project Manual
SECTION E
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DRUG FREE WORKPLACE FORM
The undersigned Contractor, in accordance with Florida Statute 287.087, hereby
certifies that:
(Name of Business)
1 . Publish a statement notifying employees that the unlawful manufacture,
distribution, dispensing, possession or use of a controlled substance is prohibited in the c
workplace and specifying the actions that will be taken against employees for violations of
such prohibition.
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2. Inform such employees about the dangers of drug abuse in the workplace, the business'
policy of maintaining a drug-free workplace, any available drug counseling,
rehabilitation and employee assistance programs and the penalties that may be imposed
upon employees for drug abuse violations. co
3. Give each employee engaged in providing the commodities or contractual services
that are under bid a copy of the statement specified in Sub-section (1).
4. In the statement specified in Sub-Section (1), notify the employees that as a
condition of working on the commodities or contractual services that are under bid, the
employee will abide by the terms of the statement and will notify the employer of any
conviction of or plea of guilty or nolo contendere to any violation of Chapter 893 (Florida
Statutes) or of any controlled substance law of the United States or any state for a violation
occurring in the workplace no later than five (5) days after such conviction.
5. Impose a sanction on or require the satisfactory participation in a drug abuse assistance
or rehabilitation program if such is available in the employee's community or any
employee who is so convicted. c
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6. Make a good faith effort to continue to maintain a drug-free workplace through
implementation of this section.
As a person authorized to sign the statement, I certify that this firm complies fully with the
above requirements.
Bidder's Signature
Date:
BIDDING REQUIREMENTS AND CONTRACT FORMS I-24
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Bid Documents Project Manual
SECTION F
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PRIME BIDDER'S QUALIFICATIONS
In order to determine if persons submitting bids are responsible, each contractor shall furnish
with his bid the following completed information, and signed statements on "evidence of
competency" and "evidence of financial responsibility", which is in accordance with
General Provision 20-02.
1. Name of Bidder:
2. Business Address:
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3. Telephone Number:
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4. When Organized:
5. Where Incorporated:
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6. A list of the person's or entity's shareholder with five (5) percent or more of the stock or, if
a general partnership, a list of the general partners; or if a limited liability company, a list cv
of its members; or, if a solely owned proprietorship, names(s) of owner(s).
7. A list of the officers and directors of the entity.
8. The number of years the person has been operating and, if different, the
number of years it has been providing the services, goods, or construction
services called for in the Bid specifications (include a list of similar projects). c
9. The number of years the person has operated under its present name
and any prior names.
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10. How many years have you been engaged in the contracting business under the c
present firm name?
11. What is the type of construction work in which you are principally engaged?
12. On separate sheet list major contracts in past 10 years.
13. On separate sheet list equipment and plant available for this project.
14. Enclose a copy of latest 3 years of Financial Statements for the responding entity or for
any entity that is a subsidiary to the responding entity.
BIDDING REQUIREMENTS AND CONTRACT FORMS I-25
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15. Credit Available for this Contract: $
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16. Contracts now in hand, Gross Amount: $ c
17. Have you ever refused to sign a contract at your original bid?
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18. On separate sheet, list the last five (5) projects over$500,000 on which the contractor has
worked, and telephone numbers.
19. Answers to the following questions regarding claims and suits:
a. Has the person, principals, entity, or any entity previously owned, operated
or directed by any of its officers, major shareholders or directors, ever failed
to complete work or provide the goods for which it has contracted? (If yes,
provide details.)
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b. Are there any judgments, claims, arbitration proceeding or suits pending or
outstanding against the person, principal of the entity, or entity, or any entity
previously owned, operated or directed by any of its officers or general
partners? (If yes, provide details.) co
C. Has the person, principal of the entity, entity, or any entity previously owned,
operated or directed by any of its officers, major shareholders or directors,
within the last five (5) years, been a party to any lawsuit or arbitration with
regard to a contract for services, goods or construction services similar to those
requested in the specifications with private or public entities? (If yes, provide
details)
d. Has the person, principal of the entity, or any entity previously owned, operated
or directed by any of its officers, owners, partners, major shareholders or
directors, ever initiated litigation against the county or been sued by the county
in connection with a contract to provide services, goods or construction
services? (If yes, provide details)
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e. Whether, within the last five (5) years, an officer, general partner, c
controlling shareholder or major creditor of the person or entity was an
officer, director, general partner, controlling shareholder or major creditor
of any other entity that failed to perform services or furnish goods similar E
to those sought in the request for bids; e®
f. Customer references (minimum of three), including name, current address and
current telephone number:
g. Credit references (minimum of three), including name, current address and
current telephone number.
h. Any financial information requested by the county department involved in the
competitive solicitation, related to the financial qualifications, technical
competence, the ability to satisfactorily perform within the contract time
BIDDING REQUIREMENTS AND CONTRACT FORMS I-26
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Bid Documents Project Manual
constraints, or other information the department deems necessary to enable the
department and board of county commissioners to determine if the person
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responding is responsible.
20. Remarks: E
(The above statements must be subscribed and sworn to before a Notary Public.)
Date:
Firm Name:
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By:
Title:
Notary Public:
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BIDDING REQUIREMENTS AND CONTRACT FORMS I-27
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Bid Documents Project Manual
SECTION G
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DISCLOSURE OF LOBBY ACTIVITIES
Certification of Contracts, Grants, Loans and Cooperative Agreements
The undersigned certifies, to the best of his or her knowledge and belief, that:
(1) No Federal appropriated funds have been paid or will be paid by or on behalf of the
undersigned to any person for influencing or attempting to influence an officer or employee
of any agency, a member of Congress, an officer or employee of Congress or an
employee of a member of Congress in connection with the awarding of any Federal
contract, the making of any Federal Grant, the making of any Federal loan, the entering
into of any cooperative agreements and the extension, continuation, renewal,
amendment or modification of any Federal contract, Grant, loan or cooperative i
agreement.
(2) If any funds other than Federal appropriate funds have been paid or will be paid to any
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person for influencing or attempting to influence an officer or employee of any agency, a
member of Congress, an officer or employee of Congress or an employee of a member
of Congress in connection with this Federal contract, Grant, loan, or cooperative
agreement, the undersigned shall complete and submit Standard Form-LLL,
"Disclosure of Lobby Activities", in accordance with its instructions.
(3) The undersigned shall require that the language of this certification be included in the
award documents for all sub-awards at all tiers (including subcontracts, sub-grants and
contracts under Grants, loans and cooperative agreements) and that all sub-recipients
shall certify and disclose accordingly.
This certification is a material representation of fact upon which reliance was placed when
this transaction was made or entered into. Submission of this certification is a prerequisite for
making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any c
person who fails to file the required certification shall be subject to a civil penalty of not less
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than $10,000 and not more than $100,000 for each such failure.
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Signed: Dated:
Contractor's Authorized Representative
BIDDING REQUIREMENTS AND CONTRACT FORMS I-28
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Bid Documents Project Manual
SECTION H
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ACKNOWLEDGMENT OF RECEIPT OF ADDENDUM
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a d&,nduni Signature Date
No,.
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N
CD
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BIDDING REQUIREMENTS AND CONTRACT FORMS I-29
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Bid Documents Project Manual
SECTION I
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INFORMATION ON DBE GOAL PARTICIPATION FOR PROJECTS RECEIVING
FEDERAL FUNDING
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1. In accordance with 49 CFR Part 26, the Disadvantaged Business Enterprise (DBE) Program
shall apply to this Contract. All persons or entities responding to this solicitation shall utilize,
or attempt to utilize, DBE firms to perform at least the assigned participation goal ("DBE Goal")
for this Contract. Bidders/Offerors shall submit at time of bid a Disadvantage Business
Enterprise (DBE) Utilization form — See Division III, Section 150-07 "Other Contract
Provision" Attachment 1 for this form.
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2. Program Requirements for DBE participation:
a) For a DBE firm's participation to be considered in meeting the DBE goal, the DBE firm
must be certified as a DBE by a member of the Florida Unified Certification Program i
(FLUCP) to perform the applicable work no later than the date your response or bid is due
to the County (i.e., time of bid opening).A comprehensive listing of certified DBE firms is >-
published in the Florida Department of Transportation (FDOT) Business Directory and can --
be viewed at the following Unified Certification Program (UCP) website: co
hftp://www3b.dot.state.fl.us/EgualOpportunityOfficeBusinessDirecry/
b) A certified DBE firm may only participate in a contract if it is performing a commercially cV
useful function. A certified DBE firm performs a commercially useful function when it is
responsible for execution of the work of the contract and is carrying out its responsibilities
by actually performing, managing, and supervising the work involved. To perform a
commercially useful function, the certified DBE firm must also be responsible, with respect
to materials and supplies used on the contract, for negotiating price, determining quality
and quantity, ordering the material, and installing (where applicable) and paying for the
material itself. c
3. Compliance with DBE goal requirements is a matter of responsibility. Information
demonstrating such compliance must be submitted with the bid at time of bid opening.
Bidder/Offeror must at least show an attempt to meet the DBE goal by providing
com pl eted Letters of Intent (LOI) between Bidder/Offerer and Disadvantaged Business
Enterprise (DBE) forms for each DBE — See Division III, Section 150-07 "Other Contract _
Provision"Attachment 2 for this form. Alternatively, Bidder/Offeror may show good faith efforts
to meet the DBE goal by providing an Application for Evaluation of Good Faith Effort to
Meet DBE Goals form - See Division III, Section 150-07 "Other Contract Provision" —
Attachment 3 for this form. Submittal of Attachment 3 also requires bidder/offer submittal of
supporting documentation of good faith efforts. Failure to meet the DBE goal or demonstrate
of good faith efforts to meet the DBE goal shall be grounds for a finding of non-responsibility.
In connection with the DBE goal, Bidder/Offeror may be deemed responsible in one of two
ways.
a) The first way you may be deemed responsible is by submitting Letters of Intent (LOIs)
from certified DBE firms which, cumulatively, fully meet the goal.
BIDDING REQUIREMENTS AND CONTRACT FORMS I-30
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b) If the Bidder/Offeror is unable to fully meet the DBE Goal, the second way the
Bidder/Offeror may be deemed responsible is by demonstrating good faith efforts to meet
the goal ("Good Faith Efforts") and submits a completed Application for Evaluation of
Good Faith Effort to Meet DBE Goals. The Bidder/Offeror should include any LOIs from
certified DBE firms which partially meet the DBE goal and additional documentation of _
good faith efforts on the part of the Bidder/Offeror to meet the DBE goal. Such Good Faith
Efforts shall be consistent with the guidance concerning good faith efforts provided by the
federal (U.S.) Department of Transportation, found in Title 49 CFR 26, Appendix A.
Without limiting the preceding sentence, documentation Bidder/Offeror may submit to
demonstrate Good Faith Efforts may include, but is not limited to:
i. Providing timely solicitation activities to certified DBE firms, including attendance
at pre-bid meetings, advertisements, or written notices;
ii. Identifying appropriate contract portions and scopes of work that certified DBE
firms could potentially perform; c
iii. Providing timely and adequate information to the certified DBE firms(including
plans and specifications);
iv. Good faith negotiation with each interested, certified DBE firm (including names i
and contact information of each DBE firm considered) with an explanation as to
why negotiations failed; and
V. Investigating DBE qualifications and capabilities; list reason(s) if a certified DBE -
firm is rejected. co
c) Bidder/Offeror shall submit Attachment 1, Attachment 2, and if needed, Attachment 3 with
relevant documentation at time of bid with bid submittal.
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4. Additional factors in Review of Good Faith Efforts: In evaluating your Good Faith Efforts, the
County may also consider the success other Bidder/Offerors that have responded to the
solicitation have had in meeting the DBE Goal.
5. Opportunity to Cure-The Airport's Disadvantage Business Enterprise Liaison Officer(DBELO)
shall review your bid/offer. If the DBELO discerns your intent to meet the DBE Goal, but
determines that your response contains technical errors or requires further documentation,
then the DBELO may provide you with three (3) business days to correct those errors or
provide documentation.
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6. Reconsideration of Lack of Good Faith Efforts - Within five (5) days of being informed by the c
Airport's DBELO that a bidder/offeror is not responsive because it has not documented
sufficient good faith efforts, the bidder or proposer may request administrative -
reconsideration. The bidder or proposer must make this request in writing to the Director of
Airports:
Director of Airports
Key West International Airport
3491 South Roosevelt Boulevard
Key West, Florida 33040
Phone: (305) 809- 5210
Following the receipt of the request for reconsideration the Director of Airports shall review
the request and shall either act as the Reconsideration Official or appoint a Reconsideration
BIDDING REQUIREMENTS AND CONTRACT FORMS 1-31
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Official to act on her behalf. The Reconsideration Official will not have a role in the original
determination that a bidder/offeror failed to meet the DBE goal or to document good faith
efforts. As part of the reconsideration, the bidder or proposer will have the opportunity to
provide written documentation or argument concerning the issue of whether it met the DBE
goal or made adequate good faith efforts to do so. The bidder or proposer will have the _
opportunity to meet the Reconsideration Official in person to discuss the issue of whether it
met the goal or made adequate good faith efforts. The Reconsideration Official will send the
bidder or proposer a written decision on reconsideration no later than seven (7) days prior to
the award of the contract, explaining the basis for finding that the bidder or proposer did or
did not meet the DBE goal or make adequate good faith efforts. In the event a bidder or
proposer protests the decision of the Reconsideration Official, the bidder or proposer must
appear at the Board of County Commissioners meeting at which the approval of the award of
contract is set to be heard. The bidder or proposer must submit a speaker's card and request
to be heard on the matter. The bidder or proposer shall be given an opportunity to be heard
before final award of the contract. The result of the reconsideration process is not
administratively appealable to the Department of Transportation — Federal Aviation
Administration (FAA). i
7. DBE participation shall be counted in accordance with 49 CFR 26.55.
8. Nothing herein shall be construed to indicate that a higher level of certified DBE firm co
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involvement above the stated DBE goal will give any person or entity that has responded to
the solicitation or bid an advantage over other responders who have met the DBE goal or
shown Good Faith Efforts, as determined by the County.
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BIDDING REQUIREMENTS AND CONTRACT FORMS I-32
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SECTION J
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DISADVANTAGED BUSINESS ENTERPRISE PROGRAM
(THIS FORM IS DUE AT TIME OF BID)
Contract
DBEs must be certified by a member of the Florida Unified Certification Program (FUCP) at time
of bid. A list of certified DBE firms is available in the FDOT's Business Directory, which can be
accessed online at the following:
htt s:// . ot.state. l.us/ al r) ort ity ice usi ess irect ry/
(As Required by Division III, Section 150 of the General Provisions)
DBE Subcontractors Subcontract Work Item Dollar Value of Subcontract
Names/Address Work
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CD
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Total Dollar Value of Subcontract Work $
Total Dollar Value of Basic Bid $
Total DBE Percent (Round to nearest 1/10 percent)
NOTE: The bidder must include with the bid proposal fully completed the Attachment 1 —
"Disadvantaged Business Enterprise(DBE) Utilization", and Attachment 2"Letter of Intent', and if needed
Attachment 3-Application for Evaluation of Good Faith Effort to Meet DBE Goals shown on Division III —Section
150-07"Other Contract Provision".
BIDDING REQUIREMENTS AND CONTRACT FORMS I-33
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SECTION K
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BIDDER'S AFFIDAVIT IN COMPLIANCE WITH FLORIDA TRENCH SAFETY ACT
(SECTION 553.60-553.64, FLORIDA STATUTES)
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STATE OF FLORIDA )
) SS
COUNTY OF MONROE )
BEFORE ME, the undersigned authority, personally appeared
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who, being duly sworn, deposes and says as follows:
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That he is the duly authorized representative of:
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(Name of Bidder)
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CD
being its
(Owner) (Partner) (President or other Corporate Officer)
and as such, has full authority to execute this Bidder's Affidavit.
1. The full legal name and business address of the person or entity submitting this bid:
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2. By submission of this bid and subsequent execution of this Contract, the
undersigned bidder certifies that as successful bidder (Contractor) all trench excavation
done within his control (by his own forces or by his subcontractors) shall be accomplished
in strict adherence with OSHA Trench Safety Standards contained in 19 CFR, s.1926.650, E
Sub-part P, including all subsequent revisions or updates to these Standards as adopted by
the Department of Labor and Employment Security.
3. The bidder acknowledges that included in the various items listed in the Schedule
BIDDING REQUIREMENTS AND CONTRACT FORMS I-34
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of Prices Bid and in the Total Amount Bid are costs for complying with Florida Trench Safety
Act (Sections 553.60-553.64, Florida Statutes). The bidder further identifies the costs to be
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summarized below:
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Trench SafetyMeasure Unit of
Measure Unit Unit Extended
(Description) (LF, SY) Quantity Cost Cost
A
B
0
C
D
TOTAL: $
Signature of Authorized Representative: CD
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CD
N
Title Date
NOTARIAL JURAT
STATE OF:
c
COUNTY OF: c
Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ online
notarization, on (date) by
(name of affiant). He/She is personally known to me or has produced
(type of identification) as identification.
NOTARY PUBLIC
BIDDING REQUIREMENTS AND CONTRACT FORMS I-35
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SECTION L
c
SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a), FLORIDA
STATUTES, ON PUBLIC ENTITY CRIMES
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This form must be signed and sworn to in the presence of a Notary Public or other
official authorized to administer oaths.
1. This sworn statement is submitted with Bid, Proposal or Contract No.
for
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2. This sworn statement is submitted by
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(name of entity submitting sworn statement)
whose business address is
co
CD
CD
and (if applicable) its Federal Employer Identification Number (FEIN) is: N
(If the entity has no FEIN, include the Social Security Number of the individual signing
this sworn statement: )
3. My name is and
(please print name of individual signing) c
my relationship to the entity named above is a,
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4. I understand that a "public entity crime", as defined in Paragraph 287.133(1)(g), Florida
Statutes, means a violation of any state or federal law by a person with respect to and -
directly related to the transaction of business with any public entity or with an agency or
political subdivision of any other state or of the United States, including, but not
limited to, any bid or contract for goods or services to be provided to any public entity or
an agency or political subdivision of any other state or of the United States and
involving anti-trust, fraud, theft, bribery, collusion, racketeering, conspiracy or
material misrepresentation.
5. I understand that "convicted" or "conviction", as defined in Paragraph
287.133(1)(6), Florida Statutes, means a finding of guilt or a conviction of a public
entity crime with or without an adjudication of guilt in any federal or state trial court of
record relating to charges brought by indictment or information after July 1, 1989, as a
BIDDING REQUIREMENTS AND CONTRACT FORMS I-36
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result of a jury verdict, non-jury trial or entry of a plea of guilty or nolo contendere.
6. 1 understand that an "affiliate", as defined in Paragraph 287.133(1)(a), Florida
Statutes, means:
a. A predecessor or successor of a person convicted of a public entity
crime; or
b. An entity under the control of any natural person who is active in the
management of the entity and who has been convicted of a public entity
crime. The term "affiliate" includes those officers, directors, executives,
partners, shareholders, employees, members and agents who are active in
the management of an affiliate. The ownership by one person of shares
constituting a controlling interest in another person or a pooling of equipment or c
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 i
who has been convicted of a public entity crime in Florida during the
preceding 36 months shall be considered an affiliate.
7. 1 understand that a "person", as defined in Paragraph 287.133(1)(e), Florida co
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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 cV
bids or applies to bid on contracts for the provision of goods or services let by a
public entity or which otherwise transacts or applies to transact business with a public
entity. The term "person" includes those officers, directors, executives, partners,
shareholders, employees, members and agents who are active in management of an
entity.
8. Based on information and belief, the statement which I have marked below is true c
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,
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directors, executives, partners, shareholders, employees, members or
agents who are active in the management of the entity, nor any affiliate of the
entity has been charged with and convicted of a public entity crime subsequent
to July 1, 1989.
The entity submitting this sworn statement or one or more of its officers,
directors, executives, partners, shareholders, employees, members or
agents who are active in the management of the entity or an affiliate of the
entity has been charged with and convicted of a public entity crime
subsequent to July 1, 1989, AND (please indicate which additional
statement applies)
There has been a proceeding concerning the conviction before a Hearing
Officer of the State of Florida, Division of Administrative Hearings. The
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Bid Documents Project Manual
Final Order entered by the Hearing Officer did not place the person or
affiliate on the convicted vendor list. (Please attach a copy of the Final
Order.)
The person or affiliate was placed on the convicted vendor list. There has
been a subsequent proceeding before a hearing officer of the State of
Florida, Division of Administrative Hearings. The Final Order entered by the
hearing officer determined that it was in the public interest to remove the
person or affiliate from the convicted vendor list. (Please attach a copy
of the Final Order.)
The person or affiliate has not been placed on the convicted vendor list.
(Please describe any action taken by or pending with the Department of
General Services.)
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Signature of Authorized Representative:
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Title Date
NOTARIAL JURAT
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STATE OF:
COUNTY OF:
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Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ online _
notarization, on (date) by
(name of affiant). He/She is personally known to me or has produced
(type of identification) as identification.
NOTARY PUBLIC
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SECTION M
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SWORN STATEMENT UNDER ORDINANCE NO. 10-1990 MONROE COUNTY,
FLORIDA
E
ETHICS CLAUSE
warrants that he/it has not
employed, retained or otherwise had act on his/its behalf any former County officer or employee
in violation of Section 2 of Ordinance No. 10-1990 or any County officer or employee in violation
of Section 3 of Ordinance No. 10-1990. For breach or violation of this provision the County may,
0
in its discretion, terminate this Contract without liability and may also, in its discretion, deduct
from the Contract or purchase price or otherwise recover the full amount of any fee, commission, i
percentage, gift or consideration paid to the former County officer or employee.
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(Signature)
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Date:
NOTARIAL JURAT
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STATE OF:
COUNTY OF:
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Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ online
notarization, on (date) by _
(name of affiant). He/She is personally known to me or has produced
(type of identification) as identification.
NOTARY PUBLIC
BIDDING REQUIREMENTS AND CONTRACT FORMS I-39
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SECTION N
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CERTIFICATION OF NONSEGREGATED FACILITIES
CONTRACT E
(As Required by Division III, Section 160 Subsection 160-02
Equal Employment Opportunity Requirements of the General Provisions)
The federally assisted construction contractor certifies that he does not maintain or provide for his
employees any segregated facilities at any of his establishments, and that he does not permit his
employees to perform their services at any location, under his control, where segregated facilities
are maintained. The federally assisted construction certifies further that he will not maintain or i
provide for his employees any 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, co
the term "segregated facilities" means any waiting rooms, work areas, restrooms and washrooms,
restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, cv
parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing
facilities provided for employees which are segregated by explicit directive or are in fact segregated
on the basis of race, color, religion, disability, sex, age, ancestry, marital status, familial status,
sexual orientation, gender identity, expression or national origin, because of habit, local custom, or
any other reason. The federally assisted construction agrees that (except where he has obtained
identical certifications from proposed subcontractors for specific time periods) he will obtain identical
certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000
which are not exempt from the provisions of the equal opportunity clause, and that he will retain
such certifications in his files
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Signature of Contractor Title
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SECTION O
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FEDERAL WAGE DECISION
"General Decision Number: FL20200022 05/15/2020
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Superseded General Decision Number: FL20190022
State: Florida
Construction Type: Building
County: Monroe County in Florida. i
BUILDING CONSTRUCTION PROJECTS (does not include single family
homes or apartments up to and including 4 stories). co
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Note: Under Executive Order (EO) 13658, an hourly minimum wage N
of$10.80 for calendar year 2020 applies to all contracts
subject to the Davis-Bacon Act for which the contract is
awarded (and any solicitation was issued) on or after January E
1, 2015. If this contract is covered by the EO, the contractor
must pay all workers in any classification listed on this wage
determination at least $10.80 per hour (or the applicable wage
rate listed on this wage determination, if it is higher) for
all hours spent performing on the contract in calendar year
2020. If this contract is covered by the EO and a
classification considered necessary for performance of work on
the contract does not appear on this wage determination, the
contractor must pay workers in that classification at least the
wage rate determined through the conformance process set forth
in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is
higher than the conformed wage rate). The EO minimum wage rate
will be adjusted annually. Please note that this EO applies to
BIDDING REQUIREMENTS AND CONTRACT FORMS 1-41
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the above-mentioned types of contracts entered into by the
federal government that are subject to the Davis-Bacon Act
itself, but it does not apply to contracts subject only to the
Davis-Bacon Related Acts, including those set forth at 29 CFR
5.1(a)(2)-(60). Additional information on contractor r
requirements and worker protections under the EO is available
at www.dol.gov/whd/govcontracts.
Modification Number Publication Date c
0 01/03/2020
1 05/15/2020 i
ELEC0349-003 09/02/2019CD
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Rates Fringes
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ELECTRICIAN......................$ 35.36 12.77
----------------------------------------------------------------
ENG10487-004 07/01/2013
0
Rates Fringes
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OPERATOR: Crane c
All Cranes Over 15 Ton
Capacity....................$ 29.00 8.80
Yard Crane, Hydraulic
Crane, Capacity 15 Ton and
Under.......................$ 22.00 8.80
----------------------------------------------------------------
I RON 0272-004 10/01/2019
Rates Fringes
BIDDING REQUIREMENTS AND CONTRACT FORMS I-42
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IRONWORKER, STRUCTURAL AND
REINFORCING......................$ 25.49 11.99
----------------------------------------------------------------
PAIN0365-004 08/01/2019
Rates Fringes
PAINTER: Brush Only.............$ 20.21 11.28
----------------------------------------------------------------
* SFFL0821-001 01/01/2020
i
Rates Fringes
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SPRINKLER FITTER (Fire
Sprinklers)......................$ 29.18 19.75----------------------------------------------------------------
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SH EE0032-003 12/01/2013
Rates Fringes
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SHEETMETAL WORKER (HVAC Duct
Installation)....................$ 23.50 12.18
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SUFL2009-059 05/22/2009
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Rates Fringes
CARPENTER........................$ 15.08 5.07
CEMENT MASON/CONCRETE FINISHER...$ 12.45 0.00
FENCE ERECTOR....................$ 9.94 0.00
BIDDING REQUIREMENTS AND CONTRACT FORMS I-43
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Bid Documents Project Manual
LABORER: Common or General......$ 8.02 0.00 0
�
LABORER: Pipe|ayer..............$ 10.45 0.00 '
OPERATOR: Baokhoe/Enoava�or � 1098 OOO +
� �—� � �
OPERATOR: Paver (Asphalt, �
Aggregate. and Concrete).........$ 9.58 0.00
OPERATOR: Pump � 11OO OOO �
� ------ � �
�
PAINTER: Ro|hyrandSnray--.$ 11.21 0.00
PLU��BER--------'$ 12.27 3.33 ��
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ROOFER: Built Up, ^~
Composition, Hot Tar and z
Single Ply.......................$ 14.33 0.00 -
SHEET METALWORKER, Excludes >
H\AAC Duct Installation...........$ 14.41 3.01
TRUCK DRIVER, Includes Dump 0
and 10`/ard Haul Away............$ 8.00 015
----------------------------------------------------------------
VVELDERS - Reoeiveratepreooibedfororaftmerf»nning
operation b»which welding is incidental.
================================================================ +~
Note: Executive Order /EC}\ 13700. Establishing Paid Sick Leave
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for Federal Contractors applies to all contracts subject to the
Davis-Bacon Act for which the contract is awarded (and any
solicitation was issued) on or after January 1, 2017. If this
contract is covered by the EO, the contractor must provide
employees with 1 hour of paid sick leave for every 30 hours r
they work, up to 56 hours of paid sick leave each year.
Employees must be permitted to use paid sick leave for their
own illness, injury or other health-related needs, including
preventive care; to assist a family member (or person who is
like family to the employee) who is ill, injured, or has other
health-related needs, including preventive care; or for reasons
resulting from, or to assist a family member (or person who is i
like family to the employee) who is a victim of, domestic
violence, sexual assault, or stalking. Additional informationco
on contractor requirements and worker protections under the EO
is available at www.dol.gov/whd/govcontracts. cV
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Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29CFR 5.5 (a) (1) (ii)). c
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The body of each wage determination lists the classification
and wage rates that have been found to be prevailing for the
cited type(s) of construction in the area covered by the wage
determination. The classifications are listed in alphabetical
order of""identifiers"" that indicate whether the particular
rate is a union rate (current union negotiated rate for local),
a survey rate (weighted average rate) or a union average rate
BIDDING REQUIREMENTS AND CONTRACT FORMS I-45
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(weighted union average rate).
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Union Rate Identifiers
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A four letter classification abbreviation identifier enclosed r
in dotted lines beginning with characters other than ""SU"" or
""UAVG"" denotes that the union classification and rate were
prevailing for that classification in the survey. Example:
PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of
the union which prevailed in the survey for this
classification, which in this example would be Plumbers. 0198
indicates the local union number or district council number i
where applicable, i.e., Plumbers Local 0198. The next number,
005 in the example, is an internal number used in processingco
the wage determination. 07/01/2014 is the effective date of the
most current negotiated rate, which in this example is July 1, cV
2014. `V
Union prevailing wage rates are updated to reflect all rate
changes in the collective bargaining agreement (CBA) governing
this classification and rate. c
Survey Rate Identifiers
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Classifications listed under the ""SU"" identifier indicate that
no one rate prevailed for this classification in the survey and
the published rate is derived by computing a weighted average
rate based on all the rates reported in the survey for that
classification. As this weighted average rate includes all
rates reported in the survey, it may include both union and
non-union rates. Example: SULA2012-007 5/13/2014. SU indicates
the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates
BIDDING REQUIREMENTS AND CONTRACT FORMS I-46
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the State of Louisiana. 2012 is the year of survey on which
these classifications and rates are based. The next number, 007 c
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in the example, is an internal number used in producing the
wage determination. 5/13/2014 indicates the survey completion
date for the classifications and rates under that identifier. r
Survey wage rates are not updated and remain in effect until a
new survey is conducted.
Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate i
that no single majority rate prevailed for those
classifications; however, 100% of the data reported for theco
--
classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union cV
average rate. OH indicates the state. The next number, 0010 in
the example, is an internal number used in producing the wage
determination. 08/29/2014 indicates the survey completion date
for the classifications and rates under that identifier.
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A UAVG rate will be updated once a year, usually in January of
each year, to reflect a weighted average of the current
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negotiated/CBA rate of the union locals from which the rate is c
based.
----------------------------------------------------------------
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can
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be:
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* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on r
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 i
Davis-Bacon survey program. If the response from this initial
contact is not satisfactory, then the process described in 2.) co
and 3.) should be followed.
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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 c
Wage and Hour Division
U.S. Department of Labor
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200 Constitution Avenue, N.W. c
Washington, DC 20210
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2.) If the answer to the question in 1.) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. Department of Labor
BIDDING REQUIREMENTS AND CONTRACT FORMS I-48
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200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the
interested party's position and by any information (wage r
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:
i
Administrative Review Board
U.S. Department of Laborco
--
200 Constitution Avenue, N.W.
Washington, DC 20210 cV
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4.) All decisions by the Administrative Review Board are final.
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END OF GENERAL DECISION"
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SECTION P
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CERTIFICATION REGARDING DEBARTMENT, SUSPENSION, INELIGIBILITY, AND
VOLUNTARY EXCLUSION - 49 CFR PART 29
E
(Version 1, 5/90)
The bidder/offerer certifies, by submission of this proposal or acceptance of this contract,
that neither it nor its principals is presently debarred, suspended, proposed for debarment,
declared ineligibility, or voluntarily excluded from participation in this transaction by any
Federal department or agency. It further agrees by submitting this proposal that it will include this
cause without modification in all lower tier transactions, solicitations, proposals, contracts, and i
subcontracts. Where the bidder/offerer/contractor any lower tier participant is unable to
certify to this statement, it shall attach an explanation to this solicitation/proposal.
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BIDDING REQUIREMENTS AND CONTRACT FORMS I-50
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SECTION Q
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NON-COLLUSION AFFIDAVIT
I, of the city of according
to law on my oath, and under penalty of perjury, depose and say that:
1) I am e®
of the firm of ,
the bidder making the bid proposal for the project described in the Notice for Calling for
bids for:
and that I executed the said proposal with full authority to do so:
2) The prices in this bid have been arrived at independently without collusion, consultation,
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; i
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 --
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4) No attempt has been made or will be made by the bidder to induce any other person,
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partnership or corporation to submit, or not to submit, a bid for the purpose of restricting
competition; N
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.
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(Signature of the Bidder) (Date)
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NOTARIAL JURAT
STATE OF:
COUNTY OF:
Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ online
notarization, on (date) by
(name of affiant). He/She is personally known to me or has produced
(type of identification) as identification.
NOTARY PUBLIC
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SECTION R
TEXTING WHILE DRIVING
In accordance with Executive Order 13513, "Federal Leadership on Reducing Text
Messaging While Driving" (10/1/2009) and DOT Order 3902.10 "Text Messaging
While Driving" (12/30/2009), the FAA encourages recipients of Federal grant
funds to adopt and enforce safety policies that decrease crashes by distracted
drivers, including policies to ban text messaging while driving when performing
work related to a grant or sub-grant.
In support of this initiative, the Owner encourages the Contractor to promote
policies and initiatives for its employees and other work personnel that decrease
crashes by distracted drivers, including policies that ban text messaging while i
driving motor vehicles while performing work activities associated with the
project. The Contractor must include the substance of this clause in all sub-tier
contracts exceeding $3,500 and involve driving a motor vehicle in performance of
work activities associated with the project. co
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BIDDING REQUIREMENTS AND CONTRACT FORMS I-52
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SECTION S
PROCUREMENT OF RECOVERED MATERIALS
Contractor and subcontractor agree to comply with Section 6002 of the Solid
Waste Disposal Act, as amended by the Resource Conservation and Recovery
Act, and the regulatory provisions of 40 CFR Part 247. In the performance of this
contract and to the extent practicable, the Contractor and subcontractors are to
use of products containing the highest percentage of recovered materials for items
designated by the Environmental Protection Agency (EPA) under 40 CFR Part 247
whenever:
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a) The contract requires procurement of $10,000 or more of a designated
item during the fiscal year; or, i
b) The contractor has procured $10,000 or more of a designated item using
Federal funding during the previous fiscal year.
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The list of EPA-designated items is available at
www. ov/eaaste/conserve/tools/c /products/.
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Section 6002(c) establishes exceptions to the preference for recovery of EPA-
designated products if the contractor can demonstrate the item is:
a) Not reasonably available within a timeframe providing for compliance
with the contract performance schedule;
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b) Fails to meet reasonable contract performance requirements; or
c) Is only available at an unreasonable price.
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BIDDING REQUIREMENTS AND CONTRACT FORMS I-53
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SECTION T
VENDOR CERTIFICATION REGARDING SCRUTINIZED COMPANIES LISTS
Project Description(s):
Respondent Vendor Name:
Vendor FEIN:
Vendor's Authorized Representative Name and Title:
Address:
City: State: Zip:
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Phone Number:
Email Address: i
Section 287.135, Florida Statutes prohibits a company from bidding on, submitting a proposal for, or
entering into or renewing a contract for goods or services of any amount if, at the time of contracting or >-
renewal,the company is on the Scrutinized Companies that Boycott Israel List,created pursuant to Section
215.4725, Florida Statutes, or is engaged in a Boycott of Israel. Section 287.135, Florida Statutes, also
prohibits a company from bidding on, submitting a proposal for,or entering into or renewing a contract for
goods or services of$1,000,000 or more, that are on either the Scrutinized Companies with Activities in N
Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector Lists which
were created pursuant to s.215.473,Florida Statutes,or is engaged in business operations in Cuba or Syria.
As the person authorized to sign on behalf of Respondent, I hereby certify that the company identified
above in the Section entitled "Respondent Vendor Name" is not listed on the Scrutinized Companies that
Boycott Israel List or engaged in a boycott of Israel and for Projects of$1,000,000 or more is not listed on
either the Scrutinized Companies with Activities in Sudan List,the Scrutinized Companies with Activities
6
in the Iran Petroleum Energy Sector List, or engaged in business operations in Cuba or Syria.
I understand that pursuant to Section 287.135, Florida Statutes,the submission of a false certification may
subject company to civil penalties, attorney's fees, and/or costs. I further understand that any contract with
the County may be terminated, at the option of the County, if the company is found to have submitted a
false certification or has been placed on the Scrutinized Companies that Boycott Israel List or engaged in a c
boycott of Israel or placed on the Scrutinized Companies with Activities in Sudan List or the Scrutinized
Companies with Activities in the Iran Petroleum Energy Sector List or been engaged in business operations _
in Cuba or Syria. E
Certified By: who is authorized
to sign on behalf of the above referenced company.
Authorized Signature:
Print Name:
Title:
Note: The List are available at the following Department of Management Services Site:
littp://N','WW.dms.mvflon'da.com/business_operations/state purchasing/vendor info ration/convicted_s s
pended discminatory_coplaints vendor lists
BIDDING REQUIREMENTS AND CONTRACT FORMS I-54
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CONTRACT
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CONTRACT 11-2
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DIVISION II
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CONTRACT
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SECTION A - PUBLIC CONSTRUCTION BOND ......................................................................... II-5
SECTION B - CERTIFICATE OF OWNER'S ATTORNEY (N/A) ..............................................II-15
SECTION C -ACKNOWLEDGMENT FOR CHANGE ORDERS...............................................II-17
SECTION D - CONTRACT .......................................................................................II-19
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CONTRACT 11-3
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CONTRACT 11-4
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SECTION A
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PUBLIC CONSTRUCTION BOND
By this Bond, We as Principal, whose
principal business address is as
corporation, as Surety, are bound to Monroe County hereinafter called County, in
the sum of U.S. Dollars $ (Minimum 100% of total bid amount) for
payment which we bind ourselves, our heirs, personal representatives, successors, and
assigns, jointly and severally.
THE CONDITION OF THIS BOND is that if Principal:
1. Performs the contract dated, 2020 between Principal and County for
construction of Terminal Re-Roof Rehabilitation the Contract being made a part of this
Bond by reference, at the times and in the manner prescribed in the Contract.
2. Promptly make payments to all claimants, as defined in Section 255.05 (1), Florida co
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Statutes, supplying Principal with labor, materials, or supplies, used directly or indirectly by
Principal in the prosecution of the work provided for in the Contract, which is made a part
of this bond by reference, and in the times and in the manner prescribed in the Contract;
and
3. Pays the County all losses, damages, expenses, costs and attorney's fees,
including appellate proceedings, that County sustains because of a failure by Principal
under the Contract; and
4. Performs the guarantee of all work and materials furnished under the Contract for
the time specified in the Contract, then this Bond is void; otherwise it remains in full
force.
This bond is subject to the provisions of Section 255.05, Florida Statues. Any changes
in or under the Contract Documents and compliance or non-compliance with any
formalities connected with the Contract or the changes does not affect Surety's
obligation under this Bond.
Bond of contractor constructing public buildings; form; action by material men
(Florida Statues-Section 255.05)
(1)(a) Any person entering into a formal contract with the state or any county, city, or
political subdivision thereof, or other public authority or private entity, for the
construction of a public building, for the prosecution and completion of a public work, or for
repairs upon a public building or public work shall be required, before commencing
CONTRACT 11-5
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the work or before recommencing the work after a default or abandonment, to execute, deliver
to the public owner, and record in the public records of the county where the improvement is
located, a payment and performance bond with a surety insurer authorized to do
business in this state as surety. A public entity may not require a contractor to secure a
surety bond under this section from a specific agent or bonding company. The bond must state
on its front page: the name, principal business address, and phone number of the
contractor, the surety, the owner of the property being improved, and, if different from
the owner, the contracting public entity; the contract number assigned by the contracting
public entity; and a description of the project sufficient to identify it, such as a legal
description or the street address of the property being improved, and a general description of
the improvement. Such bond shall be conditioned upon the contractor's performance of the
construction work in the time and manner prescribed in the contract and promptly making
payments to all persons defined in s. 713.01 who furnish labor, services, or materials for the
prosecution of the work provided for in the contract. Any claimant may apply to the
governmental entity having charge of the work for copies of the contract and bond and shall
thereupon be furnished with a certified copy of the contract and bond. The claimant shall have
a right of action against the contractor and surety for the amount due him or her, including
unpaid finance charges due under the claimant's contract. Such action shall not involve >_
the public authority in any expense. At the discretion of the official or board awarding such --
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contract when such work is done for any county, city, political subdivision, or public
authority, any person entering into such a contract which is for $200,000 or less may be
exempted from executing the payment and performance bond. In the event such
exemption is granted, the officer or officials shall not be personally liable to persons suffering
loss because of granting such exemption. Any provision in a payment bond furnished for public
work contracts as provided by this subsection which restricts the classes of persons as defined
in s. 713.01 protected by the bond or the venue of any proceeding relating to such bond is
unenforceable.
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(b) The Department of Management Services shall adopt rules with respect to all
contracts for $200,000 or less, to provide:
1. Procedures for retaining up to 10 percent of each request for payment submitted by a
contractor and procedures for determining disbursements from the amount retained on a pro
rata basis to laborers, material men, and subcontractors, as defined in s. 713.01.
2. Procedures for requiring certification from laborers, material men, and subcontractors, as
defined in s. 713.01, prior to final payment to the contractor that such laborers, material men,
and subcontractors have no claims against the contractor resulting from the completion of
the work provided for in the contract.
The state shall not be held liable to any laborer, material man, or subcontractor for any
amounts greater than the pro rata share as determined under this section.
(c)1. The amount of the bond shall equal the contract price, except that for a contract in excess
of $250 million, if the state, county, municipality, political subdivision, or other public entity
finds that a bond in the amount of the contract price is not reasonably available, the public
owner shall set the amount of the bond at the largest amount reasonably available,
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but not less than $250 million.
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2. For construction-management or design-build contracts, if the public owner does not
include in the bond amount the cost of design or other non-construction services, the
bond may not be conditioned on performance of such services or payment to persons
furnishing such services. Notwithstanding paragraph (a), such a bond may exclude
persons furnishing such services from the classes of persons protected by the bond.
(2)(a)1 . If a claimant is no longer furnishing labor, services, or materials on a project, a
contractor or the contractor's agent or attorney may elect to shorten the prescribed time in
this paragraph within which an action to enforce any claim against a payment bond provided
pursuant to this section may be commenced by recording in the clerk's office a notice in
substantially the following form:
NOTICE OF CONTEST OF CLAIM
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AGAINST PAYMENT BONDCD
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To: (Name and address of claimant)
You are notified that the undersigned contests your notice of nonpayment, dated
and served on the undersigned on
and that the time within which you may file suit to
enforce your claim is limited to 60 days after the date of service of this notice.
Dated On:
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Signed: (Contractor or Attorney)
The claim of any claimant upon whom such notice is served and who fails to institute a suit to
enforce his or her claim against the payment bond within 60 days after service of such notice
shall be extinguished automatically. The clerk shall mail a copy of the notice of contest to the
claimant at the address shown in the notice of nonpayment or most
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recent amendment thereto and shall certify to such service on the face of such notice
and record the notice. Service is complete upon mailing.
2. A claimant, except a laborer, who is not in privity with the contractor shall, before
commencing or not later than 45 days after commencing to furnish labor, services, or
materials for the prosecution of the work, furnish the contractor with a written notice that he
or she intends to look to the bond for protection. A claimant who is not in privity with the
contractor and who has not received payment for his or her labor, services, or
materials shall deliver to the contractor and to the surety written notice of the
performance of the labor or delivery of the materials or supplies and of the nonpayment.
The notice of nonpayment may be served at any time during the progress of the work or
thereafter but not before 45 days after the first furnishing of labor, services, or materials,
and not later than 90 days after the final furnishing of the labor, services, or materials by
the claimant or, with respect to rental equipment, not later than 90 days after the date
that the rental equipment was last on the job site available for use. Any notice of
nonpayment served by a claimant who is not in privity with the contractor which includes
sums for retainage must specify the portion of the amount claimed for retainage. No
action for the labor, materials, or supplies may be instituted against the contractor or the
surety unless both notices have been given. Notices required or permitted under this co
section may be served in accordance with s. 713.18. A claimant may not waive in
advance his or her right to bring an action under the bond against the surety. In any
action brought to enforce a claim against a payment bond under this section, the
prevailing party is entitled to recover a reasonable fee for the services of his or her
attorney for trial and appeal or for arbitration, in an amount to be determined by the
court, which fee must be taxed as part of the prevailing party's costs, as allowed in
equitable actions. The time periods for service of a notice of nonpayment or for bringing an E
action against a contractor or a surety shall be measured from the last day of
furnishing labor, services, or materials by the claimant and shall not be measured by
other standards, such as the issuance of a certificate of occupancy or the issuance of a
certificate of substantial completion.
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(b) When a person is required to execute a waiver of his or her right to make a claim against
the payment bond in exchange for, or to induce payment of, a progress payment,
the waiver may be in substantially the following form:
WAIVER OF RIGHT TO CLAIM
AGAINST THE PAYMENT BOND
(PROGRESS PAYMENT)
The undersigned, in consideration of the sum of$ hereby waives its right to claim
against the payment bond for labor, services, or materials furnished through insert
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date to (insert the name of your customer) on the job of (insert the name of the owner),_
for improvements to the following described project:
Terminal Re-Roof Rehabilitation This waiver does not cover any retention or any labor,
services, or materials furnished after the date specified.
DATED ON
(Claimant)
By-
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(c) When a person is required to execute a waiver of his or her right to make a claim against
the payment bond, in exchange for, or to induce payment of, the final payment, the waiver
may be in substantially the following form:
WAIVER OF RIGHT TO CLAIM
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AGAINST THE PAYMENT BOND (FINAL PAYMENT) CD
CD
The undersigned, in consideration of the final payment in the amount of$ _ hereby
waives its right to claim against the payment bond for labor, services, or materials
furnished to (insert the name of your customer) on the job of (insert the name of the owner),
for improvements to the following described project:
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Terminal Re-Roof Rehabilitation
DATED ON
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Claimant
By:
(d) A person may not require a claimant to furnish a waiver that is different from the
forms in paragraphs (b) and (c).
(e) A claimant who executes a waiver in exchange for a check may condition the waiver
on payment of the check.
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(f) A waiver that is not substantially similar to the forms in this subsection is enforceable in
accordance with its terms.
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(3) The bond required in subsection (1) may be in substantially the following form: PUBLIC
CONSTRUCTION BOND
Bond No. (enter bond number) E
BY THIS BOND, We as Principal and a corporation, as Surety, are
bound to herein called Owner, in the sum of$ for payment of which we
bind ourselves, our heirs, personal representatives, successors, and assigns, jointly and severally.
THE CONDITION OF THIS BOND is that if Principal:
1. Performs the contract dated between Principal and Owner for
construction of the contract being made a part of this bond by reference, at the
times and in the manner prescribed in the contract; and
2. Promptly makes payments to all claimants, as defined in Section 255.05(1), Florida Statutes,
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supplying Principal with labor, materials, or supplies, used directly or indirectly by Principal in the
prosecution of the work provided for in the contract; andco
3. Pays Owner all losses, damages, expenses, costs, and attorney's fees, including appellate
proceedings, that Owner sustains because of a default by Principal under the contract; and
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4. Performs the guarantee of all work and materials furnished under the contract for the time
specified in the contract, then this bond is void; otherwise it remains in full force.
Any action instituted by a claimant under this bond for payment must be in accordance with the
notice and time limitation provisions in Section 255.05(2), Florida Statutes.
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Any changes in or under the contract documents and compliance or noncompliance with any
formalities connected with the contract or the changes does not affect Surety's obligation under this
bond.
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DATED ON c
(Name of Principal)
E
By (As Attorney in Fact)
(Name of Surety)
(4) The payment bond provisions of all bonds required by subsection (1) shall be construed
and deemed statutory payment bonds furnished pursuant to this section and such bonds shall not
under any circumstances be converted into common law bonds.
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(5) In addition to the provisions of chapter 47, any action authorized under this section may
be brought in the county in which the public building or public work is being constructed
or repaired. This subsection shall not apply to an action instituted prior to May 17, 1977.
(6) All payment bond forms used by a public owner and all payment bonds executed pursuant
to this section by a surety shall make reference to this section by number and shall contain
reference to the notice and time limitation provisions in subsection (2).
(7) In lieu of the bond required by this section, a contractor may file with the state, county,
city, or other political authority an alternative form of security in the form of cash, a money order,
a certified check, a cashier's check, an irrevocable letter of credit, or a security of a type listed
in part II of chapter 625. Any such alternative form of security shall be for the same
purpose and be subject to the same conditions as those applicable to the bond required
by this section. The determination of the value of an alternative form of security shall be made
by the appropriate state, county, city, or other political subdivision.
i
(8) When a contractor has furnished a payment bond pursuant to this section, he or she may,
when the state, county, municipality, political subdivision, or other public authority makes any >_
payment to the contractor or directly to a claimant, serve a written demand on any claimant
who is not in privity with the contractor for a written statement under oath of his or her co
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account showing the nature of the labor or services performed and to be performed, if any; the
materials furnished; the materials to be furnished, if known; the amount paid on account to
date; the amount due; and the amount to become due, if known, as of the date of the
statement by the claimant. Any such demand to a claimant who is not in privity with the
contractor must be served on the claimant at the address and to the attention of any person
who is designated to receive the demand in the notice to contractor served by the
claimant. The failure or refusal to furnish the statement does not deprive the claimant E
of his or her rights under the bond if the demand is not served at the address of the claimant
or directed to the attention of the person designated to receive the demand in the notice to
contractor. The failure to furnish the statement within 30 days after the demand, or the
furnishing of a false or fraudulent statement, deprives the claimant who fails to furnish the
statement, or who furnishes the false or fraudulent statement, of his or her rights under the
bond. If the contractor serves more than one demand for statement of account on a claimant
and none of the information regarding the account has changed since the claimant's last
response to a demand, the failure or refusal to furnish such statement does not deprive the -
claimant of his or her rights under the bond. The negligent inclusion or omission of any
information deprives the claimant of his or her rights under the bond to the extent that the
contractor can demonstrate prejudice from such act or omission by the claimant. The
failure to furnish a response to a demand for statement of account does not affect the validity
of any claim on the bond being enforced in a lawsuit filed before the date the demand for
statement of account is received by the claimant.
(9) On any public works project for which the public authority requires a performance and
payment bond, suits at law and in equity may be brought and maintained by and
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against the public authority on any contract claim arising from breach of an express provision or an
implied covenant of a written agreement or a written directive issued by the public authority c
pursuant to the written agreement. In any such suit, the public authority and the contractor
shall have all of the same rights and obligations as a private person under a like contract
except that no liability may be based on an oral modification of either the written contract
or written directive. Nothing herein shall be construed to waive the sovereign immunity of the state
and its political subdivisions from equitable claims and equitable remedies. The provisions of this e®
subsection shall apply only to contracts entered into on or after July 1, 1999. ,
(10) An action, except an action for recovery of retainage, must be instituted against the contractor
or the surety on the payment bond or the payment provisions of a combined payment and
performance bond within 1 year after the performance of the labor or completion of delivery of the
materials or supplies. An action for recovery of retainage must be instituted against the
contractor or the surety within 1 year after the performance of the labor or completion of
delivery of the materials or supplies; however, such an action may not be instituted until one of the
following conditions is satisfied: i
(a) The public entity has paid out the claimant's retainage to the contractor, and the time provided >-
under s. 218.735 or s. 255.073(3) for payment of that retainage to the claimant has expired; !i°
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(b) The claimant has completed all work required under its contract and 70 days have passed
since the contractor sent its final payment request to the public entity; or
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(c) At least 160 days have passed since reaching substantial completion of the
construction services purchased, as defined in the contract, or if not defined in the contract,
since reaching beneficial occupancy or use of the project.
(d) The claimant has asked the contractor, in writing, for any of the following information and the
contractor has failed to respond to the claimant's request, in writing, within 10 days after receipt of
the request:
1. Whether the project has reached substantial completion, as that term is defined in the contract,
or if not defined in the contract, if beneficial occupancy or use of the project has occurred. c
2. Whether the contractor has received payment of the claimant's retainage, and if so, the date
the retainage was received by the contractor. E
3. Whether the contractor has sent its final payment request to the public entity, and if so, the
date on which the final payment request was sent.
If none of the conditions described in paragraph (a), paragraph (b), paragraph (c), or paragraph (d)
is satisfied and an action for recovery of retainage cannot be instituted within the 1-year limitation
period set forth in this subsection, this limitation period shall be extended until 120 days after one
of these conditions is satisfied.
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Principal agrees to record this Bond in the Official Records for Monroe County before
the commencement of the work subject of this Bond.
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Dated on:
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PRINCIPAL:
Address:
By:
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As Attorney-in-Fact
SURETY: Address: CD
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Claims against this Bond are subject to the notice and time provisions set forth in Section
255.05, Florida Statutes.
In accordance with the provisions of Section 255.05, Florida Statutes, the Contractor shall
provide to the County a hundred (100) percent Performance Bond and a hundred (100) percent
Labor and Material Payment Bond each in an amount not less than the total construction cost.
To be acceptable to the County as Surety for Performance Bonds and Labor and Material
Payment Bonds, a Surety Company shall comply with the following provisions:
c
1. The Surety Company shall have a currently valid Certificate of Authority, c
issued by the State of Florida, Department of Insurance, authorizing it to write
surety bonds in the State of Florida. -
E
2. The Surety Company shall have currently valid Certificate of Authority
issued by the United States Department of Treasury under Sections 9304 to 9308
of Title 31 of the United States Code.
3. The Surety Company shall be in full compliance with the provisions of the
Florida Insurance Code.
4. The Surety Company shall have at least twice the minimum surplus and
capital required by the Florida Insurance Code at the time the invitation to
bid is issued.
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5. If the Contract Award Amount exceeds Five Hundred Thousand
($500,000), the Surety Company shall also comply with the following
provisions:
A. The Surety Company shall have at least the following minimum ratings in
the latest issue of Best's Key Rating Guide.
POLICYHOLDER'S REQUIRED
CONTRACT AMOUNT RATING FINANCIAL RATING
$ 500,000 TO 1,000,000 A- CLASS 1
0
$1,000,000 TO 2,000,000 A- CLASS II
$2,000,000 TO 5,000,000 A- CLASS III
$5,000,000 TO 10,000,000 A- CLASS IV co
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$10,000,000 TO 25,000,000 A- CLASS VCD
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$25,000,000 TO 50,000,000 A- CLASS V
$50,000,000 TO 100,000,000 A- CLASS V
II
$50,000,000 TO 100,000,000 A- CLASS V I I
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B. The Surety Company shall not expose itself to any loss on any one risk in
an amount exceeding ten (10) percent of its surplus to policyholders,
provided:
(a) Any risk or portion of any risk being reinsured shall be
deducted in determining the limitation of the risk as prescribed in
this section. These minimum requirements shall apply to the
reinsuring carrier providing authorization or approval by the State
of Florida, Department of Insurance to do business in this state
have been met. E
(b) In the case of the surety insurance company, in addition to
the deduction for reinsurance, the amount assumed by any co-
surety, the value of any security deposited, pledged or held
subject to the consent of the surety and for the protection of
the surety shall be deducted.
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S E C T I O N B
c
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CERTIFICATE OF OWNER'S ATTORNEY
THIS SECTION IS NOT INCLUDED
0
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CD
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CONTRACT 11-15
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c
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CONTRACT 11-16
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S E C T I O N C
c
0
ACKNOWLEDGMENT FOR CHANGE ORDERS
E
TO: Monroe County Board of Commissioners
Key West, Florida
REF: Terminal Re-Roof Rehabilitation
Florida Keys Marathon International Airport
Gentlemen:
In order to avoid the necessity of extensive amendments to the referred contract, the
undersigned acknowledges hereby that the following conditions are those for which co
change orders are allowed under the Bid Law:
N
1 . Unusual and difficult circumstances which arose during the course of the
execution of the contract which could not have been reasonably foreseen.
2. Where competitive bidding for the new work for new money will work to the
serious detriment of the awarding authority. E
0
3. Emergencies arising during the course of the work.
4. Changes or alterations provided for in the original bid and originals contract
c
0
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Contractor
By:
Title:
CONTRACT 11-17
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c
0
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0
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INTENTIONALLY LEFT BLANK
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CONTRACT 11-18
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S E C T I O N D
c
CONTRACT
Terminal Re-Roof Rehabilitation
Florida Keys Marathon International Airport
THIS AGREEMENT made and entered into the day of
by and between _ Contractor,
and the Monroe County Board of Commissioners, Key West, Florida, Owner.
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WITNESSETH:
That the Contractor, for the consideration hereinafter fully set out hereby agrees with the
Owner as follows:
1. That the Contractor, shall furnish all the materials, and perform all of the work in the
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manner and form as provided by the following enumerated documents;
Instruction to Bidders, Form of Proposal, General Provisions, Special Provisions,
Technical Specifications, Form of Contract, Form of Bond, Drawings and Addenda,
which are attached hereto and made a part hereof, as if fully contained herein, for
the construction of:
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Monroe County, Florida
2. That the Contractor shall commence the work to be performed under this
agreement on a date to be specified in a written order of the Owner and shall
fully complete all work hereunder within one hundred eighty (180) calendar days
from the Notice-to-Proceed (Construction) as per Special Provision No. 2.
3. The Owner hereby agrees to pay to the Contractor for the faithful performance of the
agreement, subject to additions and deductions as provided in the
contract documents the Contract Lump sum of
----------------------------------------------------
Dollars
($ )
4. On or before the 15th day of each calendar month, the Owner shall make partial
payment to the Contractor on the basis of a duly certified and approved estimate of
work performed during the preceding calendar month by the Contractor. County
shall pay in accordance with the Florida Local Government Prompt Payment Act. Each
Application for Payment shall be based upon the Schedule of Values for the project.
The Schedule of Values shall allocate the entire Contract Sum among the various
portions of the Work and be prepared in such form and supported by such data to
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substantiate its accuracy as the Director of Airports may require. This schedule, unless
objected to by the Director of Airports, shall be used as a basis for reviewing the
Contractor's Applications for Payment. Applications for Payment shall indicate the c
percentage of completion of each portion of the Work as of the end of the period
covered by the Application for Payment. Subject to the provisions of the Contract
Documents, the amount of each progress payment shall be computed as follows: Take
that portion of the Contract Sum properly allocable to completed Work as determined
by multiplying the percentage completion of each portion of the Work by the share of
the total Contract Sum allocated to that portion of the Work, less retainage of ten percent
10%. Payment will be made after delivery and inspection by County and upon submission
of invoices with supporting documentation acceptable to the Clerk, on a monthly schedule
in arrears. Acceptability to the Clerk is based on generally accepted accounting principles
and such laws, rules and regulations as may govern the Clerk's disbursal of funds.
0
5. Upon submission by the Contractor of evidence satisfactory to the Owner that all
payrolls, material bills and other costs incurred by the Contractor in connection
with the construction of the work have been paid in full, final payment on account of i
this agreement shall be made within twenty (20) days after the completion by the
Contractor of all work covered by this agreement and the acceptance of such work >-
by the Owner. !i°
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6. It is mutually agreed between the parties hereto that time is of the essence in this
contract and in the event the construction of the work is not completed within the
time herein specified, it is agreed that from the compensation otherwise to be
paid to the Contractor, the Owner may retain the amounts described in the
Liquidated Damages, Special Provision No. 3, per day for each day thereafter,
Sundays and holidays included, that the work remains uncompleted, which sum shall
represent the actual damages which the Owner will have sustained per day by failure E
of the Contractor to complete the work within the time stipulated and this sum is
not a penalty being the stipulated damages the Owner will have sustained in
the event of such default by the Contractor.
7. It is further mutually agreed between the parties hereto that if at any time after
the execution of this agreement and the surety bond hereto attached for its c
faithful performance, the Owner shall deem the surety or sureties upon such
bond to be unsatisfactory, or if, for any reason, such bond ceases to be adequate to
cover the performance of the work, the Contractor shall, at its expense within five E
(5) days after the receipt of notice from the Owner so to do, furnish an e®
additional bond or bonds in such form and amount and with such surety or
sureties as shall be satisfactory to the Owner. In such event, no further payment to
the Contractor shall be deemed to be due under this agreement until such new or
additional security for the faithful performance of the work shall be furnished in E
manner and form satisfactory to the Owner.
8. MAINTENANCE OF RECORDS: Contractor shall maintain all books, records, and
documents directly pertinent to performance under this Agreement in accordance
with generally accepted accounting principles consistently applied. Records shall be
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retained for a period of seven years from the termination of this agreement or for a
period of three years from the submission of the final expenditure report as per
2 CFR §200.333, whichever is greater. Each party to this Agreement or its authorized c
representatives shall have reasonable and timely access to such records of each other
party to this Agreement for public records purposes during the term of the Agreement
and for seven years following the termination of this Agreement. If an auditor employed
by the County or Clerk determines that monies paid to Contractor pursuant to this
Agreement were spent for purposes not authorized by this Agreement, or were wrongfully
retained by the Contractor, the Contractor shall repay the monies together with
interest calculated pursuant to Sec. 55.03, of the Florida Statutes, running from the date
the monies were paid by the County.
9. PUBLIC ACCESS. Public Records Compliance. Contractor must comply with
Florida public records laws, including but not limited to Chapter 119, Florida Statutes
and Section 24 of article I of the Constitution of Florida. The County and Contractor
shall allow and permit reasonable access to, and inspection of, all documents,
records, papers, letters or other "public record" materials in its possession or under i
its control subject to the provisions of Chapter 119, Florida Statutes, and made or
received by the County and Contractor in conjunction with this contract and related >-
to contract performance. The County shall have the right to unilaterally cancel this !i°
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contract upon violation of this provision by the Contractor. Failure of the Contractor
to abide by the terms of this provision shall be deemed a material breach of this
contract and the County may enforce the terms of this provision in the form of a court
proceeding and shall, as a prevailing party, be entitled to reimbursement of all
attorney's fees and costs associated with that proceeding. This provision shall
survive any termination or expiration of the contract.
The Contractor is encouraged to consult with its advisors about Florida Public E
Records Law in order to comply with this provision.
0
Pursuant to F.S. 119.0701 and the terms and conditions of this contract, the
Contractor is required to: a,
(1) Keep and maintain public records that would be required by the County to
perform the service.
(2) Upon receipt from the County's custodian of records, provide the County with E
a copy of the requested records or allow the records to be inspected or copied within
a reasonable time at a cost that does not exceed the cost provided in this chapter or
as otherwise provided by law.
(3) Ensure that public records that are exempt or confidential and exempt from
public records disclosure requirements are not disclosed except as authorized by law
for the duration of the contract term and following completion of the contract if the
contractor does not transfer the records to the County.
(4) Upon completion of the contract, transfer, at no cost, to the County all public
records in possession of the Contractor or keep and maintain public records that
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would be required by the County to perform the service. If the Contractor transfers
all public records to the County upon completion of the contract, the Contractor shall
destroy any duplicate public records that are exempt or confidential and exempt from c
public records disclosure requirements. If the Contractor keeps and maintains public
records upon completion of the contract, the Contractor shall meet all applicable
requirements for retaining public records. All records stored electronically must be
provided to the County, upon request from the County's custodian of records, in a
format that is compatible with the information technology systems of the County.
(5) A request to inspect or copy public records relating to a County contract must
be made directly to the County, but if the County does not possess the requested
records, the County shall immediately notify the Contractor of the request, and the
Contractor must provide the records to the County or allow the records to be
inspected or copied within a reasonable time.
If the Contractor does not comply with the County's request for records, i
the County shall enforce the public records contract provisions in accordance
with the contract, notwithstanding the County's option and right to >-
unilaterally cancel this contract upon violation of this provision by the --
Contractor. A Contractor who fails to provide the public records to theco
County or pursuant to a valid public records request within a reasonable
time may be subject to penalties under Section 119.10, Florida Statutes.
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Contractor shall not transfer custody, release, alter, destroy or otherwise
dispose of any public records unless or otherwise provided in this provision
or as otherwise provided by law.
IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF
CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR'S DUTY TO c
PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE
CUSTODIAN OF PUBLIC RECORDS, BRIAN BRADLEY, AT (305) 292-3470,
BRADLEY-BRI ECOUNTY-FL.GOV, MONROE COUNTY
ATTORNEY'S OFFICE, 1111 12th STREET, SUITE 408, KEY WEST, FL 33040.
10. HOLD HARMLESS AND INSURANCE: Notwithstanding any minimum
insurance requirements prescribed elsewhere in this agreement, E
Contractor shall defend, indemnify and hold the County and the County's elected
and appointed officers and employees harmless from and against (i) any
claims, actions or causes of action, (ii) any litigation, administrative
proceedings, appellate proceedings, or other proceedings relating to any type
of injury (including death), loss, damage, fine, penalty or business
interruption, and (iii) any costs or expenses (including, without limitation,
costs of remediation and costs of additional security measures that the
Federal Aviation Administration , the Transportation Security
Administration or any other governmental agency requires by reason
of, or in connection with a violation of any federal law or regulation,
attorneys' fees and costs, court costs, fines and penalties) that may be
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asserted against, initiated with respect to, or sustained by, any
indemnified party by reason of, or in connection with, (A) any activity
of Contractor or any of its employees, agents, contractors or other invitees c
on the Airport during the term of this Agreement, (B) the negligence or willful
misconduct of Contractor or any of its employees, agents, contractors or
other invitees, or (C) Contractor's default in respect of any of the obligations that
it undertakes under the terms of this Agreement, except to the extent the
claims, actions, causes of action, litigation, proceedings, costs or
expenses arise from the intentional or sole negligent acts or omissions of
the County or any of its employees, agents, contractors or invitees (other than
CONTRACTOR). Insofar as the claims, actions, causes of action,
litigation, proceedings, costs or expenses relate to events or
circumstances that occur during the term of this Agreement, this section will
survive the expiration of the term of this Agreement or any earlier termination of
this Agreement.
In the event the completion of the project (including the work of others) is delayed or i
suspended as a result of the Contractor's failure to purchase or maintain the
required insurance, the Contractor shall indemnify the County from any >-
and all increased expenses resulting from such delay. --
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The first ten ($10.00) of remuneration paid to the Contractor is for the
indemnification provided for above.
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The extent of liability is in no way limited to, reduced, or lessened by the
insurance requirements contained elsewhere within this agreement.
CERTIFICATES OF INSURANCE. Original Certificates of Insurance shall be
provided to the COUNTY at the time of execution of this Agreement and certified
copies provided if requested. Each policy certificate shall be endorsed with a c
provision that not less than thirty (30) calendar days' written notice shall be
provided to the COUNTY before any policy or coverage is canceled or restricted. The
underwriter of such insurance shall be qualified to do business in the State of
Florida. If requested by the County Administrator, the insurance coverage shall be
primary insurance with respect to the COUNTY, its officials, employees,
agents and volunteers. Failure of CONTRACTOR to comply with the
requirements of this section shall be cause for immediate termination of this E
agreement.
10. NON-WAIVER OF IMMUNITY: Notwithstanding the provisions of Sec. 768.28,
Florida Statutes, the participation of COUNTY and CONTRACTOR in this
Agreement and the acquisition of any commercial liability insurance coverage, self-
insurance coverage, or local government liability insurance pool coverage shall
not be deemed a waiver of immunity to the extent of liability coverage, nor shall
any Agreement entered into by the COUNTY be required to contain any provision for
waiver.
11. NO PLEDGE OF CREDIT: CONTRACTOR shall not pledge the COUNTY'S
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credit or make it a guarantor of payment or surety for any contract, debt,
obligation, judgment, lien, or any form of indebtedness. CONTRACTOR further
warrants and represents that it has no obligation or indebtedness that would c
impair its ability to fulfill the terms of this contract.
12. NOTICE REQUIREMENT: Any notice required or permitted under this
agreement shall be in writing and hand delivered or mailed, postage prepaid, to
the other party by certified mail, returned receipt requested, to the following: e®
FOR COUNTY: (FILL IN)
Key West,
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Florida 33041
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FOR CONTRACTOR:
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13. GOVERNING LAW, VENUE, AND INTERPRETATION: This Agreement shall be
governed by and construed in accordance with the laws of the State of Florida
applicable to Agreements made and to be performed entirely in the State. In the
event that any cause of action or administrative proceeding is instituted for the _
enforcement or interpretation of this Agreement, the COUNTY and
CONTRACTOR agree that venue will lie in the appropriate court or before the
appropriate administrative body in Monroe COUNTY, Florida.
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14. MEDIATION: The COUNTY and CONTRACTOR agree that, in the event of
conflicting interpretations of the terms or a term of this Agreement by or between any
of them the issue shall be submitted to mediation prior to the institution of any
other administrative or legal proceeding. Mediation proceedings initiated and
conducted pursuant to this Agreement shall be in accordance with the Florida
Rules of Civil Procedure and usual and customary procedures required by the
circuit court of Monroe County.
15. SEVERABILITY: If any term, covenant, condition or provision of this Agreement
(or the application thereof to any circumstance or person) shall be declared
invalid or unenforceable to any extent by a court of competent jurisdiction, the
remaining terms, covenants, conditions and provisions of this Agreement, shall
not be affected thereby; and each remaining term, covenant, condition and
provision of this Agreement shall be valid and shall be enforceable to the fullest
extent permitted by law unless the enforcement of the remaining terms,
covenants, conditions and provisions of this Agreement would prevent the
accomplishment of the original intent of this Agreement. The COUNTY and
CONTRACTOR agree to reform the Agreement to replace any stricken provision with
a valid provision that comes as close as possible to the intent of the stricken
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provision.
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16. ATTORNEY'S FEES AND COSTS: COUNTY and CONTRACTOR agree that in c
the event any cause of action or administrative proceeding is initiated or
defended by any party relative to the enforcement or interpretation of this
Agreement, the prevailing party shall be entitled to reasonable attorney's fees and
attorney's fees, in appellate proceedings. Each party agrees to pay its own court
costs, investigative, and out-of-pocket expenses whether it is the prevailing party or e®
not, through all levels of the court system. ,
17. ADJUDICATION OF DISPUTES OR DISAGREEMENTS: COUNTY and
CONTRACTOR agree that all disputes and disagreements shall be attempted to be
resolved by meet and confer sessions between representatives of each of COUNTY
and CONTRACTOR. If no resolution can be agreed upon within 30 days after
the first meet and confer session, the issue or issues shall be discussed at
a public meeting of the Board of County Commissioners. If the issue or issues
are still not resolved to the satisfaction of COUNTY and CONTRACTOR, i
then any party shall have the right to seek such relief or remedy as may be provided
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18. COOPERATION: In the event any administrative or legal proceeding is instituted
against either party relating to the formation, execution, performance, or breach of
this Agreement, COUNTY and CONTRACTOR agree to participate, to the
extent required by the other party, in all proceedings, hearings, processes,
meetings, and other activities related to the substance of this Agreement or
provision of the services under this Agreement. COUNTY and CONTRACTOR
specifically agree that no party to this Agreement shall be required to enter into
any arbitration proceedings related to this Agreement.
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19. BINDING EFFECT: The terms, covenants, conditions, and provisions of this
Agreement shall bind and inure to the benefit of COUNTY and CONTRACTOR
and their respective legal representatives, successors, and assigns.
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20. AUTHORITY: Each party represents and warrants to the other that the c
execution, delivery and performance of this Agreement have been duly
authorized by all necessary County and corporate action, as required by law.
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21. PRIVILEGES AND IMMUNITIES: All of the privileges and immunities from
liability, exemptions from laws, ordinances, and rules and pensions and relief,
disability, workers' compensation, and other benefits which apply to the activity of
officers, agents, or employees of any public agents or employees of the
COUNTY, when performing their respective functions under this Agreement
within the territorial limits of the COUNTY shall apply to the same degree and
extent to the performance of such functions and duties of such officers, agents,
volunteers, or employees outside the territorial limits of the COUNTY.
22. LEGAL OBLIGATIONS AND RESPONSIBILITIES: This Agreement is not
intended to, nor shall it be construed as, relieving any participating entity from
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any obligation or responsibility imposed upon the entity by law except to the
extent of actual and timely performance thereof by any participating entity, in
which case the performance may be offered in satisfaction of the obligation or c
responsibility. Further, this Agreement is not intended to, nor shall it be
construed as, authorizing the delegation of the constitutional or statutory duties of
the COUNTY, except to the extent permitted by the Florida constitution, state
statute, and case law.
23. NON-RELIANCE BY NON-PARTIES: No person or entity shall be entitled to rely ,
upon the terms, or any of them, of this Agreement to enforce or attempt to
enforce any third-party claim or entitlement to or benefit of any service or
program contemplated hereunder, and the COUNTY and the CONTRACTOR
agree that neither the COUNTY nor the CONTRACTOR or any agent, officer, or
employee of either shall have the authority to inform, counsel, or otherwise
indicate that any particular individual or group of individuals, entity or entities,
have entitlements or benefits under this Agreement separate and apart, inferior to,
or superior to the community in general or for the purposes contemplated in this i
Agreement.
24. NO PERSONAL LIABILITY: No covenant or agreement contained herein shall
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be deemed to be a covenant or agreement of any member, officer, agent or
employee of Monroe County in his or her individual capacity, and no member, officer,
agent or employee of Monroe County shall be liable personally on this Agreement or
be subject to any personal liability or accountability by reason of the execution of this
Agreement.
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25. EXECUTION IN COUNTERPARTS: This Agreement may be executed in any
number of counterparts, each of which shall be regarded as an original, all of which
taken together shall constitute one and the same instrument and COUNTY and
CONTRACTOR hereto may execute this Agreement by signing any such
counterpart.
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26. NON-DISCRIMINATION: Contractor agrees that there will be no discrimination against
any person, and it is expressly understood that upon a determination by a court of
competent jurisdiction that discrimination has occurred, this Agreement automatically c
terminates without any further action on the part of any party, effective the date of
the court order. Contractor agrees to comply with all Federal and Florida statutes,
and all local ordinances, as applicable, relating to nondiscrimination. These include
but are not limited to: 1) Title VII of the Civil Rights Act of 1964 (PL 88-352) which
prohibits discrimination on the basis of race, color or national origin; 2) Title IX of the e®
Education Amendment of 1972, as amended (20 USC ss. 1681-1683, and 1685- ,
1686), which prohibits discrimination on the basis of sex; 3) Section 504 of the
Rehabilitation Act of 1973, as amended (20 USC s. 794), which prohibits
discrimination on the basis of handicaps; 4) The Age Discrimination Act of 1975, as
amended (42 USC ss. 6101-6107)which prohibits discrimination on the basis of age;
5) The Drug Abuse Office and Treatment Act of 1972 (PL 92-255), as amended, c
relating to nondiscrimination on the basis of drug abuse; 6) The Comprehensive
Alcohol Abuse and Alcoholism Prevention, Treatment and Rehabilitation Act of 1970
(PL 91-616), as amended, relating to nondiscrimination on the basis of alcohol abuse i
or alcoholism; 7) The Public Health Service Act of 1912, ss. 523 and 527 (42 USC
ss. 690dd-3 and 290ee-3), as amended, relating to confidentiality of alcohol and drug >-
abuse patient records; 8) Title VI I I of the Civil Rights Act of 1968 (42 USC s. et seq.), !i°
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as amended, relating to nondiscrimination in the sale, rental or financing of housing;
9) The Americans with Disabilities Act of 1990 (42 USC s. 1201 Note), as maybe
amended from time to time, relating to nondiscrimination on the basis of disability;
10) Monroe County Code Chapter 14, Article II, which prohibits discrimination on the
basis of race, color, sex, religion, national origin, ancestry, sexual orientation, gender
identity or expression, familial status or age; and 11) Any other nondiscrimination
provisions in any Federal or state statutes which may apply to the parties to, or the
subject matter of, this Agreement.
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CONTRACT 11-27
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IN WITNESS WHEREOF the parties hereto have executed this agreement on the day and date
first above written in two (2) counterparts, each of which shall, without proof or accounting for the
other counterpart, be deemed an original contract. c
(SEAL) BOARD OF COUNTY COMMISSIONERS
ATTEST: KEVIN MADOK, CLERK OF MONROE COUNTY, FLORIDA
By: By:
Deputy Clerk Mayor/Chairman
CONTRACTOR
By:
Title: i
NOTARIAL JURATco
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STATE OF: CD
COUNTY OF:
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Subscribed and sworn to (or affirmed) before me, by means of ❑ physical presence or ❑ online
notarization, on (date) by
(name of affiant). He/She is personally known to me or has produced
(type of identification) as identification.
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NOTARY PUBLIC
*Who is authorized by the corporation to execute this contract.
CONTRACT 11-28
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D I V I S I O N I I I
GENERAL PROVISIONS
SECTION 10 DEFINITION OF TERMS III-5
SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS.......................................III-11
SECTION 30 -AWARD AND EXECUTION OF CONTRACT..................................................III-15 ,
SECTION 40 - SCOPE OF WORK.............................................................................................III-17
SECTION 50 - CONTROL OF WORK.......................................................................................III-21
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SECTION 60 - CONTROL OF MATERIALS.............................................................................III-29
SECTION 70 - LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC .....................III-33
SECTION 80 - PROSECUTION AND PROGRESS..................................................................III-47 �-
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SECTION 90 - MEASUREMENT AND PAYMENT...................................................................III-55
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SECTION 100 - CONTRACTOR QUALITY CONTROL PROGRAM.......................................III-63CD
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SECTION 110- METHOD OF ESTIMATING PERCENTAGE OF MATERIALS
WITHIN SPECIFICATION LIMITS (PWL) ............................................III-73
SECTION 120 NUCLEAR GAUGES III-81 E
SECTION 130 - SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION ..............III-83 c
SECTION 140 - GENERAL INSURANCE REQUIREMENTS FOR
CONTRACTORS AND SUBCONTRACTORS.....................................III-85
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SECTION 150 - DISADVANTAGED BUSINESS ENTERPRISE PROGRAM ........................III-96 _
SECTION 160 - CONSTRUCTION CONTRACT CLAUSES AIRPORT E
IMPROVEMENT PROGRAM III-115
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SECTION 170 - BUY AMERICAN PREFERENCES...............................................................III-142
GENERAL PROVISIONS III-3
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DIVISION III - GENERAL PROVISIONS
S E C T I O N 1 0
DEFINITION OF TERMS
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Whenever the following terms are used in these specifications, in the Contract, in any
documents or other instruments pertaining to construction where these specifications govern, ,
the intent and meaning shall be interpreted as follows:
10-01 AASHTO. The American Association of State Highway and Transportation
Officials, the successor association to AASHO.
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10-02 ACCESS ROAD. The right-of-way, the roadway and all improvements
constructed thereon connecting the airport to a public highway.
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10-03 ADVERTISEMENT. A public announcement, as required by local law, inviting bids
for work to be performed and materials to be furnished. co
10-04 ADDENDUM. A modification of the plans or other Contract documents issued by the
Owner or his designated representative and distributed to prospective bidders prior to the
opening of the proposal.
10-05 AIP. The Airport Improvement Program, a grant-in-aid program, administered by the
Federal Aviation Administration.
10-06 ADVISORY CIRCULAR. A document issued by the FAA containing informational
material and guidance, when referred to in the drawings (Plans) and Specifications, advisory
circulars shall have the same force as supplemental Specifications.
10-07 AIR OPERATIONS AREA. For the purpose of these specifications, the term air
operations area shall mean any area of the airport used or intended to be used for the landing,
takeoff, or surface maneuvering of aircraft, and contiguous safety areas. An air operation area
shall include such paved or unpaved areas that are used or intended to be used for the
landing, takeoff, or surface maneuvering or aircraft, and contiguous safety areas that are
used or intended to be used for the unobstructed movement of aircraft in addition to its
associated runway, taxiway, or apron.
10-08 AIRPORT. Airport means an area of land or water which is used or intended to be
used for the landing and takeoff of aircraft, and includes its buildings and facilities, if any.
10-09 ASTM. The American Society for Testing and Materials.
10-10 AWARD. The acceptance, by the owner, of the successful bidder's proposal.
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10-11 BID BOND (PROPOSAL GUARANTY). The security furnished with a proposal to
guarantee that the bidder will enter into a contract if his proposal is accepted by the Owner.
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10-12 BIDDER. Any individual, partnership, firm, or corporation, acting directly or c
through a duly authorized representative, who submits a proposal for the work
contemplated.
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10-13 BUILDING AREA. An area on the airport to be used, considered, or intended to be
used for airport buildings or other airport facilities or rights-of-way together with all airport
buildings and facilities located thereon.
10-14 CALENDAR DAY. Every day shown on the calendar.
10-15 CERTIFICATES OF COMPLIANCES. Written statements by the manufacturer stating
the material furnished is in conformance with the Specifications.
10-16 CHANGE ORDER. A written order to the Contractor covering changes in the plans, i
specifications, or proposal quantities and establishing the basis of payment and contract time
adjustment, if any, for the work affected by such changes. The work, covered by a change
order, shall be within the scope of the contract. W
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10-17 CONTRACT. The written agreement covering the work to be performed. The awarded
contract shall include, but is not limited to: The Advertisement; The Contract Form; The
Proposal; The Performance Bond; The Payment Bond; any required insurance
certificates; The Specifications; The Plans, and any addenda issued to bidders.
10-18 CONTRACT DOCUMENTS. The written agreement covering the work to be performed.
The awarded Contract shall include, but is not limited to: the Invitation for Bids; the Bid
Documents, the Contract form; the Proposal, the Schedule of Bid Items; the Proposal Bond;
the Contract Bond, the Labor and Materials Bond; any required insurance certificates; the
General and Special Provisions; the Technical Specifications; the Plans; any addenda
issued to Bidders; and any Change Orders issued to the Contractor.
10-19 CONTRACT ITEM (PAY ITEM). A specific unit of work for which a price is
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provided in the contract.
10-20 CONTRACT TIME. The number of calendar days, stated in the proposal, allowed for
completion of the contract, including authorized time extensions. If a calendar date of
completion is stated in the proposal, in lieu of a number of calendar, the contract shall be
completed by that date.
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10-21 CONTRACTOR. The individual, partnership, firm, or corporation primarily liable for
the acceptable performance of the work contracted and for the payment of all legal debts
pertaining to the work who acts directly or through lawful agents or employees to complete the
contract work. c
10-22 DRAINAGE SYSTEM. The system of pipes, ditches, and structures by which
surface or subsurface waters are collected and conducted from the airport area.
10-23 ENGINEER. The individual, partnership, firm, or corporation duly authorized by the
owner(sponsor) to be responsible for engineering supervision of the contract work and acting
directly or through an authorized representative.
10-24 EQUIPMENT. All machinery, together with the necessary supplies for upkeep and
maintenance, and also all tools and apparatus necessary for the proper
construction and acceptable completion of the work.
10-25 EXTRA WORK. An item of work not provided for in the awarded contract as i
previously modified by change order or supplemental agreement, but which is found by the
Engineer to be necessary to complete the work within the intended scope of the contract as
previously modified.
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10-26 FAA. The Federal Aviation Administration of the U.S. Department of
Transportation. When used to designate a person, FAA shall mean the Administrator or his/her
duly authorized representative.
10-27 FDOT. The State of Florida Department of Transportation.
10-28 FEDERAL SPECIFICATIONS. The Federal Specifications and Standards, and
supplements, amendments, and indices thereto are prepared and issued by the General
Services Administration of the Federal Government.
10-29 INSPECTOR. An authorized representative of the Engineer assigned to make all
necessary inspections and/or tests of the work performed or being performed, or of the
materials furnished or being furnished by the Contractor.
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10-30 INTENTION OF TERMS. Whenever, in these specifications or on the plans, the words _
"directed," "required," "Permitted," "ordered," "designated," "Prescribed," or words of the
like import are used, it shall be understood that the direction, requirement, permission, order,
designation, or prescription of the Engineer is intended; and similarly, the words "approved,"
acceptable," "satisfactory," or words of like import, shall mean approved by, or acceptable
to, or satisfactory to the Engineer, subject in each case to the final determination of the
owner.
Any reference to a specific requirement of a numbered paragraph of the contract
specifications or a cited standard shall be interpreted to include all general requirements of the
entire section, specification item, or cited standard that may be pertinent to such
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specific reference.
10-31 LABORATORY. The official testing laboratories of the owner or such other
laboratories as may be designated by the Engineer.
10-32 LIGHTING. A system of fixtures providing or controlling the light sources used on or
near the airport or within the airport buildings. The field lighting includes all luminous
signals, markers, floodlights, and illuminating devices used on or near the airport or to aid
in the operation of aircraft landing at, taking off from, or taxiing on the airport surface.
10-33 MAJOR AND MINOR CONTRACT ITEMS. A major contract item shall be any item
that is listed in the proposal, the total cost of which is equal to or greater than 20 percent of
the total amount of the award contract. All other items shall be considered minor contract
items.
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10-34 MATERIALS. Any substance specified for use in the construction of the contract work.
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10-35 MIL SPECIFICATIONS. The Military Specifications and Standard, and indices thereto,
that are prepared and issued by the Department of Defense.
10-36 NOTICE TO PROCEED. A written notice to the Contractor to begin the actual contract co
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work on a previously agreed to date. If applicable, the Notice to Proceed shall state the date
on which the contract time begins.
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10-37 OWNER (SPONSOR). The term owner shall mean the party of the first part or the
contracting agency signatory to the contract. For Al P contracts, the term sponsor shall have
the same meaning as the term owner.
10-38 PAVEMENT. The combined surface course, base course, and sub base course, if
any, considered as a single unit. c
10-39 PAYMENT BOND. The approved form of security furnished by the Contractor and
his/her surety as a guaranty that he will pay in full all bills and accounts for materials
and labor used in the construction of the work.
10-40 PERFORMANCE BOND. The approved form of security furnished by the
Contractor and his/her surety as a guaranty that the Contractor will complete the work in E
accordance with the terms of the contract.
10-41 PLANS. The official drawings or exact reproductions which show the location, character,
dimensions and details of the airport and the work to be done and which are to be considered
as a part of the contract, supplementary to the specifications.
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10-42 PROJECT. The agreed scope of work for accomplishing specific airport
development with respect to a particular airport.
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10-43 PROPOSAL. The written offer of the bidder (when submitted on the approved proposal c
form) to perform the contemplated work and furnish the necessary materials in accordance
with the provisions of the plans and specifications.
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10-44 PROPOSAL GUARANTY. The security furnished with a proposal to guarantee that
the bidder will enter into a contract if his/her proposal is accepted by the owner.
10-45 RUNWAY. The area on the airport prepared for the landing and takeoff of
aircraft.
10-46 SPECIAL PROVISIONS. The specific clauses setting forth conditions or
requirements peculiar to the project under consideration, covering work or material
involved in the proposal and estimate, which are not thoroughly or satisfactorily
stipulated in these Specifications. i
10-47 SPECIFICATIONS. A part of the contract containing the written directions and
requirements for completing the contract work. Standards for specifying materials or W
testing which are cited in the contract specifications by reference shall have the same force co
and effect as if included in the contract physically.
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10-48 SPONSOR. Shall mean the same as Owner. cV
10-49 SUBCONTRACTOR. Any individual, partnership or corporation supplying the _
Contractor with labor, materials, and supplies, used directly or indirectly by the said Contractor
or subcontractor in the prosecution of the work.
10-50 STRUCTURES. Airport facilities such as bridges; culverts; catch basins, inlets, c
retaining walls, cribbing; storm and sanitary sewer lines; water lines; underdrains;
electrical ducts, manholes, handholes, lighting fixtures and bases; transformers; flexible and
rigid pavements; navigational aids; buildings; vaults; and, other manmade features of the
airport that may be encountered in the work and not otherwise classified herein.
10-51 SUBGRADE. The soil which forms the pavement foundation.
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10-52 SUPERINTENDENT. The Contractor's executive representative who is present on
the work during progress, authorized to receive and fulfill instructions from the
Engineer, and who shall supervise and direct the construction.
10-53 SUPPLEMENTAL AGREEMENT. A written agreement between the Contractor and
the owner covering: (1) work that would increase or decrease the total amount of the
awarded contract, or any major contract item, by more than 25 percent, such increased
or decreased work being within the scope of the originally awarded contract; or (2) work that
is not within the scope of the originally awarded contract.
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10-54 SURETY. The corporation, partnership, or individual, other than the Contractor,
executing payment or performance bonds which are furnished to the owner by the Contractor.
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10-55 TAXIWAY. For the purpose of this document, the term taxiway means the c
portion of the air operations area of an airport that has been designated by competent airport
authority for movement of aircraft to and from the airport's runways or aircraft parking
areas.
10-56 WORK. The furnishing of all labor, materials, tools, equipment, and incidentals
necessary or convenient to the Contractor's performance of all duties and obligations imposed
by the contract, plans, and specifications.
10-57 WORKING DAY. A working day shall be any day other than a legal holiday,
Saturday, or Sunday on which the normal working forces of the Contractor may proceed with
regular work for at least 6 hours toward completion of the contract. Unless work is suspended
for causes beyond the Contractor's control, Saturdays, Sundays and holidays on i
which the Contractor's forces engage in regular work, requiring the presence of an
inspector, will be considered as working days.
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END OF SECTION 10
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S E C T I O N 2 0
PROPOSAL REQUIREMENTS AND CONDITIONS
20-01 ADVERTISEMENT (Notice to Bidders). The owner, or his/her authorized
agent, shall publish the advertisement at such places and at such times as are
required by local law or ordinances. The published advertisement shall state the time
and method for submitting sealed proposals; and instructions to bidders as to
obtaining proposal forms, plans, and specifications.
20-02 PREQUALIFICATION OF BIDDERS. Each bidder shall furnish the owner
satisfactory evidence of his/her competency to perform the proposed work. Such
evidence of competency, unless otherwise specified, shall consist of statements
covering the bidder's past experience on similar work, a list of equipment that would be
available for the work, and a list of key personnel that would be available. In addition, each
bidder shall furnish the owner satisfactory evidence of his/her financial i
responsibility. Such evidence of financial responsibility, unless otherwise specified, shall
consist of a statement or report of the bidder's financial resources and liabilities as of the
last calendar year or the Contractor's last fiscal year. Such statements or reports shall !i,
be certified by a public accountant. At the time of submitting such financial statements or co
reports, the bidder shall further certify whether his/her financial responsibility is
approximately the same as stated or reported by the public accountant. If the bidder's financial
responsibility has changed, the bidder shall qualify the public accountant's statement or cV
report to reflect his/her (bidder's) true financial condition at the time such qualified statement
or report is submitted to the owner.
Each bidder shall submit "evidence of competency" and "evidence of financial �
responsibility" to the owner at the time of the bid opening.
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20-03 CONTENTS OF PROPOSAL FORMS. The owner shall furnish bidders with a
competitive solicitation packet.
The plans specifications, and other documents designated in the competitive solicitation
packet shall be considered a part of the competitive solicitation packet whether attached or
not.
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20-04 ISSUANCE OF PROPOSAL FORMS. The owner reserves the right to refuse to accept
a bid proposal from a prospective bidder should such bidder be in default for any of the
following reasons:
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A. Failure to comply with any prequalification regulations of the owner, if such
regulations are cited, or otherwise included, in the proposal as a
requirement for bidding.
B. Failure to pay, or satisfactorily settle, all bills due for labor and materials on
former contracts in force (with the owner) at the time the owner issues the
proposal to a prospective bidder.
C. Contractor default under previous contracts with the owner.
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D. Unsatisfactory work on previous contracts with the owner.
20-05 INTERPRETATION OF ESTIMATED PROPOSAL QUANTITIES. An estimate of i
quantities of work to be done and materials to be furnished under these specifications is given
in the proposal. It is the result of careful calculations and is believed to be correct. It is
given only as a basis for comparison of proposals and the award of the contract. The owner
does not expressly or by implication agree that the actual quantities involved will co
correspond exactly therewith; nor shall the bidder plead misunderstanding or deception
because of such estimates of quantities, or of the character, location, or other
conditions pertaining to the work. Payment to the Contractor will be made only for the cV
actual quantities of work performed or materials furnished in accordance with the plans and
specifications. It is understood that the quantities may be increased or decreased as
hereinafter provided in the subsection titled ALTERATION OF WORK AND QUANTITIES of
Section 40 without in any way invalidating the unit bid prices.
20-06 EXAMINATION OF PLANS, SPECIFICATIONS, AND SITE. The bidder is c
expected to carefully examine the site of the proposed work, the proposal, plans
specifications, and contract forms. He shall satisfy himself as to the character, quality, and
quantities of work to be performed, materials to be furnished, and as to the
requirements of the proposed contract. The submission of a proposal shall be prima facie
evidence that the bidder has made such examination and is satisfied as to the conditions to be
encountered in performing the work and as to the requirements of the proposed contract, plans, _
and specifications.
Boring logs and other records of subsurface investigations and tests are available for
inspection of bidders. It is understood and agreed that such subsurface information, whether
included in the plans, specifications, or otherwise made available to the bidder, was obtained
and is intended for the owner's design and estimating purposes only. Such information W
has been made available for the convenience of all bidders. It is further understood
and agreed that each bidder is solely responsible for all assumptions, deductions,
or conclusions which he may make or obtain from his/her examination of the boring logs and
other records of subsurface investigations and tests that are furnished by the owner.
20-07 PREPARATION OF PROPOSAL. Bidder shall submit the bidders proposal in
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electronic format (thumb drive) only. The bidder shall submit his/her proposal and
include the forms provided in the competitive solicitation packet issued by the owner.
All blank spaces in the proposal forms must be correctly filled in where indicated for each
and every item for which a quantity is given. The bidder shall state the price (written in ink or c
typed) both in words and numerals for which he proposes to do each pay item furnished in the
proposal. In case of conflict between words and numerals, the words, unless obviously
incorrect, shall govern.
The bidder shall sign his/her proposal correctly and in ink. If the proposal is made by an
individual, his/her name and post office address must be shown. If made by a
partnership, the name and post office address of each member of the partnership must be
shown. If made by a corporation, the person signing the proposal shall give the name
of the state under the laws of which the corporation was chartered and the name, titles, and
business address of the president, secretary, and the treasurer. Anyone signing a
proposal as an agent shall file evidence of his/her authority to do so and that the signature is
binding upon the firm or corporation.
20-08 IRREGULAR PROPOSALS. Proposals shall be considered irregular for the i
following reasons:
A. If the proposal is on a form other than that furnished by the owner, or if the
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owner's form is altered, or if any part of the proposal form is detached.
B. If there are unauthorized additions, conditional or alternate pay items, or
irregularities of any kind which make the proposal incomplete, indefinite, or
otherwise ambiguous.
C. If the proposal does not contain a unit price for each pay item listed in the
proposal, except in the case of authorized alternate pay items, for which the
bidder is not required to furnish a unit price.
D. If the proposal contains unit prices that are obviously unbalanced.
E. If the proposal is not accompanied by the proposal guaranty specified by the
owner.
In addition, until the award of contract is made, the owner reserves the right to reject any E
irregular proposal and the right to waive irregularities, technicalities or omissions if such waiver
is in the best interest of the owner and conforms to local laws and ordinances pertaining to the
letting of construction contracts.
20-09 BID GUARANTEE. Each separate proposal shall be accompanied by a certified check, E
or other specified acceptable collateral, in the amount specified in the proposal form. Such
check, or collateral, shall be made payable to the owner.
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20-10 DELIVERY OF PROPOSAL. Each proposal submitted shall be submitted
electronically in accordance with the instructions set forth in Section B, Article 17
Instruction To Bidders.
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20-11 WITHDRAWAL OR REVISION OF PROPOSALS. A bidder may withdraw or
revise (by withdrawal of one proposal and submission of another) a proposal provided that
the bidder's request for withdrawal is received by the owner in writing or by telegram
before the time specified for opening bids. Revised proposals must be received at
the place specified in the advertisement before the time specified for opening all bids. e®
20-12 PUBLIC OPENING OF PROPOSALS. Proposals shall be opened, and read,
publicly at the time and place specified in the advertisement. Bidders, their authorized agents,
and other interested persons are invited to appear. Proposals that have been withdrawn (by
written or telegraphic request) or received after the time specified for opening bids shall
be rejected.
20-13 DISQUALIFICATION OF BIDDERS. A bidder shall be considered disqualified for i
any of the following reasons:
A. Submitting more than one proposal from the same partnership, firm, or
corporation under the same or different name. co
B. Evidence of collusion among bidders. Bidders participating in suchCD
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collusion shall be disqualified as bidders for any future work of the owner until cV
any such participating bidder has been reinstated by the owner as a qualified
bidder.
C. If the bidder is considered to be in "default" for any reason specified in the �
subsection titled ISSUANCE OF PROPOSAL FORMS of this section.
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END OF SECTION 20 a,
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S E C T I O N 3 0
AWARD AND EXECUTION OF CONTRACT
30-01 CONSIDERATION OF PROPOSALS. After the proposals are publicly opened and
read, they will be compared on the basis of the summation of the products obtained by
multiplying the estimated quantities shown in the proposal by the unit bid prices. If a bidder's
proposal contains a discrepancy between unit bid prices written in words and unit bid prices
written in numbers, the unit price written in words shall govern.
Until the award of a contract is made, the owner reserves the right to reject a bidder's
proposal for any of the following reasons:
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A. If the proposal is irregular as specified in the subsection titled
IRREGULAR PROPOSALS of Section 20.
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B. If the bidder is disqualified for any of the reasons specified in the
subsection titled DISQUALIFICATION OF BIDDERS of Section 20. co
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The owner reserves the right to reject any irregular proposal and the right to waive
irregularities, technicalities or omissions if such waiver is in the best interest of the owner and
is in conformance with applicable state and local laws or regulations pertaining to the letting of
construction contracts; advertise for new proposals; or proceed with the work otherwise. All
such action s shall promote the owner's best interest.
The owner also reserves the right to reject any and all bids at the owner's sole discretion, to
waive informalities in any or all bids, to re-advertise for bids; and to separately accept or reject
any item or items of bid and to award and/or negotiate a contract in the best interest of the
County.
30-02 AWARD OF CONTRACT. The award of a contract, if it is to be awarded, shall be
made within 120 calendar days of the date specified for publicly opening proposals, unless
otherwise specified herein. c
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Award of the contract shall be made by the owner to the lowest, qualified bidder whose
proposal conforms to the cited requirements of the owner.
30-03 CANCELLATION OF AWARD. The owner reserves the right to cancel the
award without liability to the bidder, except return of proposal guaranty, at any time
before a contract has been fully executed by all parties and is approved by the owner in
accordance with the subsection titled APPROVAL OF CONTRACT of this section.
30-04 RETURN OF PROPOSAL GUARANTY. All proposal guaranties, except those of
the two lowest bidders, will be returned immediately after the owner has made a comparison
of bids as hereinbefore specified in the subsection titled CONSIDERATION OF PROPOSALS
of this section. Proposal guaranties of the two lowest bidders will be retained by the owner
GENERAL PROVISIONS III-15
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until such time as an award is made, at which time, the unsuccessful bidder's
proposal guaranty will be returned. The successful bidder's proposal guaranty will be
returned as soon as the owner receives the contracts bonds
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as specified in the subsection titled REQUIREMENTS OF CONTRACT BONDS of this
section.
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30-05 REQUIREMENTS OF CONTRACT BONDS.At the time of the execution of the contract, c
the successful bidder shall furnish the owner a surety bond or bonds which have been fully
executed by the bidder and the surety guaranteeing the performance of the work and the
payment of all legal debts that may be incurred by reason of the Contractor's performance of
the work. The surety and the form of the bond or bonds shall be acceptable to the owner.
Unless otherwise specified in this subsection, the surety bond or bonds shall be in a sum
equal to the full amount of the contract.
30-06 EXECUTION OF CONTRACT. Upon Notice of Intent to Award by the County, the
Contractor shall fully execute, scan and return via email an electronic copy and then sign and
deliver all two (2) originals of the Contract Agreement to the Owner or Owner's designee, with
all other Contract Documents attached, including an original Insurance Certificate, and a
certified copy of the recorded Public Construction Bond as soon as possible.
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30-07 APPROVAL OF CONTRACT. Upon receipt of the contract along with all other Contract
Documents attached, including an original Insurance Certificate, and a certified copy of the
recorded Public Construction Bond, the owner shall complete the execution of the contract in W
accordance with local laws or ordinances, and return the fully executed contract to the co
Contractor. Delivery of the fully executed contract to the Contractor shall constitute the owner's
approval to be bound by the successful bidder's proposal and the terms of the contract.
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30-08 FAILURE TO EXECUTE CONTRACT. Failure of the successful bidder to
execute the contract and furnish an acceptable surety bond or bonds within the 15 _
calendar day period specified in the subsection titled REQUIREMENTS OF
CONTRACT BONDS of this section shall be just cause for cancellation of the award and
forfeiture of the proposal guaranty, not as a penalty, but as liquidation of damages to the
owner.
END OF SECTION 30
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S E C T I O N 4 0
SCOPE OF WORK
40-01 INTENT OF CONTRACT. The intent of the contract is to provide for construction and
completion, in every detail, of the work described. It is further intended that the Contractor
shall furnish all labor, materials, equipment, tools, transportation, and supplies required
to complete the work in accordance with the plans, specifications, and terms of the contract.
40-02 ALTERATION OF WORK AND QUANTITIES. The owner reserves and shall have
the right to make such alterations in the work as may be necessary or desirable to complete
the work originally intended in an acceptable manner. Unless otherwise specified
herein, the Engineer shall be and is hereby authorized to make such alterations in
the work as may increase or decrease the originally awarded contract quantities, provided that
the aggregate of such alterations does not change the total contract cost or the total cost of
any major contract item by more than 25 percent(total cost being based on the unit prices and i
estimated quantities in the awarded contract). Alterations which do not exceed the 25
percent limitation shall not invalidate the contract nor release the surety, and the
Contractor agrees to accept payment for such alterations as if the altered work had been
a part of the original contract. These alterations which are for work within the general co
scope of the contract shall be covered by "Change Orders" issued by the Engineer.
Change orders for altered work shall include extensions of contract time where, in the
Engineer's opinion, such extensions are commensurate with the amount and difficulty of cV
added work.
Should the aggregate amount of altered work exceed the 25 percent limitation
hereinbefore specified, such excess altered work shall be covered by supplemental
agreement. If the owner and the Contractor are unable to agree on a unit adjustment for
any contract item that requires a supplemental agreement, the owner reserves the right to c
terminate the contract with respect to the item and make other arrangements for its completion.
The Contractor is advised that all supplemental agreements shall be approved by the FAA
and shall include valid wage determinations of the U.S. Secretary of Labor when the amount
of the supplemental agreement exceeds $2,000. However, if the Contractor elects to waive
the limitations on work that increases or decreases the originally awarded contract or _
any major contract item by more than 25 percent, the supplemental agreement shall be subject
to the same U.S. Secretary of Labor wage determination as was included in the originally
awarded contract.
All supplemental agreements shall require consent of the Contractor's surety and
separate performance and payment bonds.
40-03 OMITTED ITEMS. The Engineer may, in the owner's best interest, omit from the
work any contract item, except major contract items. Major contract items may be omitted by
a supplemental agreement. Such omission of contract items shall not invalidate any
other contract provision or requirement.
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Should a contract item be omitted or otherwise ordered to be non-performed, the
Contractor shall be paid for all work performed toward completion of such item prior to the
date of the order to omit such item. Payment for work performed shall be in
accordance with the subsection titled PAYMENT FOR OMITTED ITEMS of Section 90. c
40-04 EXTRA WORK. Should acceptable completion of the contract require the
Contractor to perform an item of work for which no basis of payment has been provided in the
original contract or previously issued change orders or supplemental agreements, the same
shall be called Extra Work. Extra work that is within the general scope of the contract shall be e®
covered by written change order. Change orders for such extra work shall contain agreed ,
unit prices for performing the change order work in accordance with the requirements
specified in the order, and shall contain any adjustment to the contract time that, in the
Engineer's opinion, is necessary for completion of such extra work.
When determined by the Engineer to be in the owner's best interest, he may order the
Contractor to proceed with extra work by force account as provided in the subsection titled
PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK of Section 90. i
Extra work that is necessary for acceptable completion of the project, but is not within the
general scope of the work covered by the original contract shall be covered by a >-
Supplemental Agreement as hereinbefore defined in the subsection titled `"
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SUPPLEMENTAL AGREEMENT of Section 10.
Any claim for payment of extra work that is not covered by written agreement (change order
or supplemental agreement) shall be rejected by the owner.
40-05 MAINTENANCE OF TRAFFIC. It is the explicit intention of the contract that the safety
of aircraft, as well as the Contractor's equipment and personnel, is the most important
consideration. It is understood and agreed that the Contractor shall provide for the free
and unobstructed movement of aircraft in the air operations areas of the airport with
respect to his/her own operations and the operations of all his/her subcontractors as
specified in the subsection titled LIMITATION OF OPERATIONS of Section 80. It is further
understood and agreed that the Contractor shall provide for the uninterrupted operation of
visual and electronic signals (including power supplies thereto) used in the guidance of
aircraft while operating to, from, and upon the airport as specified in the subsection titled c
CONTRACTOR'S RESPONSIBILITY FOR UTILITY SERVICE AND FACILITIES OF OTHERS
in Section 70.
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With respect to his/her own operations and the operations of all his/her subcontractors, the
Contractor shall provide marking, lighting, and other acceptable means of identifying:
personnel; equipment; vehicles; storage areas; and any work area or condition that
may be hazardous to the operation of aircraft, fire-rescue equipment, or maintenance
vehicles at the airport.
When the contract requires the maintenance of vehicular traffic on an existing road,
street, or highway during the Contractor's performance of work that is otherwise
provided for in the contract, plans, and specifications, the Contractor shall keep such road,
street, or highway open to all traffic and shall provide such maintenance as may be required
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to accommodate traffic. The Contractor shall furnish erect, and maintain barricades, warning
signs, flagmen, and other traffic control devices in reasonable conformity with the manual of
Uniform Traffic Control Devices for Streets and Highways (published by the United States
Government Printing Office), unless otherwise specified herein. The Contractor shall also c
construct and maintain in a safe condition any temporary connections necessary for
ingress to and egress from abutting property or intersecting roads, streets or highways.
Unless otherwise specified herein, the Contractor will not be required to furnish snow
removal for such existing road, street, or highway.
The Contractor shall make his/her own estimate of all labor, materials, equipment, and
incidentals necessary for providing the maintenance of aircraft and vehicular traffic as specified
in this subsection.
The cost of maintaining the aircraft and vehicular traffic specified in this subsection shall not
be measured or paid for directly, but shall be included in the various contract items.
40-06 REMOVAL OF EXISTING STRUCTURES. All existing structures encountered i
within the established lines, grades, or grading sections shall be removed by the
Contractor, unless such existing structures are otherwise specified to be relocated,
adjusted up or down, salvaged, abandoned in place, reused in the work or to remain in place. >-
The cost of removing such existing structures shall not be measured or paid for directly, but `"
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shall be included in the various contract items.
Should the Contractor encounter an existing structure (above or below ground) in the work
for which the disposition is not indicated on the plans, the Engineer shall be notified
prior to disturbing such structure. The disposition of existing structures so encountered shall
be immediately determined by the Engineer in accordance with the provisions of the contract.
Except as provided in the subsection titled RIGHTS IN AND USE OF MATERIALS
FOUND IN THE WORK of this section, it is intended that all existing materials or
structures that may be encountered (within the lines, grades, or grading sections
established for completion of the work) shall be utilized in the work as otherwise
provided for in the contract and shall remain the property of the owner when so utilized in the
work.
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40-07 RIGHTS IN AND USE OF MATERIALS FOUND IN THE WORK. Should the
Contractor encounter any material such as (but not restricted to) sand, stone, gravel,
slag, or concrete slabs within the established lines, grades, or grading sections, the use of
which is intended by the terms of the contract to be either embankment or waste, he may at
his/her option either:
A. Use such material in another contract item, providing such use is
approved by the Engineer and is in conformance with the contract
specifications applicable to such use; or,
B. Remove such material from the site, upon written approval of the
Engineer; or
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C. Use such material for his/her own temporary construction on site; or,
D. Use such material as intended by the terms of the contract.
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Should the Contractor wish to exercise option A., B., or C., he shall request the
Engineer's approval in advance of such use.
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Should the Engineer approve the Contractor's request to exercise option A., B., or C., the
Contractor shall be paid for the excavation or removal of such material at the applicable
contract price. The Contractor shall replace, at his/her own expense, such removed or
excavated material with an agreed equal volume of material that is acceptable for use
in constructing embankment, backfills, or otherwise to the extent that such replacement
material is needed to complete the contract work. The Contractor shall not be charged
for his/her use of such material so used in the work or removed from the site.
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Should the Engineer approve the Contractor's exercise of option A., the Contractor shall be
paid, at the applicable contract price, for furnishing and installing such material in accordance i
with requirements of the contract item in which the material is used.
It is understood and agreed that the Contractor shall make no claim for delays by
reason of his/her exercise of option A., B., or C. co
The Contractor shall not excavate, remove, or otherwise disturb any material, structure, or part
of a structure which is located outside the lines, grades, or grading sections established for the
work, except where such excavation or removal is provided for in the contract, plans, or
specifications.
40-08 FINAL CLEANING UP. Upon completion of the work and before acceptance and
final payment will be made, the Contractor shall remove from the site all machinery, equipment,
surplus and discarded materials, rubbish, temporary structures, and stumps or portions of
trees. He shall cut all brush and woods within the limits indicated and shall leave the site
in a neat and presentable condition.
Material cleared from the site and deposited on adjacent property will not be considered as
having been disposed of satisfactorily, unless the Contractor has obtained the written
permission of such property owner.
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END OF SECTION 40
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S E C T I O N 5 0
CONTROL OF WORK
50-01 AUTHORITY OF THE ENGINEER. The Engineer shall decide any and all
questions which may arise as to the quality and acceptability of materials furnished, work
performed, and as to the manner of performance and rate of progress of the work. He shall
decide all questions which may arise as to the interpretation of the specifications
or plans relating to the work, the fulfillment of the contract on the part of the Contractor, and
the rights of different Contractors on the project. The Engineer shall determine the amount and
quality of the several kinds of work performed and materials furnished which are to be paid for
under the contract.
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50-02 CONFORMITY WITH PLANS AND SPECIFICATIONS. All work and all
materials furnished shall be in reasonably close conformity with the lines, grades,
grading sections, cross sections, dimensions, material requirements, and testing i
requirements that are specified (including specified tolerances) in the contract, plans or
specifications.
If the Engineer finds the materials furnished, work performed, or the finished product not within co
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reasonably close conformity with the plans and specifications but that the portion of the work
affected will, in his/her opinion, result in a finished product having a level of safety, economy,
durability, and workmanship acceptable to the owner, he will advise the owner of his/her cV
determination that the affected work be accepted and remain in place. In this event, the
Engineer will document his/her determination and recommend to the owner a basis of
acceptance which will provide for an adjustment in the contract price for the affected
portion of the work. The Engineer's determination and recommended contract price
adjustments will be based on good engineering judgment and such tests or retests of the
affected work as are, in his/her opinion, needed. Changes in the contract price shall be c
covered by contract modifications (change order or supplemental agreement) as applicable.
If the Engineer finds the materials furnished, work performed, or the finished product are not
in reasonably close conformity with the plans and specifications and have resulted in an
unacceptable finished product, the affected work or materials shall be removed and
replaced or otherwise corrected by and at the expense of the Contractor in
accordance with the Engineer's written orders.
For the purpose of this subsection, the term "reasonably close conformity" shall not be
construed as waiving the Contractor's responsibility to complete the work in accordance with
the contract, plans, and specifications. The term shall not be construed as waiving the
Engineer's right to insist on strict compliance with the requirements of the contract, plans, and
specifications during the Contractor's prosecution of the work, when, in the Engineer's
opinion, such compliance is essential to provide an acceptable finished portion of the
work.
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For the purpose of this subsection, the term "reasonably close conformity" is also
intended to provide the Engineer with the authority to use good engineering judgment in his/her
determinations as to acceptance of work that is not in strict conformity but will provide a
finished product equal to or better than that intended by the requirements of the contract, c
plans and specifications.
For AIP contracts, the Engineer should advise the Sponsor if he accepts work that is not
in "reasonably close conformity" to the Contract," Plans, Specifications. The Sponsor
will in turn advise the FAA. Change orders or supplemental agreements e®
must bear the written approval of the FAA. ,
50-03 COORDINATION OF CONTRACT, PLANS, AND SPECIFICATIONS. The
contract, plans, specifications, and all referenced standards cited are essential parts of the
contract requirements. A requirement occurring in one is as binding as though occurring
in all. They are intended to be complementary and to describe and provide for a complete
work. In case of discrepancy, calculated dimensions will govern over scaled dimensions;
contract technical specifications shall govern over contract general provisions, plans, cited i
standards for materials or testing, and cited FAA advisory circulars; contract general
provisions shall govern over plans, cited standards for materials or testing, and cited FAA
advisory circulars; plans shall govern over cited standards for materials or testing and cited >-
FAA advisory circulars. `"
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The Contractor shall not take advantage of any apparent error or omission on the plans or
specifications. In the event the Contractor discovers any apparent error or
discrepancy, he shall immediately call upon the Engineer for his/her interpretation and
decision, and such decision shall be final.
50-04 COOPERATION OF CONTRACTOR. The Contractor will be supplied with two copies
each of the plans and specifications. He shall have available on the work at all times one copy
each of the plans and specifications. Additional copies of plans and specifications may be
obtained by the Contractor for the cost of reproduction.
The Contractor shall give constant attention to the work to facilitate the progress
thereof, and he shall cooperate with the Engineer and his/her inspectors and with other
contractors in every way possible. The Engineer shall allocate the work and designate the c
sequence of construction in case of controversy between contractors. The
Contractor shall have a competent superintendent on the work at all times who is fully
authorized as his/her agent on the work. The superintendent shall be capable of
reading and thoroughly understanding the plans and specifications and shall receive and
fulfill instructions from the Engineer or his/her authorized representative.
50-05 COOPERATION BETWEEN CONTRACTORS.The owner reserves the right to contract
for and perform other or additional work on or near the work covered by this contract.
When separate contracts are let within the limits of any one project, each Contractor shall
conduct his/her work so as not to interfere with or hinder the progress of completion
of the work being performed by other Contractors. Contractors working on the same project
shall cooperate with each other as directed.
GENERAL PROVISIONS III-23
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Each Contractor involved shall assume all liability, financial or otherwise, in connection with
his/her contract and shall protect and save harmless the owner from any and all damages or
claims that may arise because of inconvenience, delays, or loss experienced by c
him because of the presence and operations of other Contractors working within the
limits of the same project.
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The Contractor shall arrange his/her work and shall place and dispose of the materials being
used so as not to interfere with the operations of the other Contractors within the limits of the
same project. He shall join his/her work with that of the others in an acceptable manner
and shall perform it in proper sequence to that of the others.
50-06 CONSTRUCTION LAYOUT AND STAKES. The Engineer shall establish
horizontal and vertical control only. The Contractor must establish all layout required for the
construction of the work. Such stakes and markings as the Engineer may set for either
his/her own or the Contractor's guidance shall be preserved by the Contractor. In case of
negligence on the part of the Contractor, or his/her employees, resulting in the destruction of
such stakes or markings, an amount equal to the cost of replacing the same may be i
deducted from subsequent estimates due the Contractor at the discretion of the Engineer.
50-07 AUTOMATICALLY CONTROLLED EQUIPMENT. Whenever batching or mixing plant �--
equipment is required to be operated automatically under the contract and a breakdown orco
malfunction of the automatic controls occurs, the equipment may be operated manually
or by other methods for a period 48 hours following the breakdown or malfunction, provided
this method of operations will produce results which conform to all other requirements of the
contract.
50-08 AUTHORITY AND DUTIES OF INSPECTORS. Inspectors employed by the
owner shall be authorized to inspect all work done and all material furnished. Such inspection E
may extend to all or any part of the work and to the preparation, fabrication, or manufacture
of the materials to be used. Inspectors are not authorized to revoke, alter, or waive any c
provision of the contract. Inspectors are not authorized to issue instructions contrary to the
plans and specifications or to act as foreman for the Contractor.
Inspectors employed by the owner are authorized to notify the Contractor or his/her
representatives of any failure of the work or materials to conform to the requirements of the
contract, plans, or specifications and to reject such nonconforming materials in question
until such issues can be referred to the Engineer for his/her decision. E
50-09 INSPECTION OF THE WORK. All materials and each part or detail of the work shall
be subject to inspection by the Engineer. The Engineer shall be allowed access to all parts of
the work and shall be furnished with such information and assistance by the Contractor as is
required to make a complete and detailed inspection. E
If the Engineer requests it, the Contractor, at any time before acceptance of the work, shall
remove or uncover such portions of the finished work as may be directed. After examination,
the Contractor shall restore said portions of the work to the standard required by the
specifications. Should the work thus exposed or examined prove acceptable, the
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uncovering, or removing, and the replacing of the covering or making good of the parts
removed will be paid for as extra work; but should the work so exposed or examined
prove unacceptable, the uncovering, or removing, and the replacing of the covering or
making good of the parts removed will be at the Contractor's expense. c
Any work done or materials used without supervision or inspection by an authorized
representative of the owner may be ordered removed and replaced at the Contractor's expense
unless the owner's representative failed to inspect after having been given reasonable notice
in writing that the work was to be performed. e®
Should the contract work include relocation, adjustment, or any other modification to existing
facilities, not the property of the (contract) owner, authorized representatives of the owners of
such facilities shall have the right to inspect such work. Such inspection shall in no sense
make any facility owner a party to the contract, and shall in no way interfere with the rights of
the parties to this contract.
50-10 REMOVAL OF UNACCEPTABLE AND UNAUTHORIZED WORK. All work i
which does not conform to the requirements of the contract, plans, and specifications will
be considered unacceptable, unless otherwise determined acceptable by the Engineer
as provided in the subsection titled CONFORMITY WITH PLANS AND SPECIFICATIONS of >-
this section. `"
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Unacceptable work, whether the result of poor workmanship, use of defective materials,
damage through carelessness, or any other cause found to exist prior to the final
acceptance of the work, shall be removed immediately and replaced in an acceptable manner
in accordance with the provisions of the subsection titled CONTRACTOR'S RESPONSIBILITY
FOR WORK of Section 70.
Work done contrary to the instructions of the Engineer, work done beyond the lines
shown on the plans or as given, except as herein specified, or any extra work done
without authority, will be considered as unauthorized and will not be paid for under the
provisions of the contract. Work so done may be ordered removed or replaced at the
Contractor's expense.
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Upon failure on the part of the Contractor to comply forthwith with any order of the c
Engineer made under the provisions of this subsection, the Engineer will have authority to
cause unacceptable work to be remedied or removed and replaced and unauthorized work to be removed and to deduct the costs (incurred by the owner) from any monies due or to
become due the Contractor.
50-11 LOAD RESTRICTIONS. The Contractor shall comply with all legal load
restrictions in the hauling of materials on public roads beyond the limits of the work. A special
permit will not relieve the Contractor of liability for damage which may result from the
moving of material or equipment.
The operation of equipment of such weight or so loaded as to cause damage to
structures or to any other type of construction will not be permitted. Hauling of materials over
the base course or surface course under construction shall be limited as directed. No loads
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will be permitted on a concrete pavement, base, or structure before the expiration of
the curing period. The Contractor shall be responsible for all damage done by his/her hauling
equipment and shall correct such damage at his/her own expense.
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50-12 MAINTENANCE DURING CONSTRUCTION. The Contractor shall maintain the work
during construction and until the work is accepted. This maintenance shall constitute
continuous and effective work prosecuted day by day, with adequate equipment and
forces so that the work is maintained in satisfactory condition at all times.
In the case of a contract for the placing of a course upon a course or subgrade ,
previously constructed, the Contractor shall maintain the previous course or subgrade during
all construction operations.
All costs of maintenance work during construction and before the project is accepted shall
be included in the unit prices bid on the various contract items, and the Contractor will not be
paid an additional amount for such work.
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50-13 FAILURE TO MAINTAIN THE WORK. Should the Contractor at any time fail to maintain
the work as provided in the subsection titled MAINTENANCE DURING CONSTRUCTION of
this section, the Engineer shall immediately notify the Contractor of such noncompliance.
Such notification shall specify a reasonable time within which the Contractor shall be required co
to remedy such unsatisfactory maintenance condition. The time specified will give due
consideration to the exigency that exists.
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Should the Contractor fail to respond to the Engineer's notification, the Engineer may suspend
any work necessary for the owner to correct such unsatisfactory maintenance condition,
depending on the exigency that exists. Any maintenance cost incurred by the owner, shall be
deducted from monies due or to become due the Contractor.
50-14 PARTIAL ACCEPTANCE. If at any time during the prosecution of the project the
Contractor substantially completes a usable unit or portion of the work, the
occupancy of which will benefit the owner, he may request the Engineer to make final
inspection of that unit. If the Engineer finds upon inspection that the unit has been satisfactorily
completed in compliance with the contract, he may accept it as being completed, and the
Contractor may be relieved of further responsibility for that unit. Such partial acceptance c
and beneficial occupancy by the owner shall not void or alter any provision of the contract.
50-15 FINAL ACCEPTANCE. Upon due notice from the Contractor of presumptive completion
of the entire project, the Engineer and owner will make an inspection. If all construction
provided for and contemplated by the contract is found to be completed in accordance with the
contract, plans, and specifications, such inspection shall constitute the final inspection. The
Engineer shall notify the Contractor in writing of final acceptance as of the date of the
final inspection.
If, however, the inspection discloses any work, in whole or in part, as being
unsatisfactory, the Engineer will give the Contractor the necessary instructions for
correction of same and the Contractor shall immediately comply with and execute such
instructions. Upon correction of the work, another inspection will be made which shall constitute
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the final inspection, provided the work has been satisfactorily completed. In such event, the
Engineer will make the final acceptance and notify the Contractor in writing of this
acceptance as of the date of final inspection.
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50-16 CLAIMS FOR ADJUSTMENT AND DISPUTES. If for any reason the Contractor deems
that additional compensation is due him for work or materials not clearly provided for in the contract, plans, or specifications or previously authorized as extra work, he shall notify
the Engineer in writing of his/her intention to claim such additional compensation before he
begins the work on which he bases the claim. If such notification is not given or the e®
Engineer is not afforded proper opportunity by the Contractor for keeping strict account ,
of actual cost as required, then the Contractor hereby agrees to waive any claim for such
additional compensation. Such notice by the Contractor and the fact that the Engineer has kept
account of the cost of the work shall not in any way be construed as proving or substantiating
the validity of the claim. When the work on which the claim for additional compensation is
based has been completed, the Contractor shall, within 10 calendar days, submit his/her
written claim to the Engineer who will present it to the owner for consideration in accordance
with local laws or ordinances.
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Nothing in this subsection shall be construed as a waiver of the Contractor's right to
dispute final payment based on differences in measurements or computations. co
50-17 WARRANTY AND GUARANTEE. The Contractor warrants to the Owner that all
materials furnished under this Contract shall be new unless specified and free of defects and
in conformance with Contract requirements. Any work not so conforming to these standards
may be considered defective.
If, within one year after the date of final acceptance of the work, or within such longer period
of time as may be prescribed by law or by the terms of any applicable special guarantee
required by the Contract, any of the work is found to be defective or not in accordance with
Contract requirements, the Contractor shall correct it promptly after receipt of written notice
from the Owner to do so.
The obligations of the Contractor in this paragraph titled WARRANTY AND
GUARANTEE shall be in addition to and not in limitation of any obligations imposed upon
him by special guarantees required by the Contract or otherwise prescribed by law.
50-18 CONTRACT CLOSE-OUT. Subsequent to the final acceptance of this project by the
Engineer, the following requirements must be satisfied by the Contractor before final payment
can be made:
1. The Contractor must publicly advertise the NOTICE OF COMPLETION furnished by
the Engineer a minimum of once a week for four consecutive weeks.
2. The Contractor must execute copies of CONTRACTOR'S AFFIDAVIT OF PAYMENT
OF CLAIMS AND DEBTS.
3. The Contractor must have his Surety execute copies of CONSENT OF SURETY TO
FINAL PAYMENT.
GENERAL PROVISIONS III-27
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4. The Contractor must furnish a letter on his letterhead acknowledging that
acceptance of final payment by the Contractor constitutes a waiver of all claims, present
or future, in connection with this project.
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5. The Contractor must furnish a written guarantee on his letterhead covering all defects
in material and workmanship for a period of one year commencing on the date of final
acceptance.
6. If any purchase items have been incorporated in the work, the Contractor must furnish
a letter on his letterhead assigning those warranties to the OWNER. Copies of
said warranties shall be bound in one binder and submitted along with the letter
assignment.
7. In addition to the above, the Contractor shall provide all documents required in Special
Provision No. 1, Section 25.
50-19 CONCEALED CONDITIONS. Should conditions be encountered below the I
surface of the ground or should concealed or unknown conditions in an existing
structure vary to an unreasonable extent from the conditions indicated by the drawings and
Specifications, the Engineer shall be notified by the Contractor and instructions shall be .i,
equitably adjusted upon claim of either party made within thirty (30) days after the first co
observation. The conditions shown on the drawings or attached to these Specifications, are
presented only as information that is available indicating certain conditions found and limited to
the exact locations and dates shown. Neither the Owner nor the Engineer shall be responsible cV
for making the determination of water table variations prior to bidding and shall not assume
that any water levels shown by the aforesaid core boring data will necessarily be maintained
at the level indicated.
50-20 RECORD SET DRAWINGS. The Contractor shall, without additional cost, keep a
separate copy of all Specifications, drawings, addenda, modifications, and shop
drawings at the site in good order and annotated currently to show all changes made during
the construction process. These shall be available to the Engineer for review of record
information thereon each month prior to approval of monthly application for payment,
and shall be delivered to him for the Owner upon completion of the Project.
Record information shall include but not be limited to record dimensions, finished
pavement grades, finished elevation of structures, record inverts, etc.
The Contractor shall, without additional cost, furnish to the Owner three (3) complete sets
of all maintenance manuals, parts lists, and operating instructions covering materials,
equipment and installations having moving parts. It is mandatory that all of the aforesaid be
delivered at the same time and with the materials, equipment, and installations, so that proper
installation and operation can be promptly made.
50-21 TERMINATION OF CONTRACTOR'S RESPONSIBILITY. The Contract will be
considered complete when all work has been completed and has been accepted by the Owner.
The Contractor will then be released from further obligation except as set forth in his bond.
GENERAL PROVISIONS III-28
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END OF SECTION 50
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GENERAL PROVISIONS III-29
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S E C T I O N 6 0
CONTROL OF MATERIALS
60-01 SOURCE OF SUPPLY AND QUALITY REQUIREMENTS. The materials used on
the work shall conform to the requirements of the contract, plans, and specifications. Unless
otherwise specified, such materials that are manufactured or processed shall be new (as e®
compared to used or reprocessed).
In order to expedite the inspection and testing of materials, the Contractor shall furnish
complete statements to the Engineer as to the origin, composition, and manufacture of all
materials to be used in the work. Such statements shall be furnished promptly after execution
of the contract but, in all cases, prior to delivery of such materials.
0
At the Engineer's option, materials may be approved at the source of supply before
delivery is stated. If it is found after trial that sources of supply for previously approved materials
do not produce specified products, the Contractor shall furnish materials from other sources. i
The Contractor shall furnish airport lighting equipment that conforms to the >_
requirements of cited materials specifications. In addition, where an FAA specification for
airport lighting equipment is cited in the plans or specifications, the Contractor shall furnish co
such equipment that is:
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A. Listed in FAA Advisory Circular (AC) 150/5345-1, Approved Airport
Equipment, that is in effect on the date of advertisement; and,
B. Produced by the manufacturer qualified (by FAA) to produce such
specified and listed equipment. E
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The following airport lighting equipment is required for this contract and is to be
furnished by the Contractor in accordance with the requirements of this subsection: N/A
EQUIPMENT NAME
CITED FAA SPECIFICATIONS c
EFFECTIVE FAA AC OR APPROVAL LETTER FOR
EQUIPMENT AND MANUFACTURER
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60-02 SAMPLES, TESTS, AND CITED SPECIFICATIONS. All materials used in the work
shall be inspected, tested, and approved by the Engineer before incorporation in the work.
Any work in which untested materials are used without approval or written permission of the
Engineer shall be performed at the Contractor's risk. Materials found to be unacceptable
and unauthorized will not be paid for and, if directed by the Engineer, shall be removed
at the Contractor's expense. Unless otherwise designated, tests in accordance with the cited
standard methods of AASHTO or ASTM which are current on the date of advertisement for
bids will be made by and at the expense of the
GENERAL PROVISIONS III-30
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owner. Samples will be taken by a qualified representative of the owner. All materials being
used are subject to inspection, test, or rejection at any time prior to or during incorporation into
the work. Copies of all tests will be furnished to the Contractor's representative at his/her
request. c
60-03 CERTIFICATION OF COMPLIANCE. The Engineer may permit the use, prior to
sampling and testing, of certain materials or assemblies when accompanied by a,
manufacturer's certificates of compliance stating that such materials or assemblies fully comply
with the requirements of the contract. The certificate shall be signed by the manufacturer. Each
lot of such materials or assemblies delivered to the work must be accompanied by a certificate
of compliance in which the lot is clearly identified.
Materials or assemblies used on the basis of certificates of compliance may be sampled and
tested at any time and if found not to be in conformity with contract requirements will be
subject to rejection whether in place or not.
The form and distribution of certificates of compliance shall be as approved by the i
Engineer.
When a material or assembly is specified by "brand name or equal" and the Contractor elects �
to furnish the specified "brand name," the Contractor shall be required to furnish the co
manufacturer's certificate of compliance for each lot of such material or assembly delivered
to the work. Such certificate of compliance shall clearly identify each lot delivered and
shall certify as to:
A. Conformance to the specified performance, testing, quality or dimensional
requirements; and,
B. Suitability of the material or assembly for the use intended in the contract
work. c
Should the Contractor propose to furnish an "or equal" material or assembly, he shall furnish
the manufacturer's certificates of compliance as hereinbefore described for the specified
brand name material or assembly. However, the Engineer shall be the sole judge as to
whether the proposed "or equal" is suitable for use in the work.
The Engineer reserves the right to refuse permission for use of materials or assemblies on E
the basis of certificates of compliance.
60-04 PLANT INSPECTION. The Engineer or his/her authorized representative may inspect,
at its source, any specified material or assembly to be used in the work. Manufacturing plants
may be inspected from time to time for the purpose of determining compliance with specified
manufacturing methods or materials to be used in the work and to obtain samples required
for his/her acceptance of the material or assembly.
Should the Engineer conduct plant inspections, the following conditions shall exist:
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A. The Engineer shall have the cooperation and assistance of the Contractor and
the producer with whom he has contracted for materials.
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B. The Engineer shall have full entry at all reasonable times to such parts of the c
plant that concern the manufacture or production of the materials being
furnished.
C. If required by the Engineer, the Contractor shall arrange for adequate
office or working space that may be reasonably needed for conducting plant
inspections. Office or working space should be conveniently located with
respect to the plant.
It is understood and agreed that the owner shall have the right to retest any material which
has been tested and approved at the source of supply after it has been delivered to the site.
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The Engineer shall have the right to reject only material which, when retested, does
not meet the requirements of the contract, plans, or specifications.
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60-05 REVIEW AND ACCEPTANCE OF MATERIALS. The Contractor shall furnish to
the Engineer for review, all Contractor's, subcontractor's and manufacturer's drawings, which
shall be deemed to include shop material lists and performance data, which may be
required by the Specifications, requested by the Engineer or otherwise necessary for the co
proper execution of the work. At the time of each submission, the Contractor shall in writing
call the Engineer's attention to any deviations that the shop drawings may have from the
requirements of the Contract documents.
Where called for, the Contractor shall furnish two samples of each material, texture, color,
etc., clearly labeled as to name and quality of material, manufacturer and application
on the job. No work requiring a shop drawing or sample submission shall be started until the
submission has been reviewed by the Engineer.
The Engineer's review of shop drawings or samples will not relieve the Contractor from his
responsibility for any deviations from the requirements of the Contract documents unless the
Contractor has in writing called for the Engineer's attention to such deviations at the time of
submission and the Engineer has given written comments on the specific deviation, nor will it
relieve the Contractor from errors or omissions in the shop drawings.
60-06 ENGINEER'S FIELD OFFICE AND LABORATORY. The Contractor shall
furnish for the duration of the project one building for the use of the field Engineers
and inspectors, as a field office. This facility shall be an approved weatherproof
building meeting the current State Highway Specifications (for example, Class I
Field Office or Type C Structure). This building shall be located conveniently near to the
construction. The Contractor shall furnish a photocopy machine, water, sanitary facilities, heat,
air conditioning, and electricity.
60-07 STORAGE OF MATERIALS. Materials shall be so stored as to assure the preservation
of their quality and fitness for the work. Stored materials, even though approved before storage,
may again be inspected prior to their use in the work. Stored materials shall be located so as
to facilitate their prompt inspection. The Contractor shall coordinate the storage of all
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materials with the Engineer. Materials to be stored on airport property shall not create an
obstruction to air navigation nor shall they interfere with the free and unobstructed movement
of aircraft. Unless otherwise shown on the plans, the storage of materials and the location of
the Contractor's plant and parked equipment or vehicles shall be as directed by the Engineer. c
Private property shall not be used for storage purposes without written permission of the owner
or lessee of such property. The Contractor shall make all arrangements and bear all expenses
for the storage of materials on private property. Upon request, the Contractor shall furnish the
Engineer a copy of the property owner's permission.
All storage sites on private or airport property shall be restored to their original condition by the ,
Contractor at his/her entire expense, except as otherwise agreed to (in writing) by the owner
or lessee of the property.
60-08 UNACCEPTABLE MATERIALS. Any material or assembly that does not
conform to the requirements of the contract, plans, or specifications shall be considered
unacceptable and shall be rejected. The Contractor shall remove any rejected material or
assembly from the site of the work, unless otherwise instructed by the Engineer.
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Rejected material or assembly, the defects of which have been corrected by the
Contractor, shall not be returned to the site of the work until such time as the Engineer has >-
approved its use in the work. Per Section 255.04, Florida Statutes, the use of asbestos `"
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or asbestos-based fiber materials is prohibited in any buildings, construction of which is
commenced after September 30, 1983, which is financed with public funds or is constructed
for the express purpose of being leased to any governmental entity.
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60-09 OWNER FURNISHED MATERIALS. The Contractor shall furnish all materials required
to complete the work, except those specified herein (if any) to be furnished by the owner.
Owner-furnished materials shall be made available to the Contractor at the location specified
herein.
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All costs of handling, transportation from the specified location to the site of work,
storage, and installing owner-furnished materials shall be included in the unit price bid for
the contract item in which such owner-furnished material is used.
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After any owner-furnished material has been delivered to the location specified, the Contractor c
shall be responsible for any demurrage, damage, loss, or other deficiencies which may occur
during the Contractor's handling, storage, or use of such owner-furnished material. The
owner will deduct from any monies due or to become due the Contractor any cost incurred
by the owner in making good such loss due to the Contractor's handling, storage, or use
of owner-furnished materials.
END OF SECTION 60
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S E C T I O N 7 0
LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC
70-01 LAWS TO BE OBSERVED. The Contractor shall keep fully informed of all
Federal and state laws, all local laws, ordinances, and regulations and all orders and decrees
of bodies or tribunals having any jurisdiction or authority, which in any manner affect those
engaged or employed on the work, or which in any way affect the conduct of the work. He
shall at all times observe and comply with all such laws, ordinances, regulations, orders, and
decrees; and shall protect and indemnify the owner and all his/her officers, agents, or
servants against any claim or liability arising from or based on the violation of any such
law, ordinance, regulation, order, or decree, whether by himself or his/her employees.
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70-02 PERMITS, LICENSES, AND TAXES. The Contractor shall procure all permits and
licenses, pay all charges, fees, and taxes, and give all notices necessary and incidental
to the due and lawful prosecution of the work. i
70-03 PATENTED DEVICES, MATERIALS, AND PROCESSES. If the Contractor is required >_
or desires to use any design, device, material, or process covered by letters of patent or
copyright, he shall provide for such use by suitable legal agreement with the patentee or co
owner. The Contractor and the surety shall indemnify and save harmless the owner, any
third party, or political subdivision from any and all claims for infringement by cV
reason of the use of any such patented design, device, material or process, or any
trademark or copyright, and shall indemnify the owner for any costs, expenses, and damages
which it may be obliged to pay by reason of an infringement, at any time during the prosecution
or after the completion of the work.
70-04 RESTORATION OF SURFACES DISTURBED BY OTHERS. The owner
reserves the right to authorize the construction, reconstruction, or maintenance of any public c
or private utility service, FAA or National Oceanic and Atmospheric
Administration (NOAA) facility, or a utility service of another government agency at any time
during the progress of the work. To the extent that such construction,
reconstruction, or maintenance has been coordinated with the owner, such authorized work
(by others) is indicated as follows: N/A
(Leiner (Utility or Other FaGility)
I OGatinn /Qoo RaA 211oo4 NO.)
DR_.-6A_n 4n G_GRtaGt (Alamo Title Address and Dhnno\
Except as listed above, the Contractor shall not permit any individual, firm, or
corporation to excavate or otherwise disturb such utility services or facilities located within E
the limits of the work without the written permission of the Engineer.
Should the owner of public or private utility service, FAA, or NOAA facility, or a utility
GENERAL PROVISIONS III-34
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service of another government agency be authorized to construct, reconstruct, or
maintain such utility service or facility during the progress of the work, the Contractor shall
cooperate with such owners by arranging and performing the work in this contract so as to
facilitate such construction, reconstruction or maintenance by others whether or not such work c
by others is listed above. When ordered as extra work by the Engineer, the Contractor shall
make all necessary repairs to the work which are due to such authorized work by others,
unless otherwise provided for in the contract, plans, or specifications. It is understood and
agreed that the Contractor shall not be entitled to make any claim for damages due to such
authorized work by others or for any delay to the work resulting from such authorized work. e®
70-05 FEDERAL AID PARTICIPATION. For AIP contracts, the United States
Government has agreed to reimburse the owner for some portion of the contract costs. Such
reimbursement is made from time to time upon the owner's (sponsor's) request to the FAA. In
consideration of the United Sates Government's (FAA's) agreement with the owner, the
owner has included provisions in this contract pursuant to the requirements of the
Airport Improvement Act of 1982, as amended by the Airport and Airway Safety and Capacity
Expansion Act of 1987, and the Rules and Regulations of the FAA that pertain to the work. i
As required by the Act, the contract work is subject to the inspection and approval of duly
authorized representatives of the Administrator, FAA, and is further subject to those
provisions of the rules and regulations that are cited in the contract, plans, or specifications. co
No requirement of the Act, the rules and regulations implementing the Act, or this
contract shall be construed as making the Federal Government a party to the contract nor
will any such requirement interfere, in any way, with the rights of either party to the contract.
70-06 SANITARY, HEALTH, AND SAFETY PROVISIONS. The Contractor shall
provide and maintain in a neat, sanitary condition such accommodations for the use of his/her
employees as may be necessary to comply with the requirements of the state and local
Board of Health, or of other bodies or tribunals having jurisdiction.
Attention is directed to Federal, state, and local laws, rules and regulations concerning
construction safety and health standards. The Contractor shall not require any worker to
work in surroundings or under conditions which are unsanitary, hazardous, or
dangerous to his/her health or safety.
70-07 PUBLIC CONVENIENCE AND SAFETY.The Contractor shall control his/her operations
and those of his/her subcontractors and all suppliers, to assure the least inconvenience to the
traveling public. Under all circumstances, safety shall be the most important consideration.
The Contractor shall maintain the free and unobstructed movement of aircraft and
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vehicular traffic with respect to his/her own operations and those of his/her
subcontractors and all suppliers in accordance with the subsection titled
MAINTENANCE OF TRAFFIC of Section 40 hereinbefore specified and shall limit such
operations for the convenience and safety of the traveling public as specified in the c
subsection titled LIMITATION OF OPERATIONS of Section 80 hereinafter.
70-08 BARRICADES, WARNING SIGNS, AND HAZARD MARKINGS. The a,
Contractor shall furnish, erect, and maintain all barricades, warning signs, and markings
for hazards necessary to protect the public and the work. When used during periods of
darkness, such barricades, warning signs, and hazard markings shall be suitably
illuminated.
For vehicular and pedestrian traffic, the Contractor shall furnish, erect, and maintain
barricades, warning signs, lights and other traffic control devices in reasonable
conformity with the Manual of Uniform Traffic Control Devices for Streets and Highways
(published by the United States Government Printing Office).
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When the work requires closing an air operations area of the airport or portion of such
area, the Contractor shall furnish, erect, and maintain temporary markings and
associated lighting conforming to the requirements of AC 150/5340-1, Standards
for Airport Markings. co
The Contractor shall furnish, erect, and maintain markings and associated lighting
of open trenches, excavations, temporary stockpiles, and his/her parked construction
equipment that may be hazardous to the operation of emergency fire-rescue
or maintenance vehicles on the airport in reasonable conformance to AC 150/5370-2,
Operational Safety on Airports During Construction.
The Contractor shall identify each motorized vehicle or piece of construction
equipment in reasonable conformance to AC 150/5370-2.
The Contractor shall furnish and erect all barricades, warning signs, and markings for
hazards prior to commencing work which requires such erection and shall maintain the
barricades, warning signs, and markings for hazards until their dismantling is directed
by the Engineer.
Open-flame type lights shall not be permitted within the air operations areas of
the airport.
70-09 WORK ACCESS. Any haul roads, ditch crossings, storage areas, etc., that the
Contractor may require shall be constructed and maintained at the Contractor's
expense.
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The Contractor shall not use runways, taxiways or other paved areas on the air
operations portions of the airport for access to and from the job site unless authorized
by the Owner. No equipment or vehicles will be allowed on the air operations portions of
the airport except as authorized by the Owner. c
Any runways, taxiways or other paved areas damaged by the Contractor's vehicles or
equipment shall be repaired by the Contractor at no cost to the Owner.
From time to time when required, the Contractor shall move Contractor's vehicles or
equipment and men from along the edge of the runway/taxiway/apron to allow aircraft
operations on the pavement.
70-10 USE OF EXPLOSIVES. When the use of explosives is necessary for the
prosecution of the work, the Contractor shall exercise the utmost care not to endanger
life or property, including new work. The Contractor shall be responsible for all damage
resulting from the use of explosives.
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All explosives shall be stored in a secure manner in compliance with all laws and
ordinances, and all such storage places shall be clearly marked. Where no local laws
or ordinances apply, storage shall be provided satisfactory to the Engineer and,
in general, not closer than 1,000 feet (300 m) from the work or from any building, road, co
or other place of human occupancy.
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The Contractor shall notify each property owner and public utility company having
structures or facilities in proximity to the site of the work of his/her intention to use
explosives. Such notice shall be given sufficiently in advance to enable them to take
such steps as they may deem necessary to protect their property from injury.
The use of electrical blasting caps shall not be permitted on or within 1,000 feet (300
m) of the airport property.
70-11 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE. The
Contractor shall be responsible for the preservation of all public and private property,
and shall protect carefully from disturbance or damage all land monuments and property
markers until the Engineer has witnessed or otherwise referenced their location and
shall not move them until directed.
The Contractor shall be responsible for all damage or injury to property of any
character, during the prosecution of the work, resulting from any act, omission, neglect,
or misconduct in his/her manner or method of executing the work, or at any time due to
defective work or materials, and said responsibility will not be released until the project
shall have been completed and accepted.
When or where any direct or indirect damage or injury is done to public or private
property by or on account of any act, omission, neglect, or misconduct in the execution
of the work, or in consequence of the non-execution thereof by the Contractor, he shall
restore, at his/her own expense, such property to a condition similar or equal to that
existing before such damage or injury was done, by repairing, or otherwise restoring as
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may be directed, or he shall make good such damage or injury in an acceptable
manner.
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70-12 RESPONSIBILITY FOR DAMAGE CLAIMS. The Contractor shall indemnify and c
save harmless the Engineer and the owner and their officers, and employees from all suits,
actions, or claims of any character brought because of any injuries (including death) or damage -
received or sustained by any person, persons, or property on account of the operations of the
Contractor; or on account of or in consequence of any neglect in safeguarding the work; or
through use of unacceptable materials in constructing the work; or because of any act or e®
omission, neglect, or misconduct of said Contractor; or because of any claims or amounts ,
recovered from any infringements of patent, trademark, or copyright; or from any claims
or amounts arising or recovered under the "Workmen's Compensation Act," or any other law,
ordinance, order, or decree. Money due the Contractor under and by virtue of his/her
contract as may be considered necessary by the owner for such purpose may be retained
for the use of the owner or, in case no money is due, his/her surety may be held until such
suit or suits, action or actions, claim or claims for injuries or damages as aforesaid shall have
been settled and suitable evidence to that effect furnished to the owner, except that
money due the Contractor will not be withheld when the Contractor produces satisfactory i
evidence that he is adequately protected by public liability and property damage insurance.
70-13 THIRD PARTY BENEFICIARY CLAUSE. It is specifically agreed between the parties
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executing the contract that it is not intended by any of the provisions of any part of the contract
to create in the public or any member thereof a third party beneficiary or to authorize anyone
not a party to the contract to maintain a suit for personal injuries or property damage pursuant
to the terms or provisions of the contract.
70-14 OPENING SECTIONS OF THE WORK TO TRAFFIC. Should it be necessary for
the Contractor to complete portions of the contract work for the beneficial occupancy of the
owner prior to completion of the entire contract, such "phasing" of the work shall be specified
herein and indicated on the plans. When so specified, the Contractor shall complete such
portions of the work on or before the date specified or as otherwise specified. The
Contractor shall make his/her own estimate of the difficulties involved in arranging his/her work
to permit such beneficial occupancy by the owner as described below: N/A
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Phase or Description c
Required Date or Sequence of Owner's Beneficial Occupancy Work Shown on
Plan Sheet
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Upon completion of any portion of the work listed above, such portion shall be accepted by
the owner in accordance with the subsection titled PARTIAL ACCEPTANCE of Section
50.
No portion of the work may be opened by the Contractor for public use until ordered by the
Engineer in writing. Should it become necessary to open a portion of the work to public
traffic on a temporary or intermittent basis, such openings shall be made when, in the opinion
of the Engineer, such portion of the work is in an acceptable condition to support the intended
traffic. Temporary or intermittent openings are considered to be inherent in the work and shall
not constitute either acceptance of the portion of the work so opened or a waiver of any
provision of the contract. Any damage to the portion of the work so opened that is not
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attributable to traffic which is permitted by the owner shall be repaired by the Contractor at
his/her expense.
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The Contractor shall make his/her own estimate of the inherent difficulties involved in c
completing the work under the conditions herein described and shall not claim any
added compensation by reason of delay or increased cost due to opening a portion of the
contract work.
70-15 CONTRACTOR'S RESPONSIBILITY FOR WORK. Until the Engineer's final e®
written acceptance of the entire completed work, excepting only those portions of the work ,
accepted in accordance with the subsection titled PARTIAL ACCEPTANCE of Section
50, the Contractor shall have the charge and care thereof and shall take every precaution
against injury or damage to any part due to the action of the elements or from any other
cause, whether arising from the execution or from the non-execution of the work. The
Contractor shall rebuild, repair, restore, and make good all injuries or damages to any portion
of the work occasioned by any of the above causes before final acceptance and shall bear the
expense.
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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, co
signs, or other facilities at his/her expense. During such period of suspension of
work, the Contractor shall properly and continuously maintain in an acceptable growing
condition all living material in newly established planting, seeding, and sodding furnished
under his/her contract, and shall take adequate precautions to protect new tree growth and
other important vegetative growth against injury.
70-16 CONTRACTOR'S RESPONSIBILITY FOR UTILITY SERVICE AND FACILITIES OF
OTHERS. As provided in the subsection titled RESTORATION OF SURFACES DISTURBED
BY OTHERS of this section, the Contractor shall cooperate with the owner of any public or
private utility service, FAA or NOAA, or a utility service of another government agency that
may be authorized by the owner to construct, reconstruct or maintain such utility services or
facilities during the progress of the work. In addition, the Contractor shall control his/her
operations to prevent the unscheduled interruption of such utility services and facilities.
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To the extent that such public or private utility services, FAA, or NOAA facilities, or utility
services of another governmental agency are known to exist within the limits of the -
contract work, the approximate locations have been indicated on the plans and the owners are
indicated as follows: N/A
Utility Service or Facility
Person to Contact (Name, Title, Address, & Phone) Owner's
Emergency Contact (Phone)
It is understood and agreed that the owner does not guarantee the accuracy or the
completeness of the location information relating to existing utility services, facilities, or
structures that may be shown on the plans or encountered in the work. Any inaccuracy or
omission in such information shall not relieve the Contractor of his/her responsibility to protect
GENERAL PROVISIONS III-39
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such existing features from damage or unscheduled interruption of service.
It is further understood and agreed that the Contractor shall, upon execution of the
contract, notify the owners of all utility services or other facilities of his/her plan of c
operations. Such notification shall be in writing addressed to THE PERSON TO
CONTACT as provided hereinbefore in this subsection and the subsection titled
RESTORATION OF SURFACES DISTURBED BY OTHERS of this section. A copy of each
notification shall be given to the Engineer.
In addition to the general written notification hereinbefore provided, it shall be the ,
responsibility of the Contractor to keep such individual owners advised of changes in his/her
plan of operations that would affect such owners.
Prior to commencing the work in the general vicinity of an existing utility service or
facility, the Contractor shall again notify each such owner of his/her plan of operation. If, in
the Contractor's opinion, the owner's assistance is needed to locate the utility service
or facility or the presence of a representative of the owner is desirable to observe the i
work, such advice should be included in the notification. Such notification shall be given by
the most expeditious means to reach the utility owner's PERSON TO CONTACT no later
than two normal business days prior to the Contractor's commencement of >-
operations in such general vicinity. The Contractor shall furnish a written summary of the `"
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notification to the Engineer.
The Contractor's failure to give the two day's notice hereinabove provided shall be
cause for the Engineer to suspend the Contractor's operations in the general vicinity of a
utility service or facility.
Where the outside limits of an underground utility service have been located and staked on
the ground, the Contractor shall be required to use excavation methods acceptable to the
Engineer within 3 feet (90 cm) of such outside limits at such points as may be required to
ensure protection from damage due to the Contractor's operations.
Should the Contractor damage or interrupt the operation of a utility service or facility by
accident or otherwise, he shall immediately notify the proper authority and the Engineer and
shall take all reasonable measures to prevent further damage or interruption of service. c
The Contractor, in such events, shall cooperate with the utility service or facility owner and the
Engineer continuously until such damage has been repaired and service restored to the -
satisfaction of the utility or facility owner.
The Contractor shall bear all costs of damage and restoration of service to any utility service
or facility due to his/her operations whether or not due to negligence or accident. The contract
owner reserves the right to deduct such costs from any monies due or which may become
due the Contractor, or his/her surety.
70-17 FURNISHING RIGHTS-OF-WAY. The owner will be responsible for furnishing all
rights-of-way upon which the work is to be constructed in advance of the Contractor's
operations.
GENERAL PROVISIONS III-40
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70-18 PERSONAL LIABILITY OF PUBLIC OFFICIALS. In carrying out any of the
contract provisions or in exercising any power or authority granted to him by this
contract, there shall be no liability upon the Engineer, his/her authorized
representatives, or any officials of the owner either personally or as an official of the c
owner. It is understood that in such matters they act solely as agents and
representatives of the owner.
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70-19 NO WAIVER OF LEGAL RIGHTS. Upon completion of the work, the owner will
expeditiously make final inspection and notify the Contractor of final acceptance. Such final
acceptance, however, shall not preclude or stop the owner from correcting any measurement,
estimate, or certificate made before or after completion of the work, nor shall the owner be
precluded or stopped from recovering from the Contractor or his/her surety, or both, such
overpayment as may be sustained, or by failure on the part of the Contractor to fulfill his/her
obligations under the contract. A waiver on the part of the owner of any breach of any part
of the contract shall not be held to be a waiver of any other or subsequent breach.
The Contractor, without prejudice to the terms of the contract, shall be liable to the owner
for latent defects, fraud, or such gross mistakes as may amount to fraud, or as regards the i
owner's rights under any warranty or guaranty.
70-20 ENVIRONMENTAL PROTECTION. The Contractor shall comply with allco
Federal, state, and local laws and regulations controlling pollution of the environment. He
shall take necessary precautions to prevent pollution of streams, lakes, ponds, and reservoirs
with fuels, oils, bitumen, chemicals, or other harmful materials and to prevent pollution of the
atmosphere from particulate and gaseous matter.
In the event of conflict between Federal, State or local laws, codes, ordinances, rules and
regulations concerning pollution control, the most restrictive applicable ones shall apply. The
Contractor shall pay special attention to the pollution control requirements of the several
specifications. Work items which may cause excessive pollution and shall be closely
controlled by the Contractor are:
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GENERAL PROVISIONS III-41
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(a) Clearing, grubbing, burning or other disposal.
(b) Stripping, excavation, and embankment.
(c) Drainage and ditching.
(d) Aggregate production, handling and placing.
(e) Cement, lime or other stabilization.
(f) Concrete and bituminous materials handling, production, and paving. E
(g) Seeding, fertilizing, mulching and use of herbicides or insecticides.
(h) Contractor's own housekeeping items; haul roads; sanitary facilities; water
supply; equipment fueling, servicing and cleaning; job clean up and disposal.
When the Contractor submits his tentative progress schedule in accordance with
PROSECUTION and PROGRESS, Section 80, he shall also submit for acceptance of the
Engineer, his schedules for accomplishment of temporary and permanent erosion control
work, as are applicable for clearing, grading, structures at watercourses, construction, c
and paving, and his proposed method of erosion control and methods of operations which shall
be accepted by the Engineer.
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All bituminous and Portland cement concrete proportioning plants shall meet state
requirements.
The following listed stipulations shall apply to this Contract unless more restrictive ones are co
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specified by the Plans, special provisions, laws, codes, ordinance, etc. Cost of pollution
control shall be incidental to the appropriate work items unless otherwise specified. cV
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(1) Control of Water Pollution and Siltation.
a. All work of water pollution and siltation control is subject to inspection by the
local and/or state government enforcing agent. E
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b. All applicable regulations of Fish and Wildlife agencies and statutes
relating to the prevention and abatement of pollution shall be complied with
in the performance of the Contract.
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C. Construction operations shall be conducted in such manner as to reduce c
erosion to the practicable minimum and to prevent damaging siltation of
watercourses, streams, lakes or reservoirs. The surface area or erodible
land, either on or off the airport site, exposed to the elements by clearing,
grubbing or grading operations, including gravel pits, waste or disposal
areas and haul roads, at any one time, for this Contract, shall be subject to
approval of the Engineer and the duration of such exposure prior to final
trimming and finishing of the areas shall have full authority to order the
suspension of grading and other operations pending adequate and proper
performance of trimming, finishing and maintenance work or to restrict the area
of erodible land exposed to the elements.
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d. Materials used for permanent erosion control measures shall meet the
requirements of the applicable Specifications. Gravel or stone, consisting of
durable particles of rock and containing only negligible quantities of fines,
shall be used for construction pads, haul roads and temporary roads in or across
streams.
e. Where called for on the Plans, a stilling basin shall be constructed to
prevent siltation in the stream from construction operations.
f. The disturbance of lands and waters that are outside the limits of
construction as staked is prohibited, except as found necessary and
approved by the Engineer.
g. The Contractor shall conduct his work in such manner as to prevent the entry of
fuels, oils, bituminous materials, chemicals, sewage or other harmful
materials into streams, rivers, lakes or reservoirs.
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h. Water from aggregate washing or other operations containing sediment shall
be treated by filtration, by use of a settling basin or other means to reduce the
sediment content to a level acceptable to the local and/or state governmental
enforcing agent. co
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i. All waterways shall be cleared as soon as practicable of false work, piling, debris
or other obstructions placed during construction operations and not a part of the N
finished work. Care shall be taken during construction and removal of such
barriers to minimize the muddying of a stream.
j. The Contractor shall care for the temporary erosion and siltation control measures E
during the period that the temporary measures are required and for the permanent
erosion control measures until the Contract has been completed and accepted.
Such care shall consist of the repair of areas damaged by erosion, wind, fire or
other causes.
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k. Permanent and temporary erosion control work that is damaged due c
to the Contractor's operations or where the work required is attributed to the
Contractor's negligence, carelessness or failure to install permanent
controls at the proper time, shall be repaired at the Contractor's expense.
(2) Open Burning of Combustible Wastes.
a. The Contractor shall obtain a burning permit from local authorities, where
applicable, prior to any burning.
b. All burning shall conform to the conditions of the permit, except that the
conditions herein shall apply if they are more restrictive.
C.
No tires, oils (except atomize fuels applied by approved equipment),
asphalt, paint, or coated metals shall be permitted in combustible waste
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piles.
d. Burning will not be permitted within 1,000 feet of a residential or built-up area
nor within 100 feet of any standing timber or flammable growth unless c
otherwise specified.
e. Burning shall not be permitted unless the prevailing wind is away from a
nearby town or built-up area.
f. Burning shall not be permitted during a local air inversion or other climatic
condition as would result in a pall of smoke over a nearby town or built-up area.
g. Burning shall not be permitted when the danger of brush of forest fires is
made known by Federal, State, or local officials.
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h. The size and number of fires shall be restricted to avoid the danger or
brush or forest fires. Burning shall be done under surveillance of a i
watchman who shall have fire-fighting equipment and tools readily
available.
(3) Control of Other air Pollutants. co
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a. Minimum possible areas of open grading, borrow or aggregate excavation
shall be exposed at one time, consistent with the progress of the Work. N
b. Grading areas shall be kept at proper moisture conditions.
C. Sand or dust blows shall be temporarily mulched, with or without seeding, or
otherwise controlled with stabilizing agents.
d. Temporary roads, haul routes, traffic or work areas shall be stabilized with dust
palliative, penetration asphalt, wood chips, or other approved
measures to prevent dust pollution.
e. Cements, fertilizers, chemicals, volatiles, etc., shall be stored in proper
containers or with proper coverings to prevent accidental discharge into the
air.
f. Aggregates bins, cement bins, and dry material batch trucks shall be
properly covered to prevent loss of material to the air.
g. Drilling, grinding and sand blasting apparatus shall be equipped with
water, chemical, or vacuum dust controlling systems.
h. Applications of chemicals and bitumens shall be held to recommended
rates.
GENERAL PROVISIONS III-44
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I. Bituminous mixing plants shall be equipped with dust collectors as noted
in the Specifications.
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j. Quarrying, batching, and mixing operations and the transfer of material c
between trucks, bins, or stockpiles shall be properly controlled to minimize dust
diffusion.
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k. When necessary, certain operations shall be delayed until proper wind or
climatic conditions exist to dissipate or inhibit potential pollutants to the e®
satisfaction of the Engineer. ,
70-21 ARCHAEOLOGICAL AND HISTORICAL FINDINGS. Unless otherwise
specified in this subsection, the Contractor is advised that the site of the work is not within
any property, district, or site, and does not contain any building, structure, or object listed
in the current National Register of Historic Places published by the United States Department
of Interior.
Should the Contractor encounter, during his/her operations, any building, part of a i
building, structure, or object which is incongruous with its surroundings, he shall
immediately cease operations in that location and notify the Engineer. The Engineer will >-
immediately investigate the Contractor's finding and will direct the Contractor to either
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resume his/her operations or to suspend operations as directed.
Should the Engineer order suspension of the Contractor's operations in order to protect an
archaeological or historical finding, or order the Contractor to perform extra work, such
shall be covered by an appropriate contract modification (change order or
supplemental agreement) as provided in the subsection titled EXTRA WORK of Section 40
and the subsection titled PAYMENT FOR EXTRA WORK AND FORCE ACCOUNT WORK of
Section 90. If appropriate, the contract modification shall include an extension of
contract time in accordance with the subsection titled DETERMINATION AND EXTENSION E
OF CONTRACT TIME of Section 80.
70-22 INSURANCE. The Contractor shall not commence work under this Contract until he
has obtained and provided insurance of the character specified in the special
provisions which will provide adequate protection to the Owner and the Contractor
against all liabilities, damages and accidents, nor shall he commence work until such c
insurance has been approved by the Owner. Neither approval by the Owner, nor a failure
to disapprove insurance furnished by a Contractor shall release the Contractor of full
responsibility for liability, damages and accidents as set forth herein. The Contractor shall E
maintain such required insurance in force during the life of this Contract, and no modification
or change in insurance coverage and provisions shall be made without thirty (30) days
written advance notice to the Owner.
The Contractor shall furnish certificates of insurance to the Owner prior to commencing any
operations under this Contract, which certificates shall clearly indicate that the Contractor
has obtained insurance, in this type, amount and classification, in strict compliance with this
subsection.
70-23 SUBMITTAL OF WAGE RATE SUMMARY. It shall be a condition of this
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Contract and shall be made a condition of all Sub-contract entered into pursuant to this
Contract, that the Contractor and any Sub-Contractor will submit to the Owner weekly,
one copy of the Summary of Wage Rates.
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END OF SECTION 70
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GENERAL PROVISIONS III-46
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SECTION 80
PROSECUTION AND PROGRESS
80-01 SUBLETTING OF CONTRACT. The owner will not recognize any subcontractor on
the work. The Contractor shall at all times when work is in progress be represented either in
person, by a qualified superintendent, or by other designated, qualified representative
who is duly authorized to receive and execute orders of the Engineer.
Should the Contractor elect to assign his/her contract, said assignment shall be
concurred in by the surety, shall be presented for the consideration and approval of the owner,
and shall be consummated only on the written approval of the owner. In case of approval, the
Contractor shall file copies of all subcontracts with the Engineer.
80-02 PRE-CONSTRUCTION CONFERENCE. After the award of the Contract and
prior to the issuance of the "Notice to Proceed", a conference will be held to discuss the i
"Notice to Proceed" date, to establish procedures for handling shop drawings and other
submissions and for processing applications for payment, and to establish a >-
working understanding between the parties as to the project. !i°
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80-03 NOTICE TO PROCEED. The notice to proceed shall state the date on which it is
expected the Contractor will begin the construction and from which date contract time will cV
be charged. The Contractor shall begin the work to be performed under the contract within 10
days of the date set by the Engineer in the written notice to proceed, but in any event, the
Contractor shall notify the Engineer at least 24 hours in advance of the time actual
construction operations will begin.
80-04 PROSECUTION AND PROGRESS. Unless otherwise specified, the Contractor shall
submit his/her progress schedule for the Engineer's approval within 10 days after the c
effective date of the notice to proceed. The Contractor's progress schedule, when approved
by the Engineer, may be used to establish major construction operations and to check on the
progress of the work. The Contractor shall provide sufficient materials, equipment, and labor
to guarantee the completion of the project in accordance with the plans and specifications
within the time set forth in the proposal.
If the Contractor falls significantly behind the submitted schedule, the Contractor shall, upon E
the Engineer's request, submit a revised schedule for completion of the work within the
contract time and modify his/her operations to provide such additional materials,
equipment, and labor necessary to meet the revised schedule. Should the prosecution of the
work be discontinued for any reason, the Contractor shall notify the Engineer at least 24 hours
in advance of resuming operations.
For AI P contracts, the Contractor shall not commence any actual construction prior to the
date on which the notice to proceed is issued by the owner.
80-05 LIMITATION OF OPERATIONS. The Contractor shall control his/her operations and
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the operations of his/her subcontractors and all suppliers so as to provide for the free and
unobstructed movement of aircraft in the AIR OPERATIONS AREAS of the airport.
c
When the work requires the Contractor to conduct his/her operations within an AIR c
OPERATIONS AREA of the airport, the work shall be coordinated with airport
management (through the Engineer) at least 48 hours prior to commencement of such work.
The Contractor shall not close an AIR OPERATIONS AREA until so authorized by the
Engineer and until the necessary temporary marking and associated lighting is in place as
provided in the subsection titled BARRICADES, WARNING SIGNS, AND HAZARD
MARKINGS of Section 70.
When the contract work requires the Contractor to work within an AIR OPERATIONS AREA
of the airport on an intermittent basis (intermittent opening and closing of the AIR
OPERATIONS AREA), the Contractor shall maintain constant communications as hereinafter
specified; immediately obey all instructions to vacate the AIR OPERATIONS AREA;
immediately obey all instructions to resume work in such AIR OPERATIONS AREA.
Failure to maintain the specified communications or to obey instructions shall be cause for
suspension of the Contractor's operations in the AIR OPERATIONS AREA until the
satisfactory conditions are provided. The following AIR OPERATIONS AREA (AOA) cannot be
closed to operating aircraft to permit the Contractor's operations on a continuous basis and >-
will therefore be closed to aircraft operations intermittently as follows:
co
AOA CD
TIME PERIODS AOA CAN BE CLOSED `CD
V
TYPE OF COMMUNICATIONS REQUIRED WHEN WORKING IN AN AOA
CONTROL AUTHORITY
N/A
80-06 CHARACTER OF WORKERS, METHODS, AND EQUIPMENT. The Contractor shall,
at all times, employ sufficient labor and equipment for prosecuting the work to full completion
in the manner and time required by the contract, plans, and specifications.
All workers shall have sufficient skill and experience to perform properly the work
assigned to them. Workers engaged in special work or skilled work shall have sufficient c
experience in such work and in the operation of the equipment required to perform the work
satisfactorily.
E
All equipment which is proposed to be used on the work shall be of sufficient size and in such
mechanical condition as to meet the requirements of the work and to produce a satisfactory
quality of work. Equipment used on any portion of the work shall be such that no injury to
previously completed work, adjacent property, or existing airport facilities will result from
its use.
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When the methods and equipment to be used by the Contractor in accomplishing the work
are not prescribed in the contract, the Contractor is free to use any methods or equipment
that will accomplish the work in conformity with the requirements of the contract, plans,
and specifications. c
When the contract specifies the use of certain methods and equipment, such methods and
equipment shall be used unless others are authorized by the Engineer. If the Contractor
desires to use a method or type of equipment other than specified in the contract, he may
request authority from the Engineer to do so. The request shall be in writing and shall include
a full description of the methods and equipment proposed and of the reasons for desiring to
make the change. If approval is given, it will be on the condition that the Contractor will be
fully responsible for producing work in conformity with contract requirements. If, after trial
use of the substituted methods or equipment, the Engineer determines that the work
produced does not meet contract requirements, the Contractor shall discontinue the use of the
substitute method or equipment and shall complete the remaining work with the
specified methods and equipment. The Contractor shall remove any deficient work and
replace it with work of specified quality, or take such other corrective action as the Engineer i
may direct. No change will be made in basis of payment for the contract items involved nor
in contract time as a result of authorizing a change in methods or equipment under this
subsection. co
80-07 TEMPORARY SUSPENSION OF THE WORK. The Engineer shall have the
authority to suspend the work wholly, or in part, for such period or periods as he may deem
necessary, due to unsuitable weather, or such other conditions as are considered unfavorable
for the prosecution of the work, or for such time as is necessary due to the failure on the part
of the Contractor to carry out orders given or perform any or all provisions of the contract.
In the event that the Contractor is ordered by the Engineer, in writing, to suspend work for
some unforeseen cause not otherwise provided for in the contract and over which the
Contractor has no control, the Contractor may be reimbursed for actual money expended
on the work during the period of shutdown. No allowance will be made for anticipated profits.
The period of shutdown shall be computed from the effective date of the Engineer's order to
suspend work to the effective date of the Engineer's order to resume the work. Claims for such
compensation shall be filed with the Engineer within the time period stated in the Engineer's
order to resume work. The Contractor shall submit with his/her claim information c
substantiating the amount shown on the claim. The Engineer will forward the
Contractor's claim to the owner for consideration in accordance with local laws or
ordinances. No provision of this article shall be construed as entitling the Contractor to
compensation for delays due to inclement weather, for suspensions made at the request of
the Contractor, or for any other delay provided for in the contract, plans, or specifications.
If it should become necessary to suspend work for an indefinite period, the Contractor shall
store all materials in such manner that they will not become an obstruction nor become
damaged in any way. He shall take every precaution to prevent damage or
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deterioration of the work performed and provide for normal drainage of the work. The
Contractor shall erect temporary structures where necessary to provide for traffic on, to, or
from the airport.
0
80-08 DETERMINATION AND EXTENSION OF CONTRACT TIME. The number of calendar
or working days allowed for completion of the work shall be stated in the proposal and
contract and shall be known as the CONTRACT TIME. a,
Should the contract time require extension for reasons beyond the Contractor's control, it
shall be adjusted as follows:
A. CONTRACT TIME based on WORKING DAYS shall be calculated weekly by the Engineer.
The Engineer will furnish the Contractor a copy of his/her weekly statement of
the number of working days charged against the contract time during the week
and the number of working days currently specified for completion of the
contract (the original contract time plus the number of working days, if any, that have
been included in approved CHANGE ORDERS or SUPPLEMENTAL AGREEMENTS i
covering EXTRA WORK).
The Engineer shall base his/her weekly statement of contract time charged on the !i�
following considerations: co
1 ) No time shall be charged for days on which the Contractor is
unable to proceed with the principal item of work under construction at
the time for at least 6 hours with the normal work force employed on
such principal item. Should the normal work force be on a double-shift,
12 hours shall be used. Should the normal work force be on a triple-
-
shift, 18 hours shall apply. Conditions beyond the Contractor's control
such as strikes, lockouts, unusual delays in transportation, temporary
suspension of the principal item of work under construction or
temporary suspension of the entire work which have been ordered
by the Engineer for reasons not the fault of the Contractor, shall not be
charged against the contract time.
c
0
2) The Engineer will not make charges against the contract time prior to
the effective date of the notice to proceed.
E
3) The Engineer will begin charges against the contract time on the
first working day after the effective date of the notice to proceed.
4) The Engineer will not make charges against the contract time after the
date of final acceptance as defined in the subsection titled FINAL
ACCEPTANCE of Section 50.
5) The Contractor will be allowed 1 week in which to file a written
protest setting forth his/her objections to the Engineer's weekly
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statement. If no objection is filed within such specified time, the
weekly statement shall be considered as acceptable to the
Contractor.
0
The contract time (stated in the proposal) is based on the originally estimated
quantities as described in the subsection titled INTERPRETATION OF
ESTIMATED PROPOSAL QUANTITIES of Section 20. Should the satisfactory
completion of the contract require performance of work in greater quantities than those
estimated in the proposal, the contract time shall be increased in the same proportion
as the cost of the actually completed quantities bears to the cost of the originally
estimated quantities in the proposal. Such increase in contract time shall not
consider either the cost of work or the extension of contract time that has been
covered by change order or supplemental agreement and shall be made at the
time of final payment.
0
B. CONTRACT TIM E based on CALENDAR DAYS shall consist of the number of calendar
days stated in the contract counting from the effective date of the notice to proceed i
and including all Saturdays, Sundays, holidays, and nonwork days. All calendar
days elapsing between the effective dates of the Engineer's orders to suspend and
resume all work, due to causes not the fault of the Contractor, shall be excluded. co
At the time of final payment, the contract time shall be increased in the same proportion
as the cost of the actually completed quantities bears to the cost of the originally
estimated quantities in the proposal. Such increase in the contract time shall not
consider either cost of work or the extension of contract time that has been covered
by a change order or supplemental agreement. Charges against the contract time
will cease as of the date of final acceptance.
C. When the contract time is a specified completion date, it shall be the date on
which all contract work shall be substantially completed.
If the Contractor finds it impossible for reasons beyond his/her control to
complete the work within the contract time as specified, or as extended in
accordance with the provisions of this subsection, he may, at any time prior to the
expiration of the contract time as extended, make a written request to the Engineer for
an extension of time setting forth the reasons which he believes will justify the granting
of his/her request. The Contractor's plea that insufficient time was specified is not a
valid reason for extension of time. If the Engineer finds that the work was delayed
because of conditions beyond the control and without the fault of the Contractor, he
may extend the time for completion in such amount as the conditions justify. The
extended time for completion shall then be in full force and effect, the same as
though it were the original time for completion.
80-09 FAILURE TO COMPLETE ON TIME. For each calendar day or working day, as
specified in the contract, that any work remains uncompleted after the contract time
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(including all extensions and adjustments as provided in the subsection titled
DETERMINATION AND EXTENSION OF CONTRACT TIME of this Section)the sum specified
in the contract and proposal as liquidated damages will be deducted from any money due or
to become due the Contractor or his/her surety. Such deducted sums shall not be c
deducted as a penalty but shall be considered as liquidation of a reasonable portion
of damages that will be incurred by the owner should the Contractor fail to complete the work
in the time provided in his/her contract.
Permitting the Contractor to continue and finish the work or any part of it after the time fixed
for its completion, or after the date to which the time for completion may have been
extended, will in no way operate as a wavier on the part of the owner of any of its rights under
the contract.
80-10 DEFAULT AND TERMINATION OF CONTRACT. The Contractor shall be
considered in default of his/her contract and such default will be considered as cause for
the owner to terminate the contract for any of the following reasons if the Contractor:
i
A. Fails to begin the work under the contract within the time specified in the
"Notice to Proceed," or
B. Fails to perform the work or fails to provide sufficient workers, equipment or co
W
materials to assure completion of work in accordance with the terms of the
contract, or
N
C. Performs the work unsuitably or neglects or refuses to remove materials or
to perform anew such work as may be rejected as unacceptable and
unsuitable, or
D. Discontinues the prosecution of the work, or
0
E. Fails to resume work which has been discontinued within a reasonable
time after notice to do so, or
c
F. Becomes insolvent or is declared bankrupt, or commits any act of c
bankruptcy or insolvency, or
G. Allows any final judgment to stand against him unsatisfied for a period of 10
days, or
H. Makes an assignment for the benefit of creditors, or
I. For any other cause whatsoever, fails to carry on the work in an
acceptable manner.
Should the Engineer consider the Contractor in default of the contract for any reason
hereinbefore, he shall immediately give written notice to the Contractor and the
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Contractor's surety as to the reasons for considering the Contractor in default and the
owner's intentions to terminate the contract.
c
If the Contractor or surety, within a period of 10 days after such notice, does not c
proceed in accordance therewith, then the owner will, upon written notification from the
Engineer of the facts of such delay, neglect, or default and the Contractor's failure to comply
with such notice, have full power and authority without violating the contract, to take the
prosecution of the work out of the hands of the Contractor. The owner may appropriate or use
any or all materials and equipment that have been mobilized for use in the work and are
acceptable and may enter into an agreement for the completion of said contract according to
the terms and provisions thereof, or use such other methods as in the opinion of the Engineer
will be required for the completion of said contract in an acceptable manner.
All costs and charges incurred by the owner, together with the cost of completing the work
under contract, will be deducted from any monies due or which may become due the
Contractor. If such expense exceeds the sum which would have been payable under
the contract, then the Contractor and the surety shall be liable and shall pay to the owner i
the amount of such excess.
80-11 TERMINATION FOR NATIONAL EMERGENCIES. The owner shall terminate the
contract or portion thereof by written notice when the Contractor is prevented from proceeding co
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.
cv
cv
When the contract, or any portion thereof, is terminated before completion of all items of work
in the contract, payment will be made for the actual number of units or items of work
completed at the contract price or as mutually agreed for items of work partially completed or
not started. No claims or loss of anticipated profits shall be considered.
Reimbursement for organization of the work, and other overhead expenses, (when not
otherwise included in the contract) and moving equipment and materials to and from the job
will be considered, the intent being that an equitable settlement will be made with the
Contractor.
c
Acceptable materials, obtained or ordered by the Contractor for the work and that are not c
incorporated in the work shall, at the option of the Contractor, be purchased from the
Contractor at actual cost as shown by receipted bills and actual cost records at such points of
delivery as may be designated by the Engineer.
Termination of the contract or a portion thereof shall neither relieve the Contractor of
his/her responsibilities for the completed work nor shall it relieve his/her surety of its obligation
for and concerning any just claim arising out of the work performed.
END OF SECTION 80
GENERAL PROVISIONS III-54
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S E C T I O N 9 0
MEASUREMENT AND PAYMENT
90-01 MEASUREMENT OF QUANTITIES. All work completed under the contract will be
measured by the Engineer, or his/her authorized representatives, using United States
Customary Units of Measurement or the International System of Units.
The method of measurement and computations to be used in determination of
quantities of material furnished and of work performed under the contract will be those methods
generally recognized as conforming to good engineering practice.
Unless otherwise specified, longitudinal measurements for area computations will be made
horizontally, and no deductions will be made for individual fixtures (or leave-outs) having an
area of 9 square feet (0.8 square meter) or less. Unless otherwise specified, transverse
measurements for area computations will be the neat dimensions shown on the plans or i
ordered in writing by the Engineer.
Structures will be measured according to neat lines shown on the plans or as altered to fit �--
field conditions. co
Unless otherwise specified, all contract items which are measured by the linear foot such
as electrical ducts, conduits, pipe culverts, underdrains, and similar items shall be measured
parallel to the base or foundation upon which such items are placed.
In computing volumes of excavation the average end area method or other acceptable
methods will be used. E
0
The thickness of plates and galvanized sheet used in the manufacture of corrugated metal
pipe, metal plate pipe culverts and arches, and metal cribbing will be specified and
measured in decimal fraction of inches.
c
The term "ton" will mean the short ton consisting of 2,000 pounds (907 kilograms) c
avoirdupois. All materials which are measured or proportioned by weights shall be
weighed on accurate, approved scales by competent, qualified personnel at locations designed
by the Engineer. If material is shipped by rail, the car weight may be accepted provided that
only the actual weight of material be paid for. However, car weights will not be acceptable
for material to be passed through mixing plants. Trucks used to haul material being paid for
by weight shall be weighed empty daily at such times as the Engineer directs, and each
truck shall bear a plainly legible identification mark.
Materials to be measured by volume in the hauling vehicle shall be hauled in approved
vehicles and measured therein at the point of delivery. Vehicles for this purpose may be
of any size or type acceptable to the Engineer, provided that the body is of such shape
that the actual contents may be readily and accurately determined. All vehicles
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shall be loaded to at least their water level capacity, and all loads shall be leveled when the
vehicles arrive at the point of delivery.
c
When requested by the Contractor and approved by the Engineer in writing, material specified c
to be measured by the cubic yard (cubic meter) may be weighed, and such weights will be
converted to cubic yards (cubic meters) for payment purposes. Factors for conversion from
weight measurement to volume measurement will be determined by the Engineer and shall
be agreed to by the Contractor before such method of measurement of pay quantities
is used. e®
Bituminous materials will be measured by the gallon (liter) or ton (kilogram). When measured
by volume, such volumes will be measured at 60 F (15 C) or will be corrected to the volume at
60 F (15 C) using ASTM D 1250 for asphalts or ASTM D 633 for tars.
Net certified scale weights orweights based on certified volumes in the case of rail shipments
will be used as a basis of measurement, subject to correction when bituminous
material has been lost from the car or the distributor, wasted, or otherwise not incorporated i
in the work.
When bituminous materials are shipped by truck or transport, net certified weights by
volume, subject to correction for loss or foaming, may be used for computing quantities. co
Cement will be measured by the ton (kilogram) or hundredweight (kilogram).
cv
Timber will be measured by the thousand feet board measure (M.F.B.M.) actually
incorporated in the structure. Measurement will be based on nominal widths and
thicknesses and the extreme length of each piece.
The term "lump sum" when used as an item of payment will mean complete payment for
the work described in the contract.
When a complete structure or structural unit (in effect, "lump sum" work) is specified as the �
unit of measurement, the unit will be construed to include all necessary fittings and
accessories.
0
Rental of equipment will be measured by time in hours of actual working time and _
necessary traveling time of the equipment within the limits of the work. Special
equipment ordered by the Engineer in connection with force account work will be
measured as agreed in the change order or supplemental agreement authorizing such force
account work as provided in the subsection titled PAYMENT FOR EXTRA AND FORCE
ACCOUNT WORK of this section.
When standard manufactured items are specified such as fence, wire, plates, rolled
shapes, pipe conduit, etc., and these items are identified by gage, unit weight, section
dimensions, etc., such identification will be considered to be nominal weights or
dimensions. Unless more stringently controlled by tolerances in cited specifications,
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manufacturing tolerances established by the industries involved will be accepted.
Scales for weighing materials which are required to be proportioned or measured and paid
for by weight shall be furnished, erected, and maintained by the Contractor, or be certified c
permanently installed commercial scales.
Scales shall be accurate within one-half percent of the correct weight throughout the range
of use. The Contractor shall have the scales checked under the observation of the
inspector before beginning work and at such other times as requested. The intervals
shall be uniform in spacing throughout the graduated or marked length of the beam or dial and
shall not exceed one-tenth of 1 percent of the nominal rated capacity of the scale, but not
less than 1 pound (454 grams). The use of spring balances will not be permitted.
Beams, dials, platforms, and other scale equipment shall be so arranged that the
operator and the inspector can safely and conveniently view them.
Scale installations shall have available ten standard 50-pound (2.3 kilogram) weights for i
testing the weighing equipment or suitable weights and devices for other approved equipment.
Scales must be tested for accuracy and serviced before use at a new site. Platform scales
shall be installed and maintained with the platform level and rigid bulkheads at each end. co
Scales "overweighing" (indicating more than correct weight) will not be permitted to operate,
and all materials received subsequent to the last previous correct weighting-accuracy test will
be reduced by the percentage of error in excess of one-half of 1 percent.
In the event inspection reveals the scales have been "underweighing" (indicating less than
correct weight), they shall be adjusted, and no additional payment to the Contractor
will be allowed for materials previously weighed and recorded.
6
All costs in connection with furnishing, installing, certifying, testing, and maintaining
scales; for furnishing check weights and scale house; and for all other items specified in this
subsection, for the weighing of materials for proportioning or payment, shall be included
in the unit contract prices for the various items of the project.
When the estimated quantities for a specific portion of the work are designated as the pay
quantities in the contract, they shall be the final quantities for which payment for such
specific portion of the work will be made, unless the dimensions of said portions of the work
shown on the plans are revised by the Engineer. If revised dimensions result in an increase
or decrease in the quantities of such work, the final quantities for payment will be
revised in the amount represented by the authorized changes in the dimensions.
90-02 SCOPE OF PAYMENT. The Contractor shall receive and accept compensation
provided for in the contract as full payment for furnishing all materials, for performing all work
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under the contract in a complete and acceptable manner, and for all risk, loss, damage, or
expense of whatever character arising out of the nature of the work or the prosecution thereof,
subject to the provisions of the subsection titled NO WAIVER OF LEGAL RIGHTS of Section
70. c
When the "basis of payment" subsection of a technical specification requires that the contract
price (price bid) include compensation for certain work or material essential to the item, this
same work or material will not also be measured for payment under any other contract
item which may appear elsewhere in the contract, plans, or specifications.
90-03 COMPENSATION FOR ALTERED QUANTITIES. When the accepted
quantities of work vary from the quantities in the proposal, the Contractor shall accept as
payment in full, so far as contract items are concerned, payment at the original contract
price for the accepted quantities of work actually completed and accepted. No allowance,
except as provided for in the subsection titled ALTERATION OF WORK AND
QUANTITIES of Section 40 will be made for any increased expense, loss of expected
reimbursement, or loss of anticipated profits suffered or claimed by the Contractor
which results directly from such alterations or indirectly from his/her unbalanced i
allocation of overhead and profit among the contract items, or from any other cause.
90-04 PAYMENT FOR OMITTED ITEMS. As specified in the subsection titledco
OMITTED ITEMS of Section 40, the Engineer shall have the right to omit from the work(order
nonperformance) any contract item, except major contract items, in the best interest of
the owner.
cv
Should the Engineer omit or order nonperformance of a contract item or portion of such item
from the work, the Contractor shall accept payment in full at the contract prices for any work
actually completed and acceptable prior to the Engineer's order to omit or non-perform such
contract item.
0
Acceptable materials ordered by the Contractor or delivered on the work prior to the date
of the Engineer's order will be paid for at the actual cost to the Contractor and shall thereupon
become the property of the owner.
c
In addition to the reimbursement hereinbefore provided, the Contractor shall be c
reimbursed for all actual costs incurred for the purpose of performing the omitted
contract item prior to the date of the Engineer's order. Such additional costs incurred by the
Contractor must be directly related to the deleted contract item and shall be supported
by certified statements by the Contractor as to the nature of the amount of such costs.
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90-05 PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK. Extra work,
performed in accordance with the subsection titled EXTRA WORK of Section 40, will be paid
for at the contract prices or agreed prices specified in the change order or
supplemental agreement authorizing the extra work. When the change order or c
supplemental agreement authorizing the extra work requires that it be done by force account,
such force account shall be measured and paid for based on expended labor, equipment, and
materials plus a negotiated and agreed upon allowance for overhead and profit.
A. Miscellaneous. No additional allowance will be made for general
superintendence, the use of small tools, or other costs for which no
specific allowance is herein provided.
B. Comparison of Record. The Contractor and the Engineer shall compare
records of the cost of force account work at the end of each day.
Agreement shall be indicated by signature of the Contractor and the
Engineer or their duly authorized representatives.
i
C. Statement. No payment will be made for work performed on a force
account basis until the Contractor has furnished the Engineer with
duplicate itemized statements of the cost of such force account work
detailed as follows: co
1 ) Name, classification, date, daily hours, total hours, rate andCD
extension for each laborer and foreman. cV
2) Designation, dates, daily hours, total hours, rental rate, and
extension for each unit of machinery and equipment.
3) Quantities of materials, prices, and extensions.
4) Transportation of materials.
5) Cost of property damage, liability and workman's compensation
insurance premiums, unemployment insurance contributions, and c
social security tax.
Statements shall be accompanied and supported by a receipted invoice for all materials used
and transportation charges. However, if materials used on the force account work are not
specifically purchased for such work but are taken from the Contractor's stock, then in lieu of
the invoices the Contractor shall furnish an affidavit certifying that such materials were taken
from his/her stock, that the quantity claimed was actually used, and that the price and
transportation claimed represent the actual cost to the Contractor.
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90-06 PARTIAL PAYMENTS. Partial payments will be made at least once each month as the
work progresses. Said payments will be based upon estimates prepared by the Engineer of
the value of the work performed and materials complete in place in accordance with
the contract, plans, and specifications. Such partial payments may also include the c
delivered actual cost of those materials stockpiled and stored in accordance with the
subsection titled PAYMENT FOR MATERIALS ON HAND of this section.
E
No partial payment will be made when the amount due the Contractor since the last estimate
amounts to less than five hundred dollars. e®
From the total of the amount determined to be payable on a partial payment, 10 percent of
such total amount will be deducted and retained by the owner until the final payment is made,
except as may be provided (at the Contractor's option) in the subsection titled PAYMENT OF
WITHHELD FUNDS of this section. The balance (90 percent) of the amount payable, less
all previous payments, shall be certified for payment. Should the Contractor exercise his/her
option, as provided in the subsection titled PAYMENT OF WITHHELD FUNDS of this section,
no such 10 percent retainage shall be deducted. i
Upon fifty percent completion of the Work, the amount of retainage thereafter withheld by the
Sponsor from subsequent payments may be reduced to 5% of that portion of the gross amount >-
(less reimbursable items) of each monthly payment request certified by the RPR and approved `"
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by the Sponsor for payment unless the Contractor elected to withhold a higher amount from
subcontractors as allowed by law, in which case the higher amount shall be retained by the
Sponsor. Upon achieving fifty percent (50 %) completion of the Work, and when requested by
the RPR, the Sponsor may release half of the amount previously retained. Sponsor reserves
the right, at its sole discretion, to further reduce the amounts retained on any subsequent
monthly payment request prior to final payment. Provided, however, nothing in this Section
shall preclude or limit the Sponsor's right to withhold payment as otherwise permitted by the
terms of the Contract Documents or as permitted by law.
0
It is understood and agreed that the Contractor shall not be entitled to demand or
receive partial payment based on quantities of work in excess of those provided in the proposal
or covered by approved change orders or supplemental agreements, except when such
excess quantities have been determined by the Engineer to be a part of the final quantity for
the item of work in question. c
No partial payment shall bind the owner to the acceptance of any materials or work in place
as to quality or quantity. All partial payments are subject to correction at the time of final
payment as provided in the subsection titled ACCEPTANCE AND FINAL PAYMENT
of this section.
90-07 PAYMENT FOR MATERIALS ON HAND. Partial payments may be made to the extent
of the delivered cost of materials to be incorporated in the work, provided that such
materials meet the requirements of the contract, plans, and specifications and are delivered
to acceptable sites on the airport property or at other sites in the vicinity that are acceptable
to the owner. Such delivered costs of stored or stockpiled materials may be included in the
next partial payment after the following conditions are met:
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A. The material has been stored or stockpiled in a manner acceptable to the
Engineer at or on an approved site.
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B. The Contractor has furnished the Engineer with acceptable evidence of
the quantity and quality of such stored or stockpiled materials.
C. The Contractor has furnished the Engineer with satisfactory evidence that the
material and transportation costs have been paid.
D. The Contractor has furnished the owner legal title (free of liens or
encumbrances of any kind) to the material so stored or stockpiled.
E. The Contractor has furnished the owner evidence that the material so
stored or stockpiled is insured against loss by damage to or i
disappearance of such materials at any time prior to use in the work.
It is understood and agreed that the transfer of title and the owner's payment for such stored or stockpiled materials shall in no way relieve the Contractor of his/her co
responsibility for furnishing and placing such materials in accordance with the
requirements of the contract, plans, and specifications. cv
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In no case will the amount of partial payments for materials on hand exceed the contract price
for such materials or the contract price for the contract item in which the material is intended
to be used.
No partial payment will be made for stored or stockpiled living or perishable plant
materials.
The Contractor shall bear all costs associated with the partial payment of stored or
stockpiled materials in accordance with the provisions of this subsection.
0
90-08 PAYMENT OF WITHHELD FUNDS. At the Contractor's option, he/she may
request that the owner accept(in lieu of the 10 percent retainage on partial payments described
in the subsection titled PARTIAL PAYMENTS of this section) the Contractor's deposits in E
escrow under the following conditions.
A. The Contractor shall bear all expenses of establishing and maintaining an
escrow account and escrow agreement acceptable to the owner.
B. The Contractor shall deposit to and maintain in such escrow only those
securities or bank certificates of deposit as are acceptable to the owner and
having a value not less than the 10 percent retainage that would otherwise
be withheld from partial payment.
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C. The Contractor shall enter into an escrow agreement satisfactory to the
owner.
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D. The Contractor shall obtain the written consent of the surety to such c
agreement.
90-09 ACCEPTANCE AND FINAL PAYMENT. When the contract work has been
accepted in accordance with the requirements of the subsection titled FINAL
ACCEPTANCE of Section 50, the Engineer will prepare the final estimate of the items of work
actually performed. The Contractor shall approve the Engineer's final estimate or advise the
Engineer of his/her objections to the final estimate which are based on disputes in
measurements or computations of the final quantities to be paid under the contract as
amended by change order or supplemental agreement. The Contractor and the Engineer shall
resolve all disputes (if any) in the measurement and computation of final quantities to be
0
paid within 30 calendar days of the Contractor's receipt of the Engineer's final estimate.
If, after such 30-day period, a dispute still exists, the Contractor may approve the
Engineer's estimate under protest of the quantities in dispute, and such disputed i
quantities shall be considered by the owner as a claim in accordance with the subsection titled
CLAIMS FOR ADJUSTMENT AND DISPUTES of Section 50.
After the Contractor has approved, or approved under protest, the Engineer's final co
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estimate, final payment will be processed based on the entire sum, or the undisputed sum
in case of approval under protest, determined to be due the Contractor less all previous
payments and all amounts to be deducted under the provisions of the contract. All prior partial
estimates and payments shall be subject to correction in the final estimate and payment.
If the Contractor has filed a claim for additional compensation under the provisions of the
subsection titled CLAIMS FOR ADJUSTMENTS AND DISPUTES of Section 50 or under the
provisions of this subsection, such claims will be considered by the owner in accordance with
local laws or ordinances. Upon final adjudication of such claims, any additional payment
determined to be due the Contractor will be paid pursuant to a supplemental final estimate.
END OF SECTION 90
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S E C T I O N 1 0 0
CONTRACTOR QUALITY CONTROL PROGRAM
E
100-01 GENERAL. When the specifications require a Contractor Quality Control
Program, the Contractor shall establish, provide, and maintain an effective Quality
Control Program that details the methods and procedures that will be taken to assure that
all materials and completed construction conform to contract plans, technical specifications
and other requirements, whether manufactured by the Contractor, or procured from
subcontractors or vendors. Although guidelines are established and certain minimum
requirements are specified herein and elsewhere in the contract technical specifications,
the Contractor shall assume full responsibility for accomplishing the stated purpose.
The intent of this section is to enable the Contractor to establish a necessary level of control i
that will:
A. Adequately provide for the production of acceptable quality materials. .�
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B. Provide sufficient information to assure both the Contractor and the
Engineer that the specification requirements can be met.
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C. Allow the Contractor as much latitude as possible to develop his or her
own standard of control.
The Contractor shall be prepared to discuss and present, at the preconstruction E
conference, his/her understanding of the quality control requirements. The Contractor shall
not begin any construction or production of materials to be incorporated into the completed
work until the Quality Control Program has been reviewed by the Engineer. No partial
payment will be made for materials subject to specific quality control requirements
until the Quality Control Program has been reviewed.
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The quality control requirements contained in this section and elsewhere in the contract
technical specifications are in addition to and separate from the acceptance testing
requirements. Acceptance testing requirements are the responsibility of the Engineer.
100-02 DESCRIPTION OF PROGRAM.
A. General Description. The Contractor shall establish a Quality Control
Program to perform inspection and testing of all items of work required by the
technical specifications, including those performed by subcontractors. This
Quality Control Program shall ensure conformance to applicable specifications
and plans with respect to materials, workmanship,
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construction, finish, and functional performance. The Quality Control
Program shall be effective for control of all construction work performed under
this Contract and shall specifically include surveillance and tests required by
the technical specifications, in addition to other requirements of this section c
and any other activities deemed necessary by the Contractor to
establish an effective level of quality control.
E
B. Quality Control Program. The Contractor shall describe the Quality
Control Program in a written document which shall be reviewed by the
Engineer prior to the start of any production, construction, or off-site
fabrication. The written Quality Control Program shall be submitted to the
Engineer for review at least seven (7) calendar days before the
Preconstruction Conference.
The Quality Control Program shall be organized to address, as a minimum, the following
items:
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A. Quality control organization;
B. Project progress schedule;
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C. Submittals schedule;
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D. Inspection requirements;
E. Quality control testing plan;
F. Documentation of quality control activities; and E
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G. Requirements for corrective action when quality control and/or acceptance
criteria are not met.
The Contractor is encouraged to add any additional elements to the Quality Control Program
that he/she deems necessary to adequately control all production and/or construction c
processes required by this contract.
100-03 QUALITY CONTROL ORGANIZATION. The Contractor's Quality Control
Program shall be implemented by the establishment of a separate quality control
organization. An organizational chart shall be developed to show all quality control
personnel and how these personnel integrate with other management/production and
construction functions and personnel.
The organizational chart shall identify all quality control staff by name and function, and shall
indicate the total staff required to implement all elements of the Quality Control Program,
including inspection and testing for each item of work. If necessary, different technicians can
be utilized for specific inspection and testing functions for different items
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of work. If an outside organization or independent testing laboratory is used for
implementation of all or part of the Quality Control Program, the personnel assigned shall
be subject to the qualification requirements of paragraph 100-03a and 100-03b. The
organizational chart shall indicate which personnel are Contractor employees and which are c
provided by an outside organization.
The quality control organization shall consist of the following minimum personnel:
A. Program Administrator. The Program Administrator shall be a full-time
employee of the Contractor, or a consultant engaged by the Contractor. The
Program Administrator shall have a minimum of 5 years of experience in airport
and shall have had prior quality control experience on a project of
comparable size and scope as the contract.
Additional qualifications for the Program Administrator shall include at
least 1 of the following requirements:
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1) Professional engineer with 1 year of airport paving experience
acceptable to the Engineer.
2) Engineer-in-training with 2 years of airport paving experience co
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acceptable to the Engineer.
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3) An individual with 3 years of highway and/or airport paving
experience acceptable to the Engineer, with a Bachelor of Science
Degree in Civil Engineering, Civil Engineering Technology or
Construction.
4) Construction materials technician certified at Level III by the
National Institute for Certification in Engineering Technologies c
(NICET).
5) Highway materials technician certified at Level III by NICET.
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6) Highway construction technician certified at Level III by NICET.
7) A NICET certified engineering technician in Civil Engineering
Technology with 5 years of highway and/or airport paving
experience acceptable to the Engineer.
The Program Administrator shall have full authority to institute any and all
actions necessary for the successful implementation of the Quality Control
Program to ensure compliance with the contract plans and technical
specifications. The Program Administrator shall report directly to a
responsible officer of the construction firm. The Program Administrator
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may supervise the Quality Control Program on more than one project
provided that person can be at the job site within 2 hours after being
notified of a problem.
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B. Quality Control Technicians. A sufficient number of quality control
technicians necessary to adequately implement the Quality Control
Program shall be provided. These personnel shall be engineers,
engineering technicians, or experienced craftsman with qualifications in the
appropriate field equivalent to NICET Level II or higher construction materials
technician or highway construction technician and shall have a minimum of 2
years of experience in their area of expertise.
The quality control technicians shall report directly to the Program
Administrator and shall perform the following functions:
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1) Inspection of all materials, construction, plant, and equipment for
conformance to the technical specifications, and as required by i
Section 100-06.
2) Performance of all quality control tests as required by the technical
specifications and Section 100-07. co
Certification at an equivalent level, by a state or nationally recognizedCD
organization will be acceptable in lieu of NICET certification. cV
C. Staffing Levels. The Contractor shall provide sufficient qualified quality
control personnel to monitor each work activity at all times. Where
material is being produced in a plant for incorporation into the work,
separate plant and field technicians shall be provided at each plant and field
placement location. The scheduling and coordinating of all inspection and c
testing must match the type and pace of work activity. The Quality Control
Program shall state where different technicians will be required for different
work elements.
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100-04 PROJECT PROGRESS SCHEDULE. The Contractor shall submit a
coordinated construction schedule for all work activities. The schedule shall be
prepared as a network diagram in Critical Path Method (CPM), PERT, or other format, or as E
otherwise specified in the contract. As a minimum, it shall provide information on the
sequence of work activities, milestone dates, and activity duration.
The Contractor shall maintain the work schedule and provide an update and analysis of the
progress schedule on a twice monthly basis, or as otherwise specified in the contract.
Submission of the work schedule shall not relieve the Contractor of overall responsibility for
scheduling, sequencing, and coordinating all work to comply with the requirements of the
contract.
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100-05 SUBMITTALS SCHEDULE. The Contractor shall submit a detailed listing of all
submittals (e.g., mix designs, material certifications) and shop drawings required by the
technical specifications. The listing can be developed in a spreadsheet format and shall
include: c
A. Specification item number;
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B. Item description;
C. Description of submittal;
D. Specification paragraph requiring submittal; and
E. Scheduled date of submittal.
100-06 INSPECTION REQUIREMENTS. Quality control inspection functions shall be
organized to provide inspections for all definable features of work, as detailed below. All i
inspections shall be documented by the Contractor as specified by Section 100-07.
Inspections shall be performed daily to ensure continuing compliance with contract --
requirements until completion of the particular feature of work. These shall include the following co
minimum requirements:
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A. During plant operation for material production, quality control test results
and periodic inspections shall be utilized to ensure the quality of
aggregates and other mix components, and to adjust and control mix
proportioning to meet the approved mix design and other requirements of the
technical specifications. All equipment utilized in proportioning and mixing E
shall be inspected to ensure its proper operating condition. The Quality
Control Program shall detail how these and other quality control functions will
be accomplished and utilized.
B. During field operations, quality control test results and periodic inspections shall
be utilized to ensure the quality of all materials and workmanship. All equipment c
utilized in placing, finishing, and compacting shall be inspected to ensure its
proper operating condition and to ensure that all such operations are
in conformance to the technical specifications and are within the plan
dimensions, lines, grades, and tolerances specified. The Program shall
document how these and other quality control functions will be accomplished
and utilized.
100-07 QUALITY CONTROL TESTING PLAN. As a part of the overall Quality Control E
Program, the Contractor shall implement a quality control testing plan, as required by the
technical specifications. The testing plan shall include the minimum tests and test frequencies
required by each technical specification Item, as well as any additional quality control
tests that the Contractor deems necessary to adequately control
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production and/or construction processes.
The testing plan can be developed in a spreadsheet fashion and shall, as a minimum,
include the following:
A. Specification item number (e.g., P-401);
B. Item description (e.g., Plant Mix Bituminous Pavements);
C. Test type (e.g., gradation, grade, asphalt content);
D. Test standard (e.g., ASTM or AASHTO test number, as applicable);
E. Test frequency (e.g., as required by technical specifications or minimum
frequency when requirements are not stated);
F. Responsibility (e.g., plant technician); and i
G. Control requirements (e.g., target, permissible deviations). co
The testing plan shall contain a statistically-based procedure of random sampling for acquiring
test samples in accordance with ASTM D 3665. The Engineer shall be provided the
opportunity to witness quality control sampling and testing.
All quality control test results shall be documented by the Contractor as required by
Section 100-08.
100-08 DOCUMENTATION. The Contractor shall maintain current quality control
records of all inspections and tests performed. These records shall include factual
evidence that the required inspections or tests have been performed, including type and
number of inspections or tests involved; results of inspections or tests; nature of
defects, deviations, causes for rejection, etc.; proposed remedial action; and corrective actions
taken.
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These records must cover both conforming and defective or deficient features, and must
include a statement that all supplies and materials incorporated in the work are in full
compliance with the terms of the contract. Legible copies of these records shall be
furnished to the Engineer daily. The records shall cover all work placed subsequent to the
previously furnished records and shall be verified and signed by the Contractor's Program
Administrator.
Specific Contractor quality control records required for the contract shall include, but are not
necessarily limited to, the following records:
A. Daily Inspection Reports. Each Contractor quality control technician shall
maintain a daily log of all inspections performed for both Contractor and
subcontractor operations on a form acceptable to the Engineer. These
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technician's daily reports shall provide factual evidence that continuous
quality control inspections have been performed and shall, as a minimum,
include the following:
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1) Technical specification item number and description;
2) Compliance with approved submittals;
3) Proper storage of materials and equipment;
4) Proper operation of all equipment;
5) Adherence to plans and technical specifications;
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6) Review of quality control tests; and
7) Safety inspection.
The daily inspection reports shall identify inspections conducted, results of >-
inspections, location and nature of defects found, causes for rejection, and
remedial or corrective actions taken or proposed. co
The daily inspection reports shall be signed by the responsible quality
control technician and the Program Administrator. The Engineer shall be
provided at least one copy of each daily inspection report on the work day
following the day of record.
B. Daily Test Reports. The Contractor shall be responsible for establishing a E
system which will record all quality control test results. Daily test reports shall
document the following information:
1) Technical specification item number and description;
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2) Test designation;
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3) Location;
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4) Date of test;
5) Control requirements;
6) Test results;
7) Causes for rejection;
8) Recommended remedial actions; and
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9) Retests.
Test results from each day's work period shall be submitted to the
Engineer prior to the start of the next day's work period. When required by the c
technical specifications, the Contractor shall maintain statistical quality control
charts. The daily test reports shall be signed by the responsible quality -
control technician and the Program Administrator.
100-09 CORRECTIVE ACTION REQUIREMENTS. The Quality Control Program shall
indicate the appropriate action to be taken when a process is deemed, or believed, to be
out of control (out of tolerance) and detail what action will be taken to bring the process
into control. The requirements for corrective action shall include both general requirements for
operation of the Quality Control Program as a whole, and for individual items of work contained
in the technical specifications.
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The Quality Control Program shall detail how the results of quality control inspections and
tests will be used for determining the need for corrective action and shall contain clear sets i
of rules to gauge when a process is out of control and the type of correction to be taken to
regain process control.
When applicable or required by the technical specifications, the Contractor shall co
establish and utilize statistical quality control charts for individual quality control tests. The
requirements for corrective action shall be linked to the control charts.
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100-10 SURVEILLANCE BY THE ENGINEER. All items of material and equipment shall
be subject to surveillance by the Engineer at the point of production, manufacture or shipment
to determine if the Contractor, producer, manufacturer or shipper maintains an adequate
quality control system in conformance with the requirements detailed herein and the
applicable technical specifications and plans. In addition, all items of materials, equipment and
work in place shall be subject to surveillance by the Engineer at the site for the same purpose.
Surveillance by the Engineer does not relieve the Contractor of performing quality
control inspections of either on-site or off-site Contractor's or subcontractor's work.
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100-11 NONCOMPLIANCE. c
A. The Engineer will notify the Contractor of any noncompliance with any of -
the foregoing requirements. The Contractor shall, after receipt of such
notice, immediately take corrective action. Any notice, when delivered by the
Engineer or his/her authorized representative to the Contractor or his/her
authorized representative at the site of the work, shall be considered
sufficient notice.
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B. In cases where quality control activities do not comply with either the
Contractor's Quality Control Program or the contract provisions, or where the
Contractor fails to properly operate and maintain an effective Quality Control
Program, as determined by the Engineer, the Engineer may: c
1) Order the Contractor to replace ineffective or unqualified quality
control personnel or subcontractors.
2) Order the Contractor to stop operations until appropriate corrective
action is taken.
END OF SECTION 100
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SECTION 110
METHOD OF ESTIMATING PERCENTAGE OF MATERIAL WITHIN SPECIFICATION
LIMITS (PWL) c
110-01 GENERAL.When the specifications provide for material to be sampled and tested on a statistical
basis, the material will be evaluated for acceptance in accordance with this section.All test results for
a lot will be analyzed statistically, using procedures to determine the total estimated percent of the
lot that is within specification limits. This concept, termed percent within limits(PWL), is a statistically e®
based evaluation method, whereby the PWL is computed on a lot basis, using the average (X) and ,
standard deviation (Sn) of the specified number (n) of sublot tests for the lot and the specification
tolerance limits (L for lower and U for upper) for the particular acceptance parameter. From these
values, the respective Quality index(s) (QL for Lower Quality Index and/or QU for Upper Quality
Index) is computed and the PWL for the specified n is determined from Table 1.
There is some degree of uncertainty (risk) in the measurement for acceptance because only a small
fraction of production material (the population) is sampled and tested. This uncertainty exists
because all portions of the production material have the same probability to be randomly sampled. The
Contractor's risk is the probability that material produced at the acceptable quality level is rejected i
or subjected to a pay adjustment. The Owner's risk is the probability that material produced at the
rejectable quality level is accepted. �-
It is the intent of this section to inform the Contractor that, in order to consistently offset the co
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Contractors risk for material evaluated, production quality (using population average and
population standard deviation) must be maintained at the acceptable quality specified or higher. In all
cases, it is the responsibility of the Contractor to produce at quality levels that will meet the cv
specified acceptance criteria when sampled and tested at the frequencies specified.
110-02 METHOD FOR COMPUTING PWL. The computational sequence for
computing the PWL is as follows:
A. Divide the lot into n sublots in accordance with the acceptance
requirements of the specification.
B. Locate the sampling position within the sublot in accordance with
the random sampling requirements of the specification.
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C. Make a measurement at each location, or take a test portion and
make the measurement on the test portion in accordance with the
testing requirements of the specification. E
D. Average all sublot values within the lot to find X by using the following formula:
X= (x1 + x2 + x3 + . . .xn) / n
Where:
X= Average of all sublot values within a lot
x1, x2 = Individual sublot values
n = Number of sublots
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E. Find the standard deviation Sn by use of the following formula:
Sn = SQRT[(d1*d1 + d2*d2 + d3*d3 + . . .dn*dn) /
(n-1)] Where: c
Sn = standard deviation of the number of sublot values in the set
d1, d2 = deviations of the individual sublot values X1, X2 . . . from the
average value X
that is: d1 = (x1 - X), d2 = (xn - X) . . do = (xn - ,
X) n = number of sublots
F. For single sided specification limits (i.e., L only), compute the Lower
Quality Index QL by use of the following formula:
QL = (X- L) /Sn
Where: i
L = specification lower tolerance limit
Estimate the percentage of material within limits (PWL) by entering Table 1 with QL, using the --
column appropriate to the total number (n) of measurements. If the value of QL falls betweenco
values shown on the table, use the next higher value of PWL.
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G. For double sided specification limits (i.e. L and U), compute the Quality
Indexes QL and QU by use of the following formulas:
QL = (X- L) /Sn and QU = (U - X) /Sn
Where: E
L and U = specification lower and upper tolerance limits
Estimate the percentage of material between the lower(L) and upper(U)tolerance limits (PWL)
by entering Table 1 separately with QL and QU, using the column appropriate to the a,
total number (n) of measurements, and determining the percent of material above PL and
percent of material below PU for each tolerance limit. If the values of QL fall between values
shown on the table, use the next higher value of PL or PU. Determine the PWL by use
of the following formula:
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PWL = (PU + PL) - 100
Where:
PL = percent within lower specification
limit PU = percent within upper
specification limit
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EXAMPLE OF PWL CALCULATION
Project: Example Project
Test Item: Item P-401, Lot A. c
A. PWL Determination for Mat Density.
1) Density of four random cores taken from Lot A.
A-1 96.60
A-2 97.55
A-3 99.30
A-4 98.35
n = 4
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2) Calculate average density for the lot.
X= (x1 + x2 + x3 + . . xn) / n i
X= (96.60 + 97.55 + 99.30 + 98.35) /4co
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X= 97.95 percent density
3) Calculate the standard deviation for the lot.
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Sn = SQRT[ ( (96.60 - 97.95)*(96.60 - 97.95) (4 - 1)]
+
(97.55 - 97.95)*(97.55 - 97.95) +
(99.30 - 97.95)*(99.30 - 97.95) + E
(98.35 - 97.95)*(98.35 - 97.95)) /
Sn = SQRT[
(1.82 + 0.16 + 1.82 + 0.16) / 3]
Sn = 1.15
4) Calculate the Lower Quality Index QL for the lot.
(L=96.3) QL = (X-L) /Sn
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QL = (97.95 - 96.30) / 1.15
QL = 1.4384
5) Determine PWL by entering Table 1 with QL= 1.44 and
n= 4. PWL = 98
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B. PWL Determination for Air Voids.
1) Air Voids of four random samples taken from Lot A.
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A-1 5.00
A-2 3.74
A-3 2.30
A-4 3.25
2) Calculate the average air voids for the
lot. X = (x1 + x+ x3 . . n) / n
X= (5.00 + 3.74 + 2.30 + 3.25) /4
X= 3.57 percent
3) Calculate the standard deviation Sn for the lot.
i
Sn = SQRT[ ( (3.57 - 5.00)*(3.57 - 5.00)
+ (3.57 - 3.74)*(3.57 -
3.74) + (3.57 -
2.30)*(3.57 - 2.30) + co
(3.57 - 3.25)*(3.57 - 3.25))/(4 - 1)]
CD
Sn = SQRT[(2.04 + 0.03 + 1.62 + 0.10 ) / 3]
Sn = 1.12
4) Calculate the Lower Quality Index QL for the lot. (L= 2.0)
QL = (X- L) /Sn
0
QL = (3.57 - 2.00) /
1.12 QL = 1.3992
c
5) Determine PL by entering Table 1 with QL = 1.40 and n = 4. c
PL = 97
6) Calculate the Upper Quality Index QU for the lot. (U= 5.0)
QU = (U - X) /Sn
QU = (5.00 - 3.57) /
1.12 QU = 1.2702
7) Determine PU by entering Table 1 with QU = 1.27 and n = 4.
PU = 93
GENERAL PROVISIONS III-77
Packet Pg. 1871
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Florida Keys Marathon International Airport 11/2020
Monroe County
Terminal Re-Roof Rehabilitation
Bid Documents Project Manual
8) Calculate Air Voids
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PWL PWL = (PL + PU)
- 100 PWL = (97 + 93)
- 100 = 90
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GENERAL PROVISIONS III-78
Packet Pg. 1872
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Florida Keys Marathon International Airport 11/2020
Monroe County
Terminal Re-Roof Rehabilitation
Bid Documents Project Manual
TABLE 1. TABLE FOR ESTIMATING PERCENT OF LOT WITHIN LIMITS (PWL)
Percent Within Limits Positive Values of Q (QL and QU)
(PL and PU) n=3 n=4 n=5 n=6 n=7 n=8
99 1.1541 1.4700 1.6714 1.8008 1.8888 1.9520
98 1.1524 1.4400 1.6016 1.6982 1.7612 1.8053
97 1.1496 1.4100 1.5427 1.6181 1.6661 1.6993
96 1.1456 1.3800 1.4897 1.5497 1.5871 1.6127
95 1.1405 1.3500 1.4407 1.4887 1.5181 1.5381
94 1.1342 1.3200 1.3946 1.4329 1.4561 1.4716
93 1.1269 1.2900 1.3508 1.3810 1.3991 1.4112
92 1.1184 1.2600 1.3088 1.3323 1.3461 1.3554
91 1.1089 1.2300 1.2683 1.2860 1.2964 1.3032
90 1.0982 1.2000 1.2290 1.2419 1.2492 1.2541
89 1.0864 1.1700 1.1909 1.1995 1.2043 1.2075
88 1.0736 1.1400 1.1537 1.1587 1.1613 1.1630
87 1.0597 1.1100 1.1173 1.1191 1.1199 1.1204
86 1.0448 1.0800 1.0817 1.0808 1.0800 1.0794
85 1.0288 1.0500 1.0467 1.0435 1.0413 1.0399 i
84 1.0119 1.0200 1.0124 1.0071 1.0037 1.0015
83 0.9939 0.9900 0.9785 0.9715 0.9672 0.9643
82 0.9749 0.9600 0.9452 0.9367 0.9325 0.9281
81 0.9550 0.9300 0.9123 0.9025 0.8966 0.8928 co
80 0.9342 0.9000 0.8799 0.8690 0.8625 0.8583
79 0.9124 0.8700 0.8478 0.8360 0.8291 0.8245 CD
CD
78 0.8897 0.8400 0.8160 0.8036 0.7962 0.7915 CD
77 0.8662 0.8100 0.7846 0.7716 0.7640 0.7590
76 0.8417 0.7800 0.7535 0.7401 0.7322 0.7271
75 0.8165 0.7500 0.7226 0.7089 0.7009 0.6958
74 0.7904 0.7200 0.6921 0.6781 0.6701 0.6649
73 0.7636 0.6900 0.6617 0.6477 0.6396 0.6344
72 0.7360 0.6600 0.6316 0.6176 0.6095 0.6044
71 0.7077 0.6300 0.6016 0.5878 0.5798 0.5747
70 0.6787 0.6000 0.5719 0.5583 0.5504 0.5454
69 0.6490 0.5700 0.5423 0.5290 0.5213 0.5164
68 0.6187 0.5400 0.5129 0.4999 0.4924 0.4877
67 0.5878 0.5100 0.4836 0.4710 0.4638 0.4592
66 0.5563 0.4800 0.4545 0.4424 0.4354 0.4310 c
65 0.5242 0.4500 0.4255 0.4139 0.4073 0.4031
64 0.4916 0.4200 0.3967 0.3856 0.3793 0.3753 _
63 0.4586 0.3900 0.3679 0.3575 0.3515 0.3477
62 0.4251 0.3600 0.3392 0.3295 0.3239 0.3203
61 0.3911 0.3300 0.3107 0.3016 0.2964 0.2931
60 0.3568 0.3000 0.2822 0.2738 0.2691 0.2660
59 0.3222 0.2700 0.2537 0.2461 0.2418 0.2391
58 0.2872 0.2400 0.2254 0.2186 0.2147 0.2122
57 0.2519 0.2100 0.1971 0.1911 0.1877 0.1855
56 0.2164 0.1800 0.1688 0.1636 0.1607 0.1592
55 0.1806 0.1500 0.1408 0.1363 0.1338 0.1322
54 0.1447 0.1200 0.1125 0.1090 0.1070 0.1057
53 0.1087 0.0900 0.0843 0.0817 0.0802 0.0792
52 0.0725 0.0600 0.0562 0.0544 0.0534 0.0528
51 0.0363 0.0300 0.0281 0.0272 0.0267 0.0264
GENERAL PROVISIONS III-79
Packet Pg. 1873
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Florida Keys Marathon International Airport 11/2020
Monroe County
Terminal Re-Roof Rehabilitation
Bid Documents Project Manual
TABLE 1. TABLE FOR ESTIMATING PERCENT OF LOT WITHIN LIMITS (PWL)
Percent Within Negative Values of Q (QL and QU)
Limits n = 3 n = 4 n = 5 n = 6 n = 7 n = 8 c
(PL and PU)
49 -0.0363 -0.0300 -0.0281 -0.0272 -0.0267 -0.0264
48 -0.0725 -0.0600 -0.0562 -0.0544 -0.0534 -0.0528 E
47 -0.1087 -0.0900 -0.0843 -0.0817 -0.0802 -0.0792
46 -0.1447 -0.1200 -0.1125 -0.1090 -0.1070 -0.1057
45 -0.1806 -0.1500 -0.1408 -0.1363 -0.1338 -0.1322
44 -0.2164 -0.1800 -0.1688 -0.1636 -0.1607 -0.1592
43 -0.2519 -0.2100 -0.1971 -0.1911 -0.1877 -0.1855
42 -0.2872 -0.2400 -0.2254 -0.2186 -0.2147 -0.2122
41 -0.3222 -0.2700 -0.2537 -0.2461 -0.2418 -0.2391
40 -0.3568 -0.3000 -0.2822 -0.2738 -0.2691 -0.2660
39 -0.3911 -0.3300 -0.3107 -0.3016 -0.2964 -0.2931 c
38 -0.4251 -0.3600 -0.3392 -0.3295 -0.3239 -0.3203
37 -0.4586 -0.3900 -0.3679 -0.3575 -0.3515 -0.3477
36 -0.4916 -0.4200 -0.3967 -0.3856 -0.3793 -0.3753 i
35 -0.5242 -0.4500 -0.4255 -0.4139 -0.4073 -0.4031
34 -0.5563 -0.4800 -0.4545 -0.4424 -0.4354 -0.4310
33 -0.5878 -0.5100 -0.4836 -0.4710 -0.4638 -0.4592 >'
32 -0.6187 -0.5400 -0.5129 -0.4999 -0.4924 -0.4877 !i'
co
31 -0.6490 -0.5700 -0.5423 -0.5290 -0.5213 -0.5164
30 -0.6787 -0.6000 -0.5719 -0.5583 -0.5504 -0.5454
CD
29 -0.7077 -0.6300 -0.6016 -0.5878 -0.5798 -0.5747
CD
28 -0.7360 -0.6600 -0.6316 -0.6176 -0.6095 -0.6044 N
27 -0.7636 -0.6900 -0.6617 -0.6477 -0.6396 -0.6344
26 -0.7904 -0.7200 -0.6921 -0.6781 -0.6701 -0.6649
25 -0.8165 -0.7500 -0.7226 -0.7089 -0.7009 -0.6958
24 -0.8417 -0.7800 -0.7535 -0.7401 -0.7322 -0.7271
23 -0.8662 -0.8100 -0.7846 -0.7716 -0.7640 -0.7590
22 -0.8897 -0.8400 -0.8160 -0.8036 -0.7962 -0.7915
21 -0.9124 -0.8700 -0.8478 -0.8360 -0.8291 -0.8245
20 -0.9342 -0.9000 -0.8799 -0.8690 -0.8625 -0.8583
19 -0.9550 -0.9300 -0.9123 -0.9025 -0.8966 -0.8928
18 -0.9749 -0.9600 -0.9452 -0.9367 -0.9325 -0.9281
17 -0.9939 -0.9900 -0.9785 -0.9715 -0.9672 -0.9643
16 -1.0119 -1.0200 -1.0124 -1.0071 -1.0037 -1.0015
15 -1.0288 -1.0500 -1.0467 -1.0435 -1.0413 -1.0399
14 -1.0448 -1.0800 -1.0817 -1.0808 -1.0800 -1.0794
13 -1.0597 -1.1100 -1.1173 -1.1191 -1.1199 -1.1204
12 -1.0736 -1.1400 -1.1537 -1.1587 -1.1613 -1.1630
11 -1.0864 -1.1700 -1.1909 -1.1995 -1.2043 -1.2075
10 -1.0982 -1.2000 -1.2290 -1.2419 -1.2492 -1.2541
9 -1.1089 -1.2300 -1.2683 -1.2860 -1.2964 -1.3032
8 -1.1184 -1.2600 -1.3088 -1.3323 -1.3461 -1.3554
7 -1.1269 -1.2900 -1.3508 -1.3810 -1.3991 -1.4112
6 -1.1342 -1.3200 -1.3946 -1.4329 -1.4561 -1.4716
5 -1.1405 -1.3500 -1.4407 -1.4887 -1.5181 -1.5381
4 -1.1456 -1.3800 -1.4897 -1.5497 -1.5871 -1.6127
3 -1.1496 -1.4100 -1.5427 -1.6181 -1.6661 -1.6993
2 -1.1524 -1.4400 -1.6016 -1.6982 -1.7612 -1.8053
GENERAL PROVISIONS III-80
Packet Pg. 1874
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Florida Keys Marathon International Airport 11/2020
Monroe County
Terminal Re-Roof Rehabilitation
Bid Documents Project Manual
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GENERAL PROVISIONS III-81
Packet Pg. 1875
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Florida Keys Marathon International Airport 11/2020
Monroe County
Terminal Re-Roof Rehabilitation
Bid Documents Project Manual
S E C T I O N 1 2 0
NUCLEAR GAUGES
120-01 TESTING. When the specifications provide for nuclear gauge acceptance
testing of material for Items P-152, and P-211, the testing shall be performed in accordance
with this section. At each sampling location, the field density shall be determined in accordance
with ASTM D 2922 using the Direct Transmission Method. The nuclear gauge shall be
calibrated in accordance with Annex Al. Calibration and operation of the gauge shall be in
accordance with the requirements of the manufacturer. The operator of the nuclear gauge must
show evidence of training and experience in the use of the instrument. The gauge shall be
standardized daily in accordance with ASTM D 2922, paragraph 8.
Use of ASTM D 2922 results in a wet unit weight, and when using this method, ASTM D 3017
shall be used to determine the moisture content of the material. The moisture gage shall be
standardized daily in accordance with ASTM D 3017, paragraph 7.
i
The material shall be accepted on a lot basis. Each Lot shall be divided into eight(8) sublots
when ASTM D 2922 is used. co
>-
120-02. When PWL concepts are incorporated, compaction shall continue until a PWL of 90
percent or more is achieved using the lower specification tolerance limits (L) below.
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The percentage of material within specification limits (PWL) shall be determined in
accordance with the procedures specified in Section 110 of the General Provisions.
The lower specification tolerance limit (L) for density shall be:
0
Specification Item Specification Tolerance (L) for Density, (percent of
Number laboratory maximum)
90.5 for cohesive material, 95.5 for non-cohesive
Item P-152 95.5
c
0
If the PWL is less than 90 percent, the lot shall be reworked and recompacted by the
Contractor at the Contractor's expense. After reworking and recompaction, the lot shall be
resampled and retested. Retest results for the lot shall be reevaluated for acceptance. This
procedure shall continue until the PWL is 90 percent or greater.
GENERAL PROVISIONS III-82
Packet Pg. 1876
J.8.c
Florida Keys Marathon International Airport 11/2020
Monroe County
Terminal Re-Roof Rehabilitation
Bid Documents Project Manual
120-03 VERIFICATION TESTING. (For Items P-152 only.) The Engineer will verify the
maximum laboratory density of material placed in the field for each lot. A minimum of one test
will be made for each lot of material at the site. The verification process will consist of; (1)
compacting the material and determining the dry density and moisture-density in accordance c
with [ASTM D 698 for aircraft gross weights less than 60,0000 pounds] [ASTM D 1557 for
aircraft gross weights 60,000 pounds or more], and (2) comparing the result with the laboratory
moisture-density curves for the material being placed. This verification process is
commonly referred to as a "one-point Proctor". If the material does not conform to the
existing moisture-density curves, the Engineer will establish the laboratory maximum density
and optimum moisture content for the material in accordance with [ASTM D 698 for aircraft
gross weights less than 60,0000 pounds] [ASTM D 1557 for aircraft gross weights 60,000
pounds or more].
Additional verification tests will be made, if necessary, to properly classify all materials
placed in the lot.
The percent compaction of each sampling location will be determined by dividing the field i
density of each sublot by the laboratory maximum density for the lot.
END OF SECTION 120 --
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GENERAL PROVISIONS III-83
Packet Pg. 1877
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Florida Keys Marathon International Airport 11/2020
Monroe County
Terminal Re-Roof Rehabilitation
Bid Documents Project Manual
SECTION 130
SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION
The Contractor shall comply with the Department of Labor Safety and Health
Regulations for construction promulgated under the Occupational Safety and Health Act
of 1970 (PL91-596) and under Section 107 of the Contract Work Hours and Safety
Standards Act (PL91-54).
The Contractor alone shall be responsible for the safety, efficiency and adequacy of his
plant, appliances and methods of construction and for any damages which may result
from their failure or their improper construction, maintenance or operations.
0
The Contractor will be required to comply with the latest edition of Advisory Circular No.
150/5370-2E "Operational Safety on Airports During Construction". In addition, the
Contractor will be required to comply with all Safety and Security Requirements stipulated i
in the Contractor's Safety and Security Requirements stated on Plans.
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END OF SECTION 130
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GENERAL PROVISIONS III-84
Packet Pg. 1878
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Florida Keys Marathon International Airport 11/2020
Monroe County
Terminal Re-Roof Rehabilitation
Bid Documents Project Manual
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GENERAL PROVISIONS III-85
Packet Pg. 1879
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Florida Keys Marathon International Airport 11/2020
Monroe County
Terminal Re-Roof Rehabilitation
Bid Documents Project Manual
SECTION 140
GENERAL INSURANCE REQUIREMENTS FOR CONTRACTORS AND
SUBCONTRACTORS
Prior to the commencement of work governed by this contract (including the pre-staging
of personnel and material), the Contractor shall obtain, at his/her own expense,
insurance as specified in the attached schedules, which are made part of this contract.
The Contractor will also ensure that the insurance obtained will extend protection to all
subcontractors engaged by the Contractor. As an alternative, the Contractor may
require all subcontractors to obtain insurance consistent with the attached schedules.
The Contractor will not be permitted to commence work governed by this contract
(including pre-staging of personnel and material) until satisfactory evidence of the
required insurance has been furnished to the County as specified below. Delays in the
commencement of work resulting from the failure of the Contractor to provide i
satisfactory evidence of the required insurance shall not extend deadlines specified in
this contract and any penalties and failure to perform assessments shall be imposed as
if the work commenced on the specified date and time, except for the Contractor's failure >'
to provide satisfactory evidence. `✓
co
The Contractor shall maintain the required insurance throughout the entire term of this
contract and any extensions specified in any attached schedules. Failure to comply
with this provision may result in the immediate suspension of all work until the required
insurance has been reinstated or replaced. Delays in the completion of the work
resulting from the failure of the Contractor to maintain the required insurance shall not
extend deadlines specified in this contract and any penalties and failure to perform
assessments shall be imposed as if the work had not been suspended, except for the
Contractor's failure to maintain the required insurance.
The Contractor shall provide to the County as satisfactory evidence of the
required insurance either:
c
Certificate of Insurance, or c
A certified copy of the actual insurance policy.
The County, at its sole option, has the right to request a certified copy of any or
all insurance policies required by this contract.
All insurance policies must specify that they are not subject to cancellation, non-
renewal, material change or reduction in coverage unless a minimum of thirty (30)
days' prior notification is given to the County by the insurer.
The acceptance and/or approval of the Contractor's insurance shall not be construed
as relieving the Contractor from any liability or obligation assumed under this contract
or imposed by Iaw.The Monroe County Board of County Commissioners, its employees
and officials will be included as "Additional Insured" on all policies, except for Workers'
GENERAL PROVISIONS III-86
Packet Pg. 1880
J.8.c
Florida Keys Marathon International Airport 11/2020
Monroe County
Terminal Re-Roof Rehabilitation
Bid Documents Project Manual
Compensation.
In addition, the County will be named as an Additional Insured and Loss Payee on all
policies covering County-owned property. c
Any deviations from these General Insurance Requirements must be requested in
writing on the County prepared form entitled "Request for Waiver of Insurance E
Requirements" and" approved by Monroe County's Risk Manager. r
To assist in the development of your proposal, the insurance coverage marked with an
"X"will be required in the event an award is made to your firm. Please review this form
with your insurance agent and have him sign it in the place provided. It is also required
that the bidders sign the form and submit it with each proposal.
WORKERS' COMPENSATION & EMPLOYER'S LIABILITY
Workers' Compensation DWLRC Statutory Limits i
C1 Employer's Liability ELOLW\ $100,000/$500,000/$100,000
C2 Employer's Liability ELOLW\ $500,000/$500,000/$500,000
C3 X Employer's Liability ELOLW\ $1,000,000/$1,000,000/$1,000,000
CUSLH U.S. Longshoremen & Harbor
Workers Act Same as Employer's Liability
CJA Federal Jones Act Same as Employer's Liability
GENERAL LIABILITY
6
As a minimum, the required general liability coverage will include:
- Premises Operations - Products and Completed Operations
- Blanket Contractual -
Personal injury - -Expanded Definition of
Property Damage
E
Required Limits:
GENERAL PROVISIONS III-87
Packet Pg. 1881
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Florida Keys Marathon International Airport 11/2020
Monroe County
Terminal Re-Roof Rehabilitation
Bid Documents Project Manual
GL1 $100,000/person; $300,000/occurrence
$ 50,000 property damage or
$300,000 combined single limit
GL2 $250,000/person; $500,000/occurrence
$ 50,000 property damage or
$500,000 combined single limit
$ 500,000/person; $1,000,000/occurrence
GL3 X $ 100,000 property damage or
$1,000,000 combined single limit
0
GL4 $5,000,000 combined single limited
Required Endorsement: i
GLXCU Underground, Explosion & Collapse (XCU) �-
GLLIQ Liquor Liability co
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All endorsements are required to have the same limits as the basic policy. "'
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VEHICLE LIABILITY
As a minimum, coverage should extend to liability for:
- Owned, Non-owned and hired vehicles
6
Required Limits:
VLI $ 50,000/person; $100,000/occurrence
$ 25,000 property damage or c
$100,000 combined single limit
VL2 $100,000/person; $300,000/occurrence E
$ 50,000 property damage or r
$300,000 combined single limit
VL3 X $ 500,000/person; $1,000,000/occurrence
$ 100,000 property damage or
$1,000,000 combined single limit
VL4 $5,000,000 combined single limit
GENERAL PROVISIONS III-88
Packet Pg. 1882
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Florida Keys Marathon International Airport 11/2020
Monroe County 06/2019
Terminal Re-Roof Rehabilitation
Bid Documents Project Manual
MISCELLANEOUS COVERAGES
BR1 X Builders' Risk Limits Equal to the risk completed project
Equal to the max. value of any one
MVC Motor Truck Caro Limits shipment
PR01 Professional Liability $250,000/occurrence
P R02 $500,000/occurrence
P R03 $1,000,000/occurrence
P01_1 Pollution Liability $500,000/occurrence
POL2 $1,000,000/occurrence
POL3 $5,000,000/occurrence c
ED1 Employee $10,000
ED2 Dishonesty $100,000 i
GK1 Garage $300,000 $25,000/vehicle
GK2 Keepers $500,000 $100,000/vehicle co
.�
GK3 $1,000,000 $250,000/vehicle
MED1 Medical $500,000/$1,000,000 Agg.
MED2 Professional $1,000,000/$3,000,000 Agg.
MED3 $5,000,000/$10,000,000 A
IF Installation Floater Max. Value of Equip. Installed
VLP1 Hazardous $300,000 (Requires MCS-90
6
VLP2 Caro $500,000 (Requires MCS-90
VLP3 Trans orter $1,000,000 (Requires MCS-90
BLL Bailee Liability Max. value of property
HKL1 Hangar keepers' Liability $300,000 c
HKL2 $500,000
H KL3 $1,000,000
AIR1 Aircraft Liability $25,000,000
Al R2 $1,000,000
Al R3 $1,000,000 E
AE01 Architect's Errors & Omissions $250,000/occurrence/$500,000 Agg.
AE02 $500,000/occurrence/$1,000,000 Agg.
AE03 $1,000,000/occurrence/$3,000,000 Agg.
GENERAL PROVISIONS III-89
Packet Pg. 1883
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Florida Keys Marathon International Airport 11/2020
Monroe County
Terminal Re-Roof Rehabilitation
Bid Documents Project Manual
INSURANCE AGENT'S STATEMENT
I have reviewed the above requirements with the bidder named below. The following
deductibles apply to the corresponding policy: c
POLICY DEDUCTIBLES
Liability policies are:
Occurrence Claims Made
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Insurance Agency Signature �-
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BIDDER'S STATEMENT `CD
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I understand the insurance that will be mandatory if awarded the contract and will
comply in full with all the requirements.
Bidder Signature
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GENERAL PROVISIONS III-90
Packet Pg. 1884
J.8.c
Florida Keys Marathon International Airport 11/2020
Monroe County
Terminal Re-Roof Rehabilitation
Bid Documents Project Manual
WORKERS ' COMPENSATION
INSURANCE REQUIREMENTS
FOR
0
CONTRACT
E
B E T W E E N
MONROE COUNTY, FLORIDA
AND
0
Prior to the commencement of work governed by this contract, the Contractor shall obtain i
Workers'Compensation Insurance, with limits sufficient to respond to the applicable state's statutes.
In addition, the Contractor shall obtain Employers' Liability Insurance with limits of not less than:
$1,000,000 Bodily Injury by Accident co
$1,000,000 Bodily Injury by Disease, policy limits
$1,000,000 Bodily Injury by Disease, each employee cV
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Coverage shall be maintained throughout the entire term of the contract.
Coverage shall be provided by a company or companies authorized to transact business in the
state of Florida and the company or companies must maintain a minimum rating of A-V1 as
assigned by the A.M. Best Company.
6
If the Contractor has been approved by the Florida Department of Labor as an authorized
self-
insurer, the County shall recognize and honor the Contractor's status. The Contractor may be;
required to submit a Letter of Authorization issued by the Department of Labor and a Certificate
of Insurance providing details on the Contractor's Excess Insurance Program. c
If the Contractor participates in a self-insurance fund, a Certificate of Insurance will be required. In
addition,the Contractor may be required to submit updated financial statements from the fund upon
request from the County.
GENERAL PROVISIONS III-91
Packet Pg. 1885
J.8.c
Florida Keys Marathon International Airport 11/2020
Monroe County
Terminal Re-Roof Rehabilitation
Bid Documents Project Manual
GEN ERAL LIABILITY
INSURANCE REQUIREMENTS
FOR
0
CONTRACT
E
B E T W E E N
MONROE COUNTY, FLORIDA
AND
0
Prior to the commencement of work governed by this contract, the Contractor shall obtain i
General Liability Insurance. Coverage shall be maintained throughout the life of the contract and
include, as a minimum:
- Premises Operations .�
- Products and Completed Operations co
- - Blanket Contractual Liability
- Personal Injury Liability cV
- Expanded Definition of Property Damage cV
The minimum limits acceptable shall be:
$1,000,000 Combined Single Limit (CSL)
If split limits are provided, the minimum limits acceptable shall be:
$ 500,000 per person
$1,000,000 per occurrence w
$ 100,000 property damage
0
An Occurrence Form policy is preferred. If coverage is provided on a Claims Made policy, its
provisions should include coverage for claims filed on or after the effective date of this contract. In
addition, the period for which claims may be reported should extend for a minimum of twelve (12) E
months following the acceptance of work by the County.
The Monroe County Board of County Commissioners shall be named as Additional Insured on all
policies issued to satisfy the above requirements.
GENERAL PROVISIONS III-92
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V E H I C LE LIA B I L I T Y
INSURANCE REQUIREMENTS
FOR
CONTRACT E
B E T W E E N
MONROE COUNTY, FLORIDA
AND
0
i
Recognizing that the work governed by this contract requires the use of vehicles, the
Contractor, prior to the commencement of work shall obtain Vehicle Liability Insurance.
Coverage shall be maintained throughout the life of the contract and include, as a minimum, liability
coverage for: co
• Owned, Non-Owned and Hired Vehicles
cv
The minimum limits acceptable shall be:
$1,000,000 Combined Single Limit (CSL)
If split limits are provided, the minimum limits acceptable shall be:
$ 500,000 per person
$1,000,000 per occurrence
$ 100,000 property damage
The Monroe County Board of County Commissioners shall be named as Additional Insured on all
policies issued to satisfy the above requirements. c
E
GENERAL PROVISIONS III-93
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BUILDER ' S RISK
INSURANCE REQUIREMENTS
FOR
CONTRACT E
B E T W E E N
MONROE COUNTY, FLORIDA
AND
0
The Contractor shall be required to purchase and maintain, throughout the life of the contract, i
and until the project is accepted by the County, Builder's Risk Insurance on an All Risk of Loss
form. �-
Coverage shall include: co
CD
CD
Theft Aircraft
Windstorm Vehicles
Hail Smoke
Explosion Fire
Riot Collapse
Civil Commotion Flood
c
0
The policy limits shall be no less than the amount of the finished project and coverage shall
be provided on a completed value basis.
E
Property located on the construction premises, which is intended to become a permanent
part of the building, shall be included as property covered.
The policy shall be endorsed permitting the County to occupy the building prior to completion
without effecting the coverage.
The Monroe County Board of County Commissioners shall be named as Additional Insured
and Loss Payee.
GENERAL PROVISIONS III-94
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c
0
E
0
INTENTIONALLY LEFT BLANK
co
CD
r.
cv
CD
cv
0
c
0
E
w
U
GENERAL PROVISIONS III-95
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SECTION 150
DISADVANTAGED BUSINESS ENTERPRISE PROGRAM
0
150.01 DEFINITIONS OF TERMS The terms used in this program have the meaning defined in
49 CFR Section 26.5.
150.02 OBJECTIVES/POLICY STATEMENT
The Florida Keys International Marathon Airport (herein called Sponsor) has established a
Disadvantaged Business Enterprise (DBE) program in accordance with regulations of the U.S.
Department of Transportation (USDOT), 49 CFR Part 26. The Sponsor has received Federal
financial assistance in excess of $250,000 from the Federal Aviation Administration, and as a
condition of receiving this assistance, the Sponsor has signed an assurance that it will comply
with 49 CFR Part 26.
It is the policy of the Sponsor to ensure that DBEs, as defined in 49 CFR Part 26, have an equal i
opportunity to receive and participate in FAA-assisted contracts. It is also their policy:
A. To ensure nondiscrimination in the award and administration of FAA-assisted �--
contracts; co
B. To create a level playing field on which DBEs can compete fairly for FAA-assisted
contracts;
C. To ensure that the DBE Program is narrowly tailored in accordance with applicable
law;
D. To ensure that only firms that fully meet 49 CFR Part 26 eligibility standards are
permitted to participate as DBEs;
E. To help remove barriers to the participation of DBEs in FAA-assisted contracts; E
F. To promote the use of DBEs in all types of federally-assisted contracts and
0
procurement activities conducted by recipients;
G. To assist the development of firms that can compete successfully in the market place
outside the DBE Program; and
H. To provide appropriate flexibility to recipients of Federal financial assistance in
establishing and providing opportunities for DBEs.
The Sponsor's Senior Business Manager has been designated as the DBE Liaison Officer. In that
capacity, the Sponsor's Senior Business Manager is responsible for implementing all aspects of E
the DBE program. Implementation of the DBE program is accorded the same priority as
compliance with all other legal obligations incurred by the Sponsor in its financial assistance
agreements with the Federal Aviation Administration.
150.03 NON-DISCRIMINATION
The Sponsor will never exclude any person from participation in, deny any person the benefits of,
or otherwise discriminate against anyone in connection with the award and performance of any
contract covered by 49 CFR Part 26 on the basis of race, color, sex, or national origin.
GENERAL PROVISIONS III-96
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In administering its DBE program, the Sponsor will not, directly or through contractual or other
arrangements, use criteria or methods of administration that have the effect of defeating or
substantially impairing accomplishment of the objectives of the DBE program with respect to
individuals of a particular race, color, sex, or national origin. c
150.04 DBE PROGRAM UPDATES
E
The Sponsor will continue to carry out this program until all funds from FAA financial assistance
have been expended. The Sponsor does not have to submit regular updates to the DBE Program
document, as long as it remains in compliance. Updates will be provided to FAA if there are
significant changes in the Program.
150.05 FEDERAL FINANCIAL ASSISTANCE AGREEMENT ASSURANCE
The Sponsor has signed the following assurance, applicable to all FAA-assisted contracts and
their administration:
The Sponsor shall not discriminate on the basis of race, color, national origin, or sex in i
the award and performance of any FAA-assisted contract or in the administration of its
DBE Program or the requirements of 49 CFR Part 26. The recipient shall take all >-
necessary and reasonable steps under 49 CFR Part 26 to ensure nondiscrimination in the
award and administration of FAA-assisted contracts. The recipient's DBE Program, asco
required by 49 CFR Part 26 and as approved by FAA, is incorporated by reference in this
agreement.
N
Implementation of this program is a legal obligation and failure to carry out its terms shall be
treated as a violation of this agreement. Upon notification to the Sponsor of its failure to carry out
its approved program, the FAA may impose sanctions as provided for under 49 CFR Part 26 and
may, in appropriate cases, refer the matter for enforcement under 18 U.S.C. 1001 and/or the E
Program Fraud Civil Remedies Act of 1986 (31 US.C. 3801 et seq.)
0
150.06 REQUIRED CONTRACT CLAUSES
The Sponsor will ensure that the following clauses are placed in every FAA-assisted contract
and subcontract:
A. Nondiscrimination - The contractor, sub-recipient or subcontractor shall not
discriminate on the basis of race, color, national origin, or sex in the performance of E
this contract. The contractor shall carry out applicable requirements of 49 CFR Part
26 in the award and administration of FAA assisted contracts. Failure by the contractor
to carry out these requirements is a material breach of this contract, which may result
in the termination of this contract or such other remedy as the recipient deems
appropriate, which may include, but is not limited to:
1. Withholding monthly progress payments,
2. Assessing Sanctions
3. Liquidated Damages, and/or,
4. Disqualifying the Contractor from future bidding as non-responsible.
GENERAL PROVISIONS III-97
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B. Equal Opportunity — DBE Obligation — The recipient or its contractors agrees to
ensure that disadvantaged business enterprises as defined in 49 CFR Part 26 have
equal opportunity to participate in the performance of contracts and subcontracts
financed in whole or in part with Federal funds provided under this agreement. In this c
regard, contractors shall take all necessary and reasonable steps in accordance with
49 CFR Part 26 to ensure that disadvantaged business enterprises have an equal
opportunity to compete for and perform contracts. Recipients and their contractors
shall not discriminate on the basis of race, color, national origin, or sex in the award
and performance of FAA-assisted contracts.
C. Failure to Carry Out DBE Obligations — All bidders, potential contractors, or
subcontractors for this FAA-assisted contract are hereby notified that failure to carry
out the FAA policy and the DBE obligation, as set forth above, shall constitute a breach
of contract which may result in termination of the contract or such other remedy as
deemed appropriate by the recipient and the FAA.
D. Prompt Payment -The prime contractor agrees to pay each subcontractor under this
prime contract for satisfactory performance of its contract no later than 30 working i
days from the receipt of each payment the prime contractor receives from the Monroe
County BOCC. The prime contractor agrees further to return retainage payments to >-
each subcontractor within 30 days after the subcontractor's work is satisfactorily
completed. Any delay or postponement of payment from the above referenced timeco
frame may occur only for good cause following written approval of the Florida Keys
Marathon International Airport. This clause applies to both DBE and non-DBE
subcontractors.
E. Retainage - From the total of the amount determined to be payable on a partial
payment, 10% percent of such total amount will be deducted and retained by the
Sponsor for protection of the Sponsor's interests. Release and payment of the E
retained amount shall be in accordance with Section 90-06. In lieu of retainage, the
Contractor may exercise at its option the establishment of an escrow account in c
accordance with Section 90-08.
The Contractor is required to pay all subcontractors for satisfactory performance of
their contracts no later than 30 days after the Contractor has received a partial
payment. Contractor must provide the Sponsor evidence of prompt and full payment
of retainage held by the prime Contractor to the subcontractor within 30 days after
the subcontractor's work is satisfactorily completed. A subcontractor's work is E
satisfactorily completed when all the tasks called for in the subcontract have been
accomplished and documented as required by the Sponsor. When the Sponsor has
made an incremental acceptance of a portion of a prime contract, the work of a
subcontractor covered by that acceptance is deemed to be satisfactorily completed.
Upon 50% completion of the Work, the amount of retainage thereafter withheld by the
Sponsor from subsequent payments may be reduced to 5% of that portion of the
gross amount(less reimbursable items) of each monthly payment request certified by
the RPR and approved by the Sponsor for payment unless the Contractor elected to
withhold a higher amount from subcontractors as allowed by law, in which case the
higher amount shall be retained by the Sponsor. Upon achieving fifty percent (50 %)
GENERAL PROVISIONS III-98
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completion of the Work, and when requested by the RPR, the Sponsor may release
half of the amount previously retained. Sponsor reserves the right, at its sole
discretion, to further reduce the amounts retained on any subsequent monthly
payment request prior to final payment. Provided, however, nothing in this Section c
shall preclude or limit the Sponsor's right to withhold payment as otherwise permitted
by the terms of the Contract Documents or as permitted by law.
E
F. Prompt Payment Monitoring - In order to ensure subcontractors have been promptly
paid by the prime contractor within 30 days of receipt of payment from Monroe County,
the prime contractor must submit documentation of prior subcontractor payments and
dates with their pay requests. The Sponsor retains the right to audit a contractor's
books and records to determine the accuracy of the information reported. The awarded
prime contractor may use the 30-Day Subcontractor Prompt Payment Form for
monitoring.
0
150-07 OTHER CONTRACT PROVISIONS
A. Bidders List. If the recipient's DBE program provides for collecting information for a i
bidders list by using a contract clause, the recipient should devise an appropriate
clause and include it in each FAA-assisted contract. FAA's "Sample DBE Program" >-
interpreting 49 CFR Section 26.11 lists various methods by which a recipient can
collect information for a bidders list. Use of a contract clause is one such method. co
B. Good Faith Efforts. In accordance with 49 CFR Section 26.51, the recipient must meet
the maximum feasible portion of their overall goal through race-neutral means of
facilitating DBE participation. The recipient is not required to set a contract goal on
every FAA-assisted contract but must set contract goals that will cumulatively result in
meeting any portion of the overall goal the recipient does not project meeting through
the use of race-neutral means. Contract goals may be established only on those FAA- E
assisted contracts having sub-contracting possibilities.
0
When a contract goal is established pursuant to the recipient's program, the sample
bid specification set forth below can be used to notify bidders/offerors of the
requirements to make good faith efforts. The forms that follow the specification can be
used to collect information necessary to determine whether the bidder/offeror has
satisfied these requirements. The sample specification is intended for use in both non-
construction and construction contracts for which a contract goal has been
established. Thus, it can be included in invitations for bid for construction, in requests E
for architectural/engineering and other professional services, and in other covered
solicitation documents.
The requirements of 49 CFR Part 26, Regulations of the U.S. Department of
Transportation, apply to this contract. It is the policy of the Sponsor to practice
nondiscrimination based on race, color, sex, or national origin in the award or
performance of this contract. All firms qualifying under this solicitation are encouraged
to submit bids/proposals. Award of this contract will be conditioned upon satisfying the
requirements of this bid specification. These requirements apply to all bidders/offerors,
including those who qualify as a DBE. DBE participation in this contract may be in the
form of a prime contract, subcontract, joint venture, or another arrangement that
qualifies under 49 CFR Section 26. The bidder/ offeror shall make good faith efforts,
GENERAL PROVISIONS III-99
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as defined in Appendix A, 49 CFR Part 26 (Attachment 1), to meet the goal for DBE
participation in the performance of this contract.
c
C. DBE-related Forms to Submit with Bid. In addition to the Section J Form, the c
Bidder/Offeror shall submit Attachment 1 — DBE Utilization Form at time of Bid and if
DBE goal is not met shall submit at the time of bid the Good Faith Effort documentation.
The Bidder/Offer shall also submit Attachment 2 — Letter of Commitment Form for all
DBE firms proposed by the Bidder/Offeror. Attachment 2 shall be completed by the
Bidder/Offeror for each DBE firm and the DBE firm must affirm by signature in
Attachment 2.
D. DBE Compliance - The Contractor will be required to submit the following forms as
part of their DBE contract compliance during the execution of the project:
1) Attachment 1 — Disadvantage Business Enterprise (DBE) Utilization Form — due
with bid.
2) Attachment 2 — Letter of Intent Form — due with bid. A separate form should be
completed for each DBE firm. i
3) Attachment 3 — Form A - Proposed DBE Utilization Form - due within seven days
of the preconstruction conference to Engineer/Architect/RPR. A separate form >-
should be completed for each DBE firm.
4) Attachment 4 — Form B — Proposed DBE Identification Form - due within sevenco
days of the preconstruction conference to Engineer/Architect/RPR. A separate
form should be completed for each DBE firm.
5) Attachment 5 — Form C - DBE Payment Certification Form for each DBE firm that
is working as a subcontractor should be submitted with each pay request. Page 1
is due by the 101h of each month and must be signed and notarized both by the
contractor and the DBE firm. Page 2 is due when final payment has been made to
the DBE firm. E
6) Attachment 6 — Form D - Documentation of 30-Day Subcontractor Prompt
Payment Form for each pay request from a subcontractor(DBE or non-DBE), shall c
be submitted with each pay request and maintained throughout the duration of
work.
7) Attachment 7 — Form E - DBE Expenditure Report Form for each DBE firm that is
working as a subcontractor should be submitted with each pay request.
8) Attachment 8 — Form F - Final Report Utilization of Disadvantaged Business
Enterprises (DBEs) Form with the final pay request.
E
Copies of these forms follow.
GENERAL PROVISIONS III-100
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ATTACHMENT 1
DISADVANTAGED BUSINESS ENTERPRISE (DBE) UTILIZATION FORM
c
(This Form due with Bid) c
The Sponsor has established a race neutral DBE goal of 10.65 % for this project.
The undersigned bidder/ offeror has satisfied the requirements of the bid specification in the
following manner (please check the appropriate space):
The Bidder/Offeror is committed to a minimum of 10.65 % DBE utilization on
this Contract.
i
The Bidder/Offeror(if unable to meet the DBE goal of 10.65 %) is committed
to a minimum of % DBE utilization on this Contract and submits >_
LU
documentation attached hereto demonstrating the Bidder/Offeror's Good `o
Faith Efforts. Please refer to 49 CFR Appendix A to 49 CFR Part 26 —
Guidance Concerning Good Faith Efforts.
cv
Name of Bidder/Offeror's firm:
0
State Registration No.:
c
0
By:
Signature of Bidder/Offeror Name/Title
GENERAL PROVISIONS III-101
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ATTACHMENT 2
LETTER OF INTENT FORM
c
(Submit this form for each DBE Firm and attach a copy of their FLUCP DBE Certification or firm c
print-out from the FDOT DBE Directory. Forms are due with Bid.
DBE Firms must be certified by the FLUCP and listed in the FDOT DBE Directory at time of bid.)
E
Name of Bidder/Offeror's firm:
Address: '
City: State: Zip:
Name of DBE firm:
c
Address:
i
City: State: Zip:
Telephone/ Email:
co
Description of work to be performed by DBE firm:
cv
cv
The Bidder/Offeror is committed to utilizing the above-named DBE firm for the work described
above. The estimated dollar value of this work is $
By:
Signature of Bidder/Offeror Name/Title c
Affirmation
The above-named DBE firm affirms that it will perform the portion of the Contract for the estimated
dollar values as stated above.
By
(Signature of DBE Firm) (Title)
If the Bidder/Offeror does not receive award of the prime contract, any and all
representations in this Letter of Intent and Affirmation shall be null and void.
GENERAL PROVISIONS III-102
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ATTACHMENT 3
FORM A
PROPOSED DBE UTILIZATION FORM
0
DISADVANTAGED BUSINESS ENTERPRISE(DBE)PARTICIPATION
THIS FORM MUST BE FULLY COMPLETED FOR EACH PROPOSED DBE CONTRACTOR/SUBCONTRACTOR AND SUBMITTED
NO LATER THAN 7 DAYS FROM THE PRE-CONSTRUCTION CONFERENCE TO THE ENGINEER/ARCHITECT/RPR
PROJECT NAME:
AIRPORT NAME:
AIP PROJECT NUMBER: cB
PRIME CONTRACTOR:
ADDRESS:
CONTACT NAME: I
TEL/FAX/EMAIL:
DBE GOAL FOR PROJECT:
r
IDENTIFICATION OF DBE FIRMS TO PARTICIPATE IN CONTRACT
(PROVIDE FOR EACH DBE FIRM INTENDED TO PERFORM IN CONTRACT):
CD
1. NAME OF DBE FIRM:
ESTIMATED PARTICIPATION:$
FL
ESTIMATED PERCENTAGE OF TOTAL PROJECT: % r
OVERVIEW OF WORK TO BE PERFORMED:
0
2. NAME OF DBE FIRM:
0
ESTIMATED PARTICIPATION:$
ESTIMATED PERCENTAGE OF TOTAL PROJECT:
OVERVIEW OF WORK TO BE PERFORMED:
GENERAL PROVISIONS III-103
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FORM A (CONTINUED)
PROPOSED DBE UTILIZATION FORM
DISADVANTAGED BUSINESS ENTERPRISE(DBE)PARTICIPATION
0
3. NAME OF DBE FIRM:
ESTIMATED PARTICIPATION:$
ESTIMATED PERCENTAGE OF TOTAL PROJECT: %
OVERVIEW OF WORK TO BE PERFORMED: ,
0
4. NAME OF DBE FIRM:
ESTIMATED PARTICIPATION:$
I
ESTIMATED PERCENTAGE OF TOTAL PROJECT: %
OVERVIEW OF WORK TO BE PERFORMED:
r
r
r
N
CD
The undersigned certifies the intent of the Prime Contractor to enter into a contract with the DBE Contractor/Subcontractor to N
provide the above-referenced work associated with this project.
FL
Name of Prime Contractor E
Signature Date
Print Name and Title
NOTES:
0
1. THIS FORM IS DUE NO LATER THAN 7 DAYS FROM THE PRECONSTRUCTION CONFERENCE
2. DISTRIBUTION:ORIGINAL AND ONE COPY TO ENGINEER/ARCHITECT
3. A DBE IDENTIFICATION FORM MUST BE SUBMITTED FOR ALL PROPOSED DBEs
E
GENERAL PROVISIONS III-104
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ATTACHMENT 4
FORM B
PROPOSED DBE IDENTIFICATION FORM
0
DISADVANTAGED BUSINESS ENTERPRISE(DBE)PARTICIPATION
THIS FORM MUST BE FULLY COMPLETED FOR EACH PROPOSED DBE CONTRACTOR/SUBCONTRACTOR AND SUBMITTED
NO LATER THAN 7 DAYS FROM THE PRE-CONSTRUCTION CONFERENCE TO THE ENGINEER/ARCHITECT/RPR
PROJECT NAME:
AIRPORT NAME:
AIP PROJECT NUMBER:
PRIME CONTRACTOR:
0
ADDRESS:
CONTACT NAME:
TEL/FAX/EMAIL: I
DBE GOAL FOR PROJECT: % >-
(FROM BID DOCUMENTS) !i,
IDENTIFICATION OF DBE FIRMS TO PARTICIPATE IN CONTRACT
(PROVIDE THIS FORM FOR EACH DBE FIRM INTENDED TO PERFORM IN THE CONTRACT): r
N
NAME OF DBE FIRM: CD
N
ADDRESS:
CONTACT NAME:
TEL/FAX/EMAIL: r
NAME OF FLORIDA UCP AGENCY WHERE CERTIFIED:
VERIFIED DBE ON FDOT DBE DIRECTORY?
ESTIMATED PARTICIPATION BY THIS DBE CONTRACTOR AT INITIAL/ORIGINAL BID:
1. WAS THIS DBE CONTRACTOR INCLUDED IN INITIAL BID OF PRIME CONTRACTOR?
IF ANSWER IS NO,PRIME CONTRACTOR MUST PROVIDE SUBSTITUTION LETTER TO EXPLAIN REASONS FOR
0
REMOVAL OF OTHER DBE CONTRACTOR AND/OR ADDITION OF THE DBE CONTRACTOR.
2. ESTIMATED PARTICIPATION AT INITIAL BID:$
3. ESTIMATED PERCENTAGE OF TOTAL PROJECT FOR THIS DBE CONTRACTOR: %
4. DETAIL SPECIFIC WORK TO BE PERFORMED:
GENERAL PROVISIONS III-105
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FORM B (CONTINUED)
PROPOSED DBE IDENTIFICATION FORM
DISADVANTAGED BUSINESS ENTERPRISE(DBE)PARTICIPATION
0
ESTIMATED PARTICIPATION BY THIS DBE CONTRACTOR AT PRE-CONSTRUCTION CONFERENCE:
1. ESTIMATED PARTICIPATION AT PRECONSTRUCTION CONFERENCE:$
2. ESTIMATED PERCENTAGE OF TOTAL PROJECT FOR THIS DBE CONTRACTOR: %
3. DETAIL SPECIFIC WORK TO BE PERFORMED:
0
Name of DBE Contractor/Subcontractor I
Signature of DBE Contractor/Subcontractor Date
Print Name and Title
r
r
r
The undersigned certifies the intent of the Prime Contractor to enter into a contract with the DBE Contractor/Subcontractor to
CD
provide the above-referenced work associated with this project.
Name of Prime Contractor r
Signature of Prime Contractor Date
6
Print Name and Title
NOTES:
0
1. THIS FORM IS DUE NO LATER THAN 7 DAYS FROM THE PRECONSTRUCTION CONFERENCE
2. DISTRIBUTION:ORIGINAL AND ONE COPY TO ENGINEER/ARCHITECT/RPR
3. A DBE IDENTIFICATION FORM MUST BE SUBMITTED FOR ALL PROPOSED DBEs
E
GENERAL PROVISIONS III-106
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ATTACHMENT 5
FORM C
DBE PAYMENT CERTIFICATION FORM
0
DISADVANTAGED BUSINESS ENTERPRISE(DBE)PARTICIPATION
Payment Certification Form for each DBE firm that is working as a subcontractor should be submitted with each pay request.
Page 1 is due by the 10th of each month and must be signed and notarized both by the contractor and the DBE firm. —
Page 2 is due when final payment has been made to the DBE firm.
THIS IS TO CERTIFY THAT
(DBE CONTRACTOR)
RECEIVED(MONTHLY)OR(FINAL)PROGRESS PAYMENT OF:$ cu
(CIRCLE ONE)
ON: FROM: cu
(DATE) (PRIME CONTRACTOR)
0
FOR LABOR AND MATERIALS USED ON:
PROJECT NAME:
AIRPORT: I
AIRPORT PROJECT NUMBER:
SIGNED BY OFFICIAL OF PRIME CONTRACTOR:
PRIME CONTRACTOR SIGNATURE: r
r
r
TITLE:
N
NOTARIZED: CD
PERSONALLY KNOWN TO ME:
DRIVER'S LICENSE NUMBER:
FL
OTHER IDENTIFICATION: r
SWORN AND SUBSCRIBED BEFORE ME THIS: DAY OF ,20
6
NOTARY PUBLIC SIGNATURE COMMISSION EXPIRES
TOTAL PAID TO THIS DBE THIS MONTH: $
TOTAL PREVIOUSLY PAID TO THIS DBE: $
TOTAL PAID TO THIS DBE TO DATE: $
SIGNED BY OFFICIAL OF DBE CONTRACTOR: E,
DBE CONTRACTOR SIGNATURE:
TITLE: I®
NOTARIZED:
PERSONALLY KNOWN TO ME:
DRIVER'S LICENSE NUMBER:
OTHER IDENTIFICATION:
SWORN AND SUBSCRIBED BEFORE ME THIS: DAY OF ,20
NOTARY PUBLIC SIGNATURE COMMISSION EXPIRES
GENERAL PROVISIONS III-107
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FORM C (CONTINUED)
DBE PAYMENT CERTIFICATION FORM
DISADVANTAGED BUSINESS ENTERPRISE(DBE)PARTICIPATION
TOTAL OF ALL PROGRESS PAYMENTS: $
RETAINAGE WITH-HELD: $
BOND WITH-HELD: $
PROJECT SUMMARY FOR:
(DBE CONTRACTOR)
ESTIMATED PARTICIPATION BY THIS DBE CONTRACTOR AT INITIAL BID:
1. ESTIMATED PARTICIPATION BY THIS DBE CONTRACTOR AT INITIAL BID: $
2. ESTIMATED PERCENTAGE OF TOTAL PROJECT FOR THIS DBE CONTRACTOR:
0
ACTUAL PARTICIPATION BY THIS DBE CONTRACTOR AT FINAL CONTRACT CLOSEOUT:
1. ACTUAL PARTICIPATION BY THIS DBE CONTRACTOR: $
2. ACTUAL PERCENTAGE OF FINAL CONTRACT AMOUNT FOR THIS DBE CONTRACTOR: I
EXPLAIN ANY DIFFERENCES BETWEEN ITEMS 1&3(OVERRUNS OR UNDERRUNS BY THIS DBE CONTRACTOR ON THIS PROJECT):
r
r
r
N
CD
EXPLAIN ANY DIFFERENCES BETWEEN ITEMS 2&4(ESTIMATED/INITIAL BID PARTICIPATION PERCENTAGE BY THIS DBE FL
CONTRACTOR VERSUS ACTUAL PARTICIPATION PERCENTAGE BY THIS DBE CONTRACTOR):
0
0
0
NOTES:
1. PAGE 1 OF THIS FORM IS DUE BY THE 10"OF EACH MONTH AFTER DBE STARTS WORK WHETHER PAYMENT IS MADE �
BY PRIME CONTRACTOR TO DBE OR NOT.
2. DISTRIBUTION:ORIGINAL AND ONE COPY TO ENGINEER/ARCHITECT/RPR.
3. PAGE 1 OF THIS FORM IS TO BE PROVIDED UNTIL FINAL PAYMENT HAS BEEN MADE TO THIS DBE CONTRACTOR,
INCLUDING ALL RETAINAGE PAYMENTS.
4. INCLUDE PAGE 2 OF THIS FORM ONLY UPON FINAL PROGRESS PAYMENT TO THIS DBE CONTRACTOR.
GENERAL PROVISIONS III-108
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Bid Documents Project Manual
ATTACHMENT 6
FORM D
DOCUMENTATION OF 30-DAY SUBCONTRACTOR PROMPT PAYMENT FORM
0
DISADVANTAGED BUSINESS ENTERPRISE(DBE)PARTICIPATION
THIS FORM DUE WITH EACH PAY REQUEST AND MAINTAINED THROUGHOUT THE DURATION OF WORK.
E
PRIME CONTRACTOR: DATE REQUESTED:
(MM/DD/YYYY)
PROJECT#: PR AMOUNT($):
(INCLUDING RETAINAGE)
PROJECT DESCRIPTION: RETAINAGE($):
(RETAINAGE)
PAY REQUEST(PR)#: PR SUBTOTAL($):
(AMOUNT LESS RETAINAGE)
DATE APPROVED(BY ENGINEER):
(MM/DD/YYYY)
I
SUBCONTRACTOR PAYMENT REQUEST(SUB PR)TRACKING
SUBCONTRACTOR PRIME PR#: PRIME PR#: PRIME PR#: >'
NAME(DBE&NON- "�
DBE)
r
SUB PR# SUB PR# SUB PR#
N
CD
SUB PR DATE SUB PR DATE SUB PR DATE
SUB PR SUB PR SUB PR
AMOUNT($) AMOUNT($) AMOUNT($)
RETAINAGE($) RETAINAGE($) RETAINAGE($)
SUB PR# SUB PR# SUB PR#
SUB PR DATE SUB PR DATE SUB PR DATE
SUB PR SUB PR SUB PR
AMOUNT($) AMOUNT($) AMOUNT($)
RETAINAGE($) RETAINAGE($) RETAINAGE($)
SUB PR# SUB PR# SUB PR#
SUB PR DATE SUB PR DATE SUB PR DATE
SUB PR SUB PR SUB PR
AMOUNT($) AMOUNT($) AMOUNT($)
RETAINAGE($) RETAINAGE($) RETAINAGE($)
PRIME PAYMENTS RECEIVED BY COUNTY(COUNTY PAY)
PRIME PAY REQUEST(PR)# COUNTY PAY# DATE RECEIVED AMOUNT($) 30-DAY PAY DATE
GENERAL PROVISIONS III-109
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FORM D (CONTINUED)
DOCUMENTATION OF 30-DAY SUBCONTRACTOR PROMPT PAYMENT FORM
0
DISADVANTAGED BUSINESS ENTERPRISE(DBE)PARTICIPATION
E
SUBCONTRACTOR 30-DAY PROMPT PAYMENT-PAID BY PRIME(PBP)TRACKING F®
COUNTY PAY#: COUNTY PAY#: COUNTY PAY#:
SUBCONTRACTOR PRIME PR#: PRIME PR#: PRIME PR#:
NAME(DBE&
NON-DBE)
0
SUB PR# SUB PR# SUB PR#
PBP DATE PBP DATE PBP DATE
I
PBP AMOUNT($) PBP AMOUNT($) PBP AMOUNT($)
PBP RETAINAGE($) PBP RETAINAGE($) PBP RETAINAGE($)
r
SUB PR# SUB PR# SUB PR# r
r
PBP DATE PBP DATE PBP DATE CD
N
PBP AMOUNT($) PBP AMOUNT($) PBP AMOUNT($)
PBP RETAINAGE($) PBP RETAINAGE($) PBP RETAINAGE($) r
SUB PR# SUB PR# SUB PR#
6
PBP DATE PBP DATE PBP DATE
PBP AMOUNT($) PBP AMOUNT($) PBP AMOUNT($)
PBP RETAINAGE($) PBP RETAINAGE($) PBP RETAINAGE($)
E
GENERAL PROVISIONS III-110
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ATTACHMENT 7
FORM E
DBE EXPENDITURE REPORT FORM
0
DISADVANTAGED BUSINESS ENTERPRISE(DBE)PARTICIPATION
THIS FORM MUST BE COMPLETED IN FULL AND SUBMITTED BY THE PRIME CONTRACTOR FOR EACH DBE FIRM USED,
WITH EACH PAY REQUEST MADE BY THE PRIME CONTRACTOR
PROJECT NAME:
AIRPORT NAME:
AIP PROJECT NUMBER:
PRIME CONTRACTOR:
ADDRESS:
0
DBE CONTRACTOR:
ADDRESS:
I
h
PRIME CONTRACTOR PAY REQUEST NUMBER:
TOTAL ESTIMATED DBE CONTRACT PARTICIPATION FOR THIS DBE CONTRACTOR:$
r
PERCENTAGE OF TOTAL CONTRACT: % r
r
N
CD
CONTRACT DESCRIPTION OF WORK PERFORMED BY DBE CONTRACTOR ITEM UNIT ITEM
ITEM NO. QUANTITY PRICE AMOUNT
FL
0
0
0
E
(Attach pages as needed to detail work performed)
TOTAL AMOUNT REQUESTED BY DBE THIS INVOICE(ADD ITEM AMOUNTS): $
TOTAL AMOUNT PREVIOUSLY REQUESTED BY DBE(FROM PRIOR PAY REQUEST): $
TOTAL AMOUNT REQUESTED BY DBE TO DATE: $
GENERAL PROVISIONS III-111
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FORM E (CONTINUED)
DBE EXPENDITURE REPORT FORM
0
DISADVANTAGED BUSINESS ENTERPRISE(DBE)PARTICIPATION
The undersigned certifies that the DBE Contractor has successfully completed the above-referenced work
associated with this project and further assures that said DBE Contractor will be paid in full for the amount
indicated above for said services. F®
Name of Prime Contractor
Signature of Prime Contractor Date
0
Print Name and Title
I
h
DBE Contractor's Certification Information:
Name of Florida UCP Agency where DBE Contractor Certified: r
r
r
N
CD
Name of DBE Contractor
Signature of DBE Contractor Date r
Print Name and Title
NOTES:
1. THIS FORM IS DUE WITH EACH PAY REQUEST
2. DISTRIBUTION:ORIGINAL AND ONE COPY TO ENGINEER/ARCHITECT/RPR
E
GENERAL PROVISIONS III-112
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ATTACHMENT 8
FORM F
FINAL REPORT—UTILIZATION OF DBEs
0
DISADVANTAGED BUSINESS ENTERPRISE(DBE)PARTICIPATION
THIS FORM MUST BE FULLY COMPLETED FOR EACH DBE CONTRACTOR/SUBCONTRACTOR THAT PARTICIPATED IN THE
CONTRACT AND SUBMITTED WITH FINAL PAY REQUEST FOR THE PRIME CONTRACTOR w
PROJECT NAME:
AIRPORT NAME:
AIP PROJECT NUMBER:
PRIME CONTRACTOR:
0
ADDRESS:
CONTACT NAME:
TEL/FAX/EMAIL: I
DBE GOAL FOR PROJECT: % >-
(FROM BID DOCUMENTS) „i
IDENTIFICATION OF ACTUAL DBE PERFORMANCE
(PROVIDE FOR EACH DBE FIRM THAT PARTICIPATED IN CONTRACT): r
cV
1. NAME OF DBE FIRM: CD
cV
ACTUAL PARTICIPATION:$
ACTUAL PERCENTAGE OF TOTAL PROJECT:
FL
OVERVIEW OF WORK PERFORMED: r
0
2. NAME OF DBE FIRM:
ACTUAL PARTICIPATION:$
ACTUAL PERCENTAGE OF TOTAL PROJECT:
OVERVIEW OF WORK PERFORMED:
E
w
3. NAME OF DBE FIRM: I®
ACTUAL PARTICIPATION:$
ACTUAL PERCENTAGE OF TOTAL PROJECT:
OVERVIEW OF WORK PERFORMED:
GENERAL PROVISIONS III-113
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FORM F (CONTINUED)
FINAL REPORT—UTILIZATION OF DBEs
DISADVANTAGED BUSINESS ENTERPRISE(DBE)PARTICIPATION
0
4. NAME OF DBE FIRM:
ACTUAL PARTICIPATION:$
ACTUAL PERCENTAGE OF TOTAL PROJECT: %
OVERVIEW OF WORK PERFORMED:
SUMMARY OF ACTUAL DBE UTILIZATION FOR PROJECT:
ACTUAL PARTICIPATION:$
ACTUAL PERCENTAGE OF TOTAL PROJECT: % cB
PROVIDE EXPLANATION OF ANY DIFFERENCES FROM BID/PROPOSED DBE UTILIZATION: I
r
(ATTACH ADDITIONAL SHEETS AS NEEDED)
CD
CD
The undersigned certifies this Final Report on the Utilization of Disadvantaged Business Enterprises for this project.
FL
Name of Prime Contractor
0
Signature of Prime Contractor Date
Print Name and Title
0
NOTES:
1. THIS FORM IS DUE WITH FINAL PAY REQUEST FOR PRIME CONTRACTOR _
2. DISTRIBUTION:ORIGINAL AND ONE COPY TO ENGINEER/ARCHITECT
3. THE DBEs SHOWN ON THIS FORM SHOULD BE THE SAME AS THOSE ORIGINALLY LISTED UNLESS AN AUTHORIZED
SUBSTITUTION WAS ALLOWED OR THE CONTRACTOR USED MORE DBEs AND ADDITIONAL DBEs WERE ADDED.
4. THE ACTUAL DOLLAR AMOUNT SHOULD REFLECT ANY CHANGES MADE(ADDED OR REDUCED)IN WORK PERFORMED
BY THE DBE.
5. THE CONTRACTOR SHOULD EXPLAIN IN WRITING WHY THE NAMES OF THE SUBCONTRACTORS,THE WORK ITEMS OR
DOLLAR FIGURES ARE DIFFERENT FROM WHAT WAS ORIGINALLY SHOWN ON THE DBE BIDDER INFORMATION
SUBMITTED WITH THE PRIME CONTRACTOR'S INITIAL/ORIGINAL BID TO MONROE COUNTY AND/OR THE COMPLETED
"PROPOSED DBE UTILIZATION FORM"AND"DBE IDENTIFICATION FORM."
6. ANY WRITTEN EXPLANATION SHOULD BE ATTACHED TO THIS FORM PRIOR TO SUBMITTAL.
GENERAL PROVISIONS III-114
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SECTION 160
CONSTRUCTION CONTRACT CLAUSES
0
AIRPORT IMPROVEMENT PROGRAM
E
160-01 LABOR PROVISIONS
1. Each Sponsor entering into a Construction Contract over Two Thousand
Dollars ($2,000.00) for an Airport Development project is required to insert in
the Contract the following provisions from 29CFR 5.5. Each Contractor is to
include these provisions in each Construction Subcontract.
a. Minimum Wages
(1) All laborers and mechanics employed or working upon the site of the
work will be paid unconditionally and not less often than once a week, i
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
co
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 E
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 E
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 E
conformed under a.(2) of this Section) and the Davis-Bacon poster (WH-
1321) shall be posted at all times by the Contractor and its subcontractors
at the site of the Work in a prominent and accessible place where it can
easily be seen by the workers.
GENERAL PROVISIONS III-115
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(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 c
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; e®
and ,
(C) The proposed wage rate, including any bona fide fringe benefits,
bears a reasonable relationship to the wage rates contained in the
wage determination.
(ii) If the Contractor and the laborers and mechanics to be employed in the
classification (if known), or their representatives, and the Contracting Officer
agree on the classification and wage rate (including the amount designated for i
fringe benefits where appropriate), a report of the action taken shall be
sent by the Contracting Officer to the Administrator of the Wage andHour
Division, Employment Standards Administration, U.S. >'
Department of Labor, Washington, D.C. 20210. The Administrator, or an `"
co
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) `V
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 c
within the thirty (30) day period that additional time is necessary.
(Approved by the Office of Management and Budget under OMB control number
1215-0140.)
(iv)The wage rate (including fringe benefits where appropriate)
determined pursuant to subparagraphs (2)(ii) or (iii) of this paragraph, shall
be paid to all workers performing work in the classification under this
Contract from the first day on which work is performed in the classification.
(3) Whenever the minimum wage rate prescribed in the Contract for a class of
laborers or mechanics includes a fringe benefitwhich is not expressed as an
hourly rate, the Contractor shall either pay the benefit as stated
in the wage determination or shall pay another bona fide fringe benefit or an
GENERAL PROVISIONS III-116
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hourly cash equivalent thereof.
(4) If the Contractor does not make payments to a trustee or other third
person, the Contractor may consider as part of the wages of any laborer
or mechanic the amount of any costs reasonably anticipated in providing
bona fide fringe benefits under a plan or program, Provided, that the -
Secretary of Labor has found, upon the written request of the Contractor, that
the applicable standards of the Davis-Bacon Act have been met. The Secretary
of Labor may require the Contractor to set aside in a separate account assets
forthe meeting of obligations under the Plan or Program. (Approved
by the Office of Management and Budget under OMB control number 1215-
0140.)
b. Withholding. The Federal Aviation Administration (FAA) shall upon its own action
or upon written request of an authorized representative of the Department of Labor withhold or
cause to be withheld from the Contractor under this Contract or any other Federal Contract with
the same prime contractor, or any other federally-assisted contract subject to Davis-Bacon i
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 `✓
co
to pay any laborer or mechanic, including any apprentice, trainee or helper, employed or
working on the site of work, all or part of the wages required by the Contract, the FAA
may, after written notice to the Contractor, Sponsor, Applicant, or Owner, take such action
as may be necessary to cause the suspension of any further payment, advance, or
guarantee of funds until such violations have ceased.
c. Payrolls and Basic Records.
(1) Payrolls and Basic Records relating thereto shall be maintained by the
Contractor during the course of the Work and preserved for a period of three (3) years
thereafterfor all laborers and mechanics working at the site of the Work. Such records
shall contain the name, address, and social security number of each such worker, his or her
correct classification hourly rates of wages paid (including rates of contributions or costs
anticipated for bona fide fringe benefits or cash equivalents thereof of the types described
in section 1(b)(2)(B) of the Davis-Bacon Act), daily and weekly number of hours worked,
deductions made and actual wages paid. Whenever the Secretary of Labor has found
under a(4) of this clause that the wages of any laborer or mechanic include the
amount of any costs reasonably anticipated in providing benefits under a plan or
program described in section 1(b)(2)(B) of the Davis-Bacon Act, the Contractor shall
maintain records which show that the commitment to provide such benefits is
enforceable, that the Plan or Program is financially responsible, and that the
Plan or Program has been communicated in writing to the laborers or mechanics
affected, and records which show the costs anticipated or the actual costs incurred in
providing such benefits. Contractors employing apprentices or trainees under
approved programs shall maintain written evidence of the registration of apprenticeship
programs and certification of trainee programs, the registration of the apprentices and
trainees, and the ratios and wage rates prescribed in the applicable programs.
GENERAL PROVISIONS III-117
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(Approved by the Office of Management and Budget under OMB control number
1215-0140 and 1215-0017.)
(2) (i) The Contractor shall submit weekly, for each week in which any contractwork is
performed, a copy of all payrolls to the Applicant, Sponsor, or Owner, as the case may
be, for transmission to the FAA. The payrolls submitted shall set out
accurately and completely all of the information required to be maintained under E
paragraph c(1) above. This information may be submitted in any form desired.
Optional Form WH-347 is available for this purpose and may be purchased from the
Superintendent of Documents (Federal Stock Number 029-005-00014- 1), U.S.
Government Printing Office, Washington, D.C. 20402. The prime Contractor is
responsible for the submission of copies of payrolls by all subcontractors.
(Approved by the Office of Management and Budget under OMB control number
1215-0149.)
0
(ii) Each payroll submitted shall be accompanied by a "Statement of Compliance,"
signed by the Contractor or subcontractor or his or her agent who pays or supervises i
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 co
W
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
full weekly wages earned, without rebate, either directly or indirectly and that
no deductions have been made either directly or indirectly from the full wages
earned, other than permissible deductions as set forth in Regulations 29 CFR
Part 3;
(C) That each laborer or mechanic has been paid not less than the applicable wage
rates and fringe benefits or cash equivalents for the classification of work
performed, as specified in the applicable wage determination incorporated into the
Contract.
c
(iii)The weekly submission of a properly executed certification set forth on the reverse c
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.
E
(iv)The falsification of any of the above certifications may subject the Contractor or r
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 E
c.(1) of this section available for inspection, copying or transcription by
authorized representatives of the FAA or the Department of Labor, and shall permit
such representatives to interview employees during working hours on the job. If
the Contractor or subcontractor fails to submit the required records or to make them
available, the Federal agency may, after written notice to the Contractor, sponsor,
GENERAL PROVISIONS III-118
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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. c
d. Apprentices and Trainees
E
(1) Apprentices. Apprentices will be permitted to work at less than the
predetermined rate for the Work they performed when they are employed e®
pursuant to and individually registered in a bona fide apprenticeship program ,
registered with the U.S. Department of Labor, Employment and Training
Administration, Bureau of Apprenticeship and Training, or with a State
Apprenticeship Agency recognized by the bureau, or if a person is employed in his or
herfirst ninety (90) days of probationary employment as an apprentice in such
as apprenticeship program, who is not individually registered in the program, but
who has been certified by the Bureau of Apprenticeship and Training or a State
Apprenticeship Agency (where appropriate) to be eligible for probationary
employment as an apprentice. The allowable ratio of apprentices to journeymen on the i
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. co
�-
Any worker listed on a payroll at an apprentice wage rate, who is not registered
or otherwise employed as stated above, shall be paid not less than the applicable
wage rate on the wage determination for the classification of work actually
performed. In addition, any apprentice performing work on the job site in excess of the
ratio permitted under the registered program shall be paid not less than the
applicable wage rate on the wage determination for the work actually performed.
Where a Contractor is performing construction on a project in a locality other than
that in which its program is registered, the ratios and wage rates (expressed
in percentages of the journeyman's hourly rate) specified in the Contractor's or
subcontractor's registered program shall be observed. Every apprentice must be paid
at not less than the rate specified in the registered program for the apprentice's
level of progress, expressed as a percentage of the journeymen hourly rate
specified in the applicable wage determination. Apprentices shall be paid fringe
benefits in accordance with the provisions of the apprenticeship program. If the c
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 e®
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 E
performed until an acceptable program is approved.
(2) Trainees. Except as provided in 29 CFR 5.16, trainees will not be permitted
to work at less than the predetermined rate for the Work performed unless they are
employed pursuant to and individually registered in a program which has
GENERAL PROVISIONS III-119
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received prior approval, evidenced by formal certification by the U.S. Department of
Labor, Employment and Training Administration. The ratio of trainees to journeymen
on the job site shall not be greater that permitted under the Plan approved by the
Employment and Training Administration. Every trainee must be paid at not less than the c
rate specified in the approved program for the trainee's level of progress, expressed as
a percentage of the journeyman hourly rate specified in the applicable wage
determination. Trainees shall be paid fringe benefits in accordance with the
provisions of the trainee program. If the trainee program does not mention fringe
benefits, trainees shall be paid the full amount of fringe benefits listed in the wage
determination unless the Administrator of the Wage and Hour Division determines
that there is an apprenticeship program associated with the corresponding
journeyman wage rate on the wage determination which provides for less than full
fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate
that is not registered and participating in a training plan approved by the
Employment and Training Administration shall be paid not less than the applicable wage
rate on the wage determination for the classification of work actually performed. In
addition, any trainee performing work on the job site in excess of the ratio permitted
under the registered program shall be paid not less than the applicable i
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 acceptableco
program is approved.
N
(3) During the performance of this Agreement, the CONTRACTOR, in
accordance with Equal Employment Opportunity (30 Fed. Reg. 12319,
12935, 3 C.F.R. Part, 1964-1965 Comp., p. 339), as amended by
Executive Order 11375, Amending Executive Order 11246 Relating to
Equal Employment Opportunity, and implementing regulations at E
41C.F.R. Part 60 (Office of Federal Contract Compliance Programs,
Equal Employment Opportunity, Department of Labor). See 2 C.F.R.
Part 200, Appendix II, ¶ C, agrees as follows:
a) The contractor will not discriminate against any employee or
applicant for employment because of race, color, religion,
sex, sexual orientation, gender identity, or national origin.
The contractor will take affirmative action to ensure that
applicants are employed, and that employees are treated E
during employment, without regard to their race, color,
religion, sex, sexual orientation, gender identity, or national
origin. Such action shall include, but not be limited to the
following: Employment, upgrading, demotion, or transfer,
recruitment or recruitment advertising; layoff or termination;
rates of pay or other forms of compensation; and selection
for training, including apprenticeship. The contractor agrees
to post in conspicuous places, available to employees and
applicants for employment, notices to be provided by the
contracting officer setting forth the provisions of this
nondiscrimination clause.
GENERAL PROVISIONS III-120
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b) The contractor will, in all solicitations or advertisements for
employees placed by or on behalf of the contractor, state that
all qualified applicants will receive consideration for c
employment without regard to race, color, religion, sex,
sexual orientation, gender identity, or national origin.
E
c) The contractor will not discharge or in any other manner
discriminate against any employee or applicant for
employment because such employee or applicant has
inquired about, discussed, or disclosed the compensation of
the employee or applicant or another employee or applicant.
This provision shall not apply to instances in which an
employee who has access to the compensation information
of other employees or applicants as a part of such employee's
essential job functions discloses the compensation of such
other employees or applicants to individuals who do not
otherwise have access to such information, unless such i
disclosure is in response to a formal complaint or charge, in
furtherance of an investigation, proceeding, hearing, or >-
action, including an investigation conducted by the employer,
or is consistent with the contractor's legal duty to furnishco
information.
cv
d) The contractor will send to each labor union or representative
of workers with which it has a collective bargaining
agreement or other contract or understanding, a notice to be
provided by the agency contracting officer, advising the labor
union or workers' representative of the contractor's E
commitments under section 202 of Executive Order 11246 of
September 24, 1965, and shall post copies of the notice in c
conspicuous places available to employees and applicants
for employment.
e) The contractor will comply with all provisions of Executive
Order 11246 of September 24, 1965, and of the rules,
regulations, and relevant orders of the Secretary of Labor.
E
f) The contractor will furnish all information and reports
required by Executive Order 11246 of September 24, 1965,
and by the rules, regulations, and orders of the Secretary of
Labor, or pursuant thereto, and will permit access to his
books, records, and accounts by the contracting agency and
the Secretary of Labor for purposes of investigation to
ascertain compliance with such rules, regulations, and
orders.
g) In the event of the contractor's non-compliance with the
nondiscrimination clauses of this contract or with any of such
GENERAL PROVISIONS III-121
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rules, regulations, or orders, this contract may be canceled,
terminated or suspended in whole or in part and the
contractor may be declared ineligible for further Government
contracts in accordance with procedures authorized in c
Executive Order 11246 of September 24, 1965, and such
other sanctions may be imposed and remedies invoked as
provided in Executive Order 11246 of September 24, 1965,
or by rule, regulation, or order of the Secretary of Labor, or
as otherwise provided by law.
Compliance with Copeland Act Requirements. The Contractor shall comply with the
requirements of 29 CFR Part 3, which are incorporated by reference in this Contract.
e. Subcontracts. The Contractor or Subcontractor shall insert in any subcontracts the
clauses contained in paragraphs a through j of this Contract and such other clauses as
the FAA may by appropriate instructions require, and also a clause requiring the
subcontractors to include these clauses in any lower tier subcontracts. The prime i
contractor shall be responsible for the compliance by any subcontractor or
lower tier subcontractor with all the Contract clauses in 29 CFR 5.5.
f. Contract Termination: Debarment. A breach of the Contract clauses in 29co
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.
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g. Davis-Bacon Act, as amended (40 U.S.C. §§3141-3148). When required by Federal
program legislation, which includes emergency Management Preparedness Grant
Program, Homeland Security Grant Program, Nonprofit Security Grant Program, Tribal
Homeland Security Grant Program, Port Security Grant Program and Transit Security
Grant Program, all prime construction contracts in excess of $2,000 awarded by non-
Federal entities must comply with the Davis-Bacon Act (40 U.S.C. §§3141-3144, and
§§3146-3148) as supplemented by Department of Labor regulations (29 CFR Part 5,
"Labor Standards Provisions Applicable to Contracts Covering Federally Financed and
Assisted Construction"). In accordance with the statute, contractors must be required to
pay wages to laborers and mechanics at a rate not less than the prevailing wages
specified in a wage determination made by the Secretary of Labor. In addition, c
contractors must be required to pay wages not less than once a week. If applicable, the
COUNTY must place a current prevailing wage determination issued by the Department
of Labor in each solicitation. The decision to award a contract or subcontract must be
conditioned upon the acceptance of the wage determination. The COUNTY must report
all suspected or reported violations to the Federal awarding agency. When required by
Federal program legislation, which includes emergency Management Preparedness
Grant Program, Homeland Security Grant Program, Nonprofit Security Grant Program,
Tribal Homeland Security Grant Program, Port Security Grant Program and Transit
Security Grant Program (it does not apply to other FEMA grant and cooperative
agreement programs, including the Public Assistance Program), the contractors must
also comply with the Copeland "Anti-Kickback"Act(40 U.S.C. § 3145), as supplemented
by Department of Labor regulations (29 CFR Part 3, "Contractors and Subcontractors on
Public Building or Public Work Financed in Whole or in Part by Loans or Grants from the
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United States"). As required by the Act, each contractor or subrecipient is prohibited from
inducing, by any means, any person employed in the construction, completion, or repair
of public work, to give up any part of the compensation to which he or she is otherwise
entitled. The COUNTY must report all suspected or reported violations to the Federal c
awarding agency.
(1) Contractor. The contractor shall comply with 18 U.S.C. § 874, 40 U.S.C. § 3145,
and the requirements of 29 C.F.R. pt. 3 as may be applicable, which are
incorporated by reference into this contract.
(2) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the
clause above and such other clauses as the FEMA may by appropriate
instructions require, and also a clause requiring the subcontractors to include
these clauses in any lower tier subcontracts. The prime contractor shall be
responsible for the compliance by any subcontractor or lower tier subcontractor
with all of these contract clauses.
(3) Breach. A breach of the contract clauses above may be grounds for termination of i
the contract, and for debarment as a contractor and subcontractor as provided in
29 C.F.R. § 5.12.1. co
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h. Disputes Concerning Labor Standards. Disputes arising out of the labor
standards provisions of this Contract shall not be subject to the general disputes clause
of this Contract. Such disputes shall be resolved in accordance with the procedures of
the Department of Labor set forth in 29 CFR Parts 5, 6 and 7. Disputes within the
meaning of this clause include disputes between the Contractor (or any of its
subcontractors) and the contracting agency, the U.S. Department of Labor, or the
employees of their representatives.
j. 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 3(a)
of the Davis-Bacon Act or 29 CFR 5.12(a) (1). c
(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
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watchmen and guards.
a. Overtime Requirements. No Contractor or subcontractor
contracting for any part of the contract work which may require or involve c
the employment of laborers or mechanics shall require or permit any
such laborer or mechanic in any work week in which he or she is
employed on such work to work in excess of forty (40) hours in such
workweek unless such laborer or mechanic receives compensation at
a rate not less than one and one-half (1%) times the basic rate of
pay for all hours worked in excess of forty (40) hours in such work
week.
b. Violation; Liability for Unpaid Wages; Liquidated Damages. In the
event of any violation of the clause set forth in paragraph a. above,
the Contractor or any subcontractor responsible therefore shall be
liable for the unpaid wages. In addition, such Contractor and
subcontractor shall be liable to the United States (in the case of work i
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
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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 c
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
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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 c
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.
160-02 EQUAL EMPLOYMENT OPPORTUNITY REQUIREMENTS i
A. Standard Federal Equal Employment Opportunity Construction Contract Specifications
(Executive Order 11246, as amended). co
1. As used in these Specifications:
a. "Covered area" means the geographical area described in the
solicitation from which this Contract resulted;
b. "Director" means Director, Office of Federal Contract Compliance
Programs (OFCCP), U.S. Department of Labor, or any person of whom
the Director delegates authority;
C. "Employer Identification Number" means the Federal Social
Security number used on the Employer's Quarterly Federal Tax
Return, U.S. Treasury Department Form 941;
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d. "Minority" includes:
1) Black (all persons having origins in any of the black African
racial groups not of Hispanic origin);
2) Hispanic (all persons of Mexican, Puerto Rican, Cuban,
Central or South American or other Spanish culture or origin
regardless of race);
3) Asian and Pacific Islander (all persons having origins in any of
the original peoples of the Far East, Southeast, Asia, the Indian
Subcontinent, or the Pacific Islands); and
4) American Indian or Alaskan native (all persons having
origins in any of the original peoples of North America and
maintaining identifiable tribal affiliations through membership
and participation or community identification).
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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 c
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 i
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 `"
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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 c
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
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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. c
7. The Contractor shall take specific affirmative actions to ensure EEO. The
evaluation of the Contractor's compliance with these Specifications shall be
based upon its effort to achieve maximum results from its actions. The
Contractor shall document these efforts fully and shall implement
affirmative action steps at least as extensive as the following:
a. Ensure and maintain a working environment free of harassment,
intimidation, and coercion at all sites, and in all facilities at which the
Contractor's employees are assigned to work. The Contractor, where
possible, will assign two or more women to each
construction project. The Contractor shall specifically ensure that all
foremen, superintendents, and other onsite supervisory i
personnel are aware of and carry out the Contractor's obligation to
maintain such a working environment, with specific attention to
minority or female individuals working at such sites or in such
facilities. co
b. Establish and maintain a current list of minority and female
recruitment sources, provide written notification to minority and
female recruitment sources and to community organizations when the
Contractor or its unions have employment opportunities
available, and maintain a record of the organization's responses.
C. Maintain a current file of the names, addresses and telephone
numbers of each minority and female off-the-street applicant and c
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
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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. c
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 i
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 co
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.
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k. Validate all tests and other selection requirements where there is an
obligation to do so under 41 CFR Part 60-3.
c
I. Conduct, at least annually, an inventory and evaluation, at least of all c
minority and female personnel, for promotional opportunities and
encourage these employees to seek or to prepare for, through
appropriate training, etc., such opportunities.
m. Ensure that seniority practices, job classifications, work
assignments, and other personnel practices do not have a
discriminatory effect by continually monitoring all personnel and
employment related activities to ensure that the EEO policy and the
Contractor's obligations under these Specifications are being
carried out.
0
n. Ensure that all facilities and company activities are nonsegregated
except that separate or single-user toilet and necessary changing i
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 co
T_
suppliers, including circulation of solicitations to minority and female
contractor associations and other business associations.
cv
P. Conduct a review, at least annually, of all supervisors, adherence to and
performance under the Contractor's EEO policies and
affirmative action obligations.
8. Contractors are encouraged to participate in voluntary associations which E
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 these Specifications provided that the
Contractor actively participates in the group, makes every effort to assure that
the group has a positive impact on the employment of minorities and women in
the industry, ensures that the concrete benefits of the program are reflected
in the Contractor's minority and female work force participation, E
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
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substantially disparate manner (for example, even though the Contractor has
achieved its goals for women generally, the Contractor may be in violation of
the executive order if a specific minority group of women is under utilized).
0
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
0
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 i
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 co
W
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 c
carried out, to submit reports relating to the provisions hereof as may be
required by the government, and to keep records. Records shall at least
include for each employee, the name, address, telephone number, construction
trade, union affiliation, if any, employee identification number when assigned,
social security number, race, sex, status (e.g., mechanic, apprentice, trainee,
helper, or laborer), dates of changes in status, hours worked per week in the _
indicated trade, rate of pay, and locations at which the work was performed.
Records shall be maintained in an easily understandable and retrievable form;
however, to the 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).
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B. Contractor Contractual Requirements. During the performance of this
Contract, the Contractor, for itself, its assignees and successors in interest(hereinafter
referred to as the "Contractor") agrees as follows:
0
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, i
including employment practices when the Contract covers a program set forth
in Appendix 3 of the regulations.
3. SOLICITATIONS FOR SUBCONTRACTS, INCLUDING PROCUREMENT OF co
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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 c
information and reports required by the Regulations or Directives issued
pursuant thereto and shall permit access to its books, records, accounts, other
sources of information, and its facilities as may be determined by the Sponsor
or the FAA to be pertinent to ascertain compliance with such regulations, orders,
0
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
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b. Cancellation, termination, or suspension of the Contract, in whole or
in part.
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6. INCORPORATION OF PROVISIONS. The Contractor shall include the c
provisions of Paragraphs 1. through 5. in every subcontract, including
procurements of materials and leases of equipment, unless exempt by the -
Regulations or directives issued pursuant thereto. The Contractor shall take
such action with respect to any subcontract or procurement as the Sponsor or
the FAA may direct as a means of enforcing such provisions including
sanctions for noncompliance. Provided, however, that in the event a
Contractor becomes involved in, or is threatened with, litigation with a
subcontractor or supplier as a result of such direction, the Contractor
may request the Sponsor to enter into such litigation to protect the interests of
the Sponsor and, in addition, the Contractor may request the United States to
enter into such litigation to protect the interests of the United States.
C. Equal Employment Opportunity Clause. During the performance of this
Contract the Contractor agrees as follows:
1. The Contractor will not discriminate against any employee or applicant for >'
employment because of race, color, religion, sex, or national origin. The
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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. c
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
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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 c
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.
i
7. The Contractor will include the portion of the sentence immediately
preceding paragraph 1. and the provisions of Paragraph 1. through 7. in every
subcontract or purchase order unless exempted by rules,
regulations, or orders of the Secretary of Labor issued pursuant to Section 204 co
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.
D. Notice to be Posted. The "Equal Employment Opportunity is the Law" poster is to be
posted by the Contractor in a conspicuous place available to employees and
applicants for employment as required by paragraphs 1. and 3. of the EEO clause.
Copies of this poster will be furnished to contractors at the Pre-Construction c
Conference.
A. Notice of Requirement for Affirmative Action to Ensure Equal
Employment Opportunity (Executive Order 11246, as Amended).
1 . The Offerer's or Bidder's attention is called to the "Equal Opportunity
Clause" and the "Standard Federal Equal Employment Opportunity
Construction Contract Specifications" set forth herein.
2. The goals and timetables for minority and female participation, expressed in
percentage terms for the Contractor's aggregate work force in each trade
on all construction work in the covered area are as follows:
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TIMETABLES:
Goals for minority participation for each trade 30.4 %
Goals for Female participation in each trade 6.9 %
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These goals are applicable to all the Contractor's construction work
(whether or not it is Federal or Federally assisted) performed in the
covered area. If the Contractor performs construction work in a
geographical area located outside of the covered area, it shall apply the goals
established for such geographical area where the work is actually performed.
With regard to this second area, the Contractor also is subject to the goals for
both its Federally involved and non-federally involved construction.
The Contractor's compliance with the executive order and the regulations in
41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity
Clause, specifications set forth in 41 CFR 60-40.3(a), and its efforts to meet c
the goals. The hours of minority and female employment and training must
be substantially uniform throughout the length of the Contract, and in each
trade, and the Contractor shall make a good faith effort to employ minority and i
women evenly on each of its projects. The transfer of minority or female
employees or trainees from contractor to contractor or from female >-
employees or trainees from contractor to contractor or from project to
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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
ten (10) working days of award of any construction subcontract in excess of
$10,000 (Ten Thousand Dollars) at any tier of construction subcontract in
excess of $10,000 (Ten Thousand Dollars) at any tier of construction work
under the Contract resulting from this solicitation. The notification shall list
the name, address, telephone number of the subcontractor; employer
identification number of the subcontractor, estimated dollar amount of
the subcontracts; estimated starting and completion dates of the
subcontract; and the geographical area in which the subcontract is to be c
performed.
4. As used in this notice and in the Contract resulting from this solicitation, the
"covered area" is in Marathon, Monroe County, State of Florida.
F. Required Reports.
1. Monthly Employment Utilization Reports (SF 257). This Report is to be
prepared on Form CC 257 (Rev. 9-78) and sent to the Area Office,
Federal Contract Compliance Program (OFCCP) that serves the
geographical area in which this project is located. The Report is due by the
fifth day of each month after work has commenced. The Contractor will be
advised further regarding this Report including the address of the OFCCP
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Area Office, at the Pre-Construction Conference.
2. Annual EEO-1 Report. Contractors/subcontractors working on Federally-
assisted airport construction projects are required to file with the sponsor
annually, on or before March 31, complete and accurate reports on
Standard Form 100 (Employee Information Report, EEO-1). The first such -
report is required within thirty (30) days after award unless the
Contractor/subcontractor has submitted such a report within twelve (12) months
preceding the date of award (the FAA or Department of Labor, OFCCP can
designate other intervals). This form is normally furnished based on a
mailing list, but can be obtained from the Equal Employment Opportunity
Commission (EEOC) - Survey Division, 2401 E. St., NW, Washington, D.C.
20507 or by calling (703) 756-6020. This report is required if a
Contractor or subcontractor meets all of the following conditions:
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a. Nonexempt.Contractors/subcontractors are not exempt based on 41 CFR 60-
1.5, and
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b. Number of Employees. Has fifty (50) or more employees,
C. Contractor/Subcontractor. Is a prime contractor or first tier
subcontractor, and
d. Dollar Level. There is a contract, subcontract, or purchase order co
amounting to $50,000 (Fifty Thousand Dollars) 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. Some subcontractors below the first tierwho work
at the site are required to file if they meet the requirements
of 41 CFR 60-1.7.
3. Records. The FAA or Department of Labor OFCCP may require a
Contractor to keep employment or other records and to furnish, in the form
requested within reasonable limits, such information as necessary.
G. Requirement for Certification of Non-segregated Facilities.
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1. Notice to Prospective Federally Assisted Construction Contractors. c
a. Certification of Non-segregated Facilities must be submitted prior to the -
award of a federally assisted construction contract exceeding $10,000
(Ten Thousand Dollars) which is not exempt from the provisions of the
equal opportunity clause.
b. Contractors receiving federally assisted construction contract
awards exceeding $10,000 (Ten Thousand Dollars) which are not
exempt from the provisions of the Equal Opportunity Clause will be
required to provide for the forwarding of the following notice to
prospective subcontractors for supplies and construction contracts
where the subcontracts exceed $10,000 (Ten Thousand Dollars)
and are not exempt from the provisions of the Equal Opportunity Clause.
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2. Notice to Prospective Subcontractors of Requirement for Certification of
Non-segregated Facilities.
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a. A Certificate of Non-segregated Facilities must be submitted prior to c
the award of subcontract exceeding $10,000 (Ten Thousand
Dollars) which is not exempt from the provisions of the Equal
Opportunity Clause.
b. Contractors receiving federally assisted construction contract awards
exceeding $10,000 (Ten Thousand Dollars) which are not exempt from
the provisions of the equal opportunity clause will be required to provide
for the forwarding of the following notice to prospective subcontractors
for supplied and construction contracts where the subcontracts
exceed $10,000 (Ten Thousand Dollars) and are not exempt from
the provisions of the equal opportunity clause.
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NOTE TO THE CONTRACTOR: This Certification is not required here if completed,
signed and furnished to the Owner with the Proposal. i
Certification of Non-Segregated Facilities
The Construction Contractor certifies that he does not maintain or provide, for his co
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employees segregated facilities at any of his establishments and that he does not
permit his employees to perform their services at any location, under his control where
segregated facilities are maintained. The Construction Contractor further certifies that he
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 rooms, work areas, restrooms and
washrooms, restaurants and other eating areas, timeclocks, locker rooms and other
storage and dressing areas, parking lots, drinking fountains, recreation or entertainment
areas, transportation, and housing facilities provided for employees which are
segregated by explicit directives or are in fact segregated on the basis of race, color, religion,
or national origin because of habit, local customs, or any other reason. The Construction
Contractor agrees that (except where he has obtained identical certifications from
proposed subcontractors for specific time periods) he will obtain identical certifications
from proposed subcontractors prior to the award of subcontracts exceeding $10,000 (Ten
Thousand Dollars) which are not exempt from the provisions of the Equal Opportunity Clause
and that he will retain such certifications in his files.
Signature of Contractor Title
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160-03 MISCELLANEOUS CONTRACT PROVISIONS
1. Airport Improvement Program Project (AIP). The Work in this Contract
is included in AIP Project No. which is being c
undertaken and accomplished by the Owner in accordance with the terms and
conditions of a grant agreement between the Owner and the United States,
under the Airport and Airway Improvement Act of 1982 and Part 152 of the
Federal Aviation Regulations (14 CFR Part 152), pursuant to which the United
States has agreed to pay a certain percentage of the costs of the Project
that are determined to be allowable project costs underthatAct. 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.
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2. Consent to Assignment. The Contractor shall obtain the prior written consent
of the OWNER to any proposed assignment of any interest in or part of this i
Contract.
3. Veterans Preference. In the employment of labor (except in executive,
administrative, and supervisory positions), the Contractor shall give co
preference to veterans of the Vietnam era and disabled veterans as
defined in Section 515(c)(1) and (2) of the Airport and Airway
Improvement Act of 1982.
4. FAA Inspection and Review. The Contractor shall allow any authorized
representative of the FAA to inspect and review any work or materials
used in the performance of this Contract.
5. Foreign Trade Restrictions. The Contractor or subcontractors, by c
submission of an offer and/or execution of a Contract, certifies that it:
a. is not owned or controlled by one or more citizens or nationals of a
foreign country included in the list of countries that discriminates
against U.S. firms published by the Office of the United States
Trade Representative (USTR);
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b. has not knowingly entered into any Contract or subcontract for this
project with a Contractor that is a citizen or national of a foreign country
on said list, or is owned or controlled directly or indirectly by one or more
citizens or nationals of a foreign country on said list.
C. has not procured any product nor subcontracted for the supply of
any product for use on the Project that is produced in a foreign
country on said list.
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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 c
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 e®
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 i
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. co
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. -
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6. Subcontracts. The Contractor shall insure in each of his subcontracts the
provisions contained in Paragraphs A., C., and D. of this section and also a
clause requiring the subcontractors to include these provisions in any lower
tier subcontractors which they may enter into, together with a clause requiring
this insertion in any further subcontracts that may in turn be made.
7. Clean Air and Water Pollution Control Requirements for All
Construction Contracts and Subcontracts Exceeding $100,000 (One
Hundred Thousand Dollars).
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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 c
Protection Agency (EPA) List of Violating Facilities.
b. To comply with all the requirements of Section 114 of the Clean Air Act
and Section 308 of the Federal Water Pollution Control Act and all
regulations issued thereunder.
C. That as a condition for award of a Contract, they will notify the
awarding official of the receipt of any communication from the EPA
indicating that a facility to be utilized for performance of or benefit from
the Contract is under consideration to be listed on the EPA List of
Violating Facilities.
d. To include in any subcontract which exceeds $100,000 (One i
Hundred Thousand Dollars), the requirements of(a), (b), and (c) above.
STANDARD CLAUSE FOR SOLICITATIONS, CONTRACTS, AND SUBCONTRACTS
REQUIRED FOR 49 CFR PART 29 co
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8. Certification Regarding debarment, Suspension, ineligibility, and voluntary
Exclusion:
Debarment and Suspension (Executive Orders 12549 and 12689)—A contract
award (see 2 CFR 180.220) must not be made to parties listed on the
governmentwide exclusions in the System for Award Management (SAM), in
accordance with the OMB guidelines at 2 CFR 180 that implement Executive
Orders 12549 (3 CFR part 1986 Comp., p. 189) and 12689 (3 CFR part 1989
Comp., p. 235), "Debarment and Suspension." SAM Exclusions contains the
names of parties debarred, suspended, or otherwise excluded by agencies, as
well as parties declared ineligible under statutory or regulatory authority other
than Executive Order 12549.
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The Bidder/Offerer certifies, by submission of this proposal or acceptance of this
Contract, that neither it nor its principals is presently debarred, suspended,
proposed for debarment, declared ineligible, or voluntarily excluded from
participation in this transaction by any Federal department or agency. It further
agrees by submitting this proposal that it will include this clause without
modification in all lower tier transactions, solicitations, proposals, contracts and
subcontracts. Where the Bidder/Offer/Contractor or any lower tier participant is
unable to certify to this statement, it shall attach an explanation to this
solicitation/proposal.
9. Rights to Inventions Made Under a Contract or Agreement. If the Federal award
meets the definition of "funding agreement" under 37 CFR §401.2 (a) and the
recipient or subrecipient wishes to enter into a contract with a small business firm
GENERAL PROVISIONS III-139
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or nonprofit organization regarding the substitution of parties, assignment or
performance of experimental, developmental, or research work under that
"funding agreement," the recipient or subrecipient must comply with the
requirements of 37 CFR Part 401, "Rights to Inventions Made by Nonprofit c
Organizations and Small Business Firms Under Government Grants, Contracts
and Cooperative Agreements," and any implementing regulations issued by the
awarding agency.
10. Byrd Anti-Lobbying Amendment (31 U.S.C. 1352)—Contractors that apply or bid e®
for an award exceeding $100,000 must file the required certification. Each tier ,
certifies to the tier above that it will not and has not used Federal appropriated
funds to pay any person or organization for influencing or attempting to influence
an officer or employee of any agency, a member of Congress, officer or employee
of Congress, or an employee of a member of Congress in connection with
obtaining any Federal contract, grant or any other award covered by 31 U.S.C.
1352. Each tier must also disclose any lobbying with non-Federal funds that takes
place in connection with obtaining any Federal award. Such disclosures are
forwarded from tier to tier up to the non-Federal award. i
11. Compliance with Procurement of recovered materials as set forth in 2 CFR § >-
200.322. CONTRACTOR must comply with section 6002 of the Solid Waste
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disposal Act, as amended, by the Resource Conservation and Recovery Act. The
requirements of Section 6002 include procuring only items designated in
guidelines of the Environmental Protection Agency (EPA) at 40 CPR part 247
that contain the highest percentage of recovered materials practicable, consistent
with maintaining a satisfactory level of competition, where the purchase price of
the item exceeds $10,000 or the value of the quantity acquired during the
preceding fiscal year exceeded $10,000; procuring solid waste management
services in a manner that maximizes energy and resource recovery; and E
establishing an affirmative procurement program for procurement of recovered
materials identified in the EPA guidelines.
12. Right to Audit. Availability of Records. The records of the parties to this
Agreement relating to the Project, which shall include but not be limited to
accounting records (hard copy, as well as computer readable data if it can be c
made available; subcontract files (including proposals of successful and
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unsuccessful bidders, bid recaps, bidding instructions, bidders list, etc); original
estimates; estimating work sheets; correspondence; change order files (including E
documentation covering negotiated settlements); backcharge logs and e®
supporting documentation; general ledger entries detailing cash and trade
discounts earned, insurance rebates and dividends; any other supporting
evidence deemed necessary by Owner to substantiate charges related to this
agreement, and all other agreements, sources of information and matters that E
may in Owner's reasonable judgment have any bearing on or pertain to any
matters, rights, duties or obligations under or covered by any contract document
(all foregoing hereinafter referred to as "Records") shall be open to inspection
and subject to audit and/or reproduction by Owner's representative and/or agents
of Owner. Owner may also conduct verifications such as, but not limited to,
GENERAL PROVISIONS III-140
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counting employees at the job site, witnessing the distribution of payroll, verifying
payroll computations, overhead computations, observing vendor and supplier
payments, miscellaneous allocations, special charges, verifying information and
amounts through interviews and written confirmations with employees, c
Subcontractors, suppliers, and contractors' representatives. All records shall be
kept for seven (7) years after Final Completion.
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160-04 E-VERIFY
1. The Contractor shall utilize the U.S. Department of Homeland Security's E-Verify
system to verify the employment eligibility of all new employees hired by the
Contractor during the term of the Contract and shall expressly require any
subcontractors performing work or providing services pursuant to the Contract to
likewise utilize the U.S. Department of Homeland Security's E-Verify system to i
verify the employment eligibility of all new employees hired by the subcontractor
during the Contract term. CD
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SECTION 170
BUY AMERICAN PREFERENCES
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APPENDIX A Page 1
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BUY AMERICAN CERTIFICATE JAN (1991)
By submitting a bid/proposal under this solicitation, except for those items listed by the Offerer
below or on a separate and clearly identified attachment to this bid/proposal, the Offerer
certifies that steel and each manufactured product, is produced in the United States (as
defined in the clause Buy American - Steel and Manufactured Products or Buy American
— Steel and Manufactured Products for Construction Contracts) and that components of
unknown origin are considered to have been produced or manufactured outside the United
States. i
Offerers may obtain from (insert Sponsor Representative) lists of articles, materials, and >_
supplies excepted from this provision.
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PRODUCT COUNTRY OF ORIGIN
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APPENDIX A
Page 2
NOTICE TO BIDDERS
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BUY AMERICAN - STEEL AND MANUFACTURED c
PRODUCTS FOR CONSTRUCTION CONTRACTS (JAN 1991)
(a) The Aviation Safety and Capacity Expansion Act of 1990 provides that
preference be given to steel and manufactured products produced in the United States when
funds are expended pursuant to a grant issued under the Airport Improvement Program. The
following terms apply:
1. Steel and manufactured products. As used in this clause, steel and
manufactured products include (1) steel produced in the United States or (2) a
manufactured product produced in the United States, if the cost of its
components mined, produced or manufactured in the United States exceeds 60
percent of the cost of all its components and final assembly has taken place in the
United States. Components of foreign origin of the same class or kind as the products i
referred to in subparagraphs (b) (1) or (2) shall be treated as domestic.
2. Components. As used in this clause, components means those articles,
materials, and supplies incorporated directly into steel and manufactured co
products.
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3. Cost of components. This means the costs for production of the
components, exclusive of final assembly labor costs.
(b) The successful bidder will be required to assure that only domestic steel and
manufactured products will be used by the Contractor, subcontractors, materialmen, and
suppliers in the performance of this contract, except those-
(1 ) that the U.S. Department of Transportation has determined, under the
Aviation Safety and Capacity Expansion Act of 1990, are not produced in the
United States in sufficient and reasonably available quantities and of a
satisfactory quality;
(2) that the U.S. Department of Transportation has determined, under the
Aviation Safety and Capacity Expansion Act of 1990, that domestic preference would
be inconsistent with the public interest; or
(3) that inclusion of domestic material will increase the cost of the overall project
contract by more than 25 percent.
(End of Clause)
GENERAL PROVISIONS III-143
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Page 3
BUY AMERICAN - STEEL AND MANUFACTURED
PRODUCTS FOR CONSTRUCTION CONTRACTS (JAN 1991)
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(a) The Contractor agrees that, only domestic steel and manufactured products will be
used by the Contractor, subcontractors, materialmen, and suppliers in the performance of
this contract, as defined in (b) below.
(b) The following terms apply to this clause:
1. Steel and manufactured products. As used in this clause, steel and
manufactured products include (1) those produced in the United States or (2) a
manufactured product produced in the United States, if the cost of its
components mined, produced or manufactured in the United States exceeds 60
percent of the cost of all its components and final assembly has taken place in the
United States.
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2. Components. As used in this clause, components means those articles,
materials, and supplies incorporated directly into steel and manufactured >'
products.
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3. Cost of components. This means the costs for production of the
components, exclusive of final assembly labor costs.
(End of Clause)
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END OF SECTION 170
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DIVISION IV
SPECIAL PROVISIONS
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SP-1 PROJECT GENERAL REQUIREMENTS IV-5
SP-2 - NOTICE TO PROCEED, CONSTRUCTION
PHASING AND WORK SEQUENCING ............................................................................IV-25
SP-3 CONTRACT TIME AND LIQUIDATED DAMAGES IV-27
SP-4 - PROTECTION OF AIRPORT CABLES, CONTROLS, NAVAIDS
AND WEATHER BUREAU FACILITIES...........................................................................IV-29
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SP-5 - RESIDENT PROJECT REPRESENTATIVE.....................................................................IV-31
SP-6 - SAFETY AND SECURITY REQUIREMENTS...................................................................IV-33co
SP-7 LIST OF DRAWINGS IV-43
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SP-8 TEMPORARY FACILITIES IV-47 CD
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SP-9 - DEWATERING....................................................................................................................IV-53
SP-10 PRECEDENCE OF DOCUMENTS IV-55
SP-11 - FINAL PAY REQUESTS AND RELATED FORMS........................................................IV-57
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SP-12 STANDBY TIME IV-59
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SPECIAL PROVISIONS IV-3
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SPECIAL PROVISION NO . 1
PROJECT GENERAL REQUIREMENTS
1. WORK LOCATION. The work will be performed at Florida Keys Marathon
International Airport
2. SCOPE OF WORK The work includes the Terminal Re-Roof rehabilitation as detailed in
The construction documents.
3. WORK PHASING AND SEQUENCING. Work phasing and sequencing
requirements are stipulated in Special Provision No. 2 included hereinafter.
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4. TIME OF COMPLETION AND LIQUIDATED DAMAGES. Work included in this contract
shall be completed within one hundred eighty(180) calendar days from Notice to Proceed
Construction as stipulated in Special Provision Nos. 2 and 3. i
5. PLANS. The plans included in this contract are listed in Special Provision No. 7. co
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6. LOCATION OF EXISTING UNDERGROUND CABLES AND STRUCTURES. All existing
cables, light fixtures, signs and related structures are to be protected by the Contractor
in accordance with the provisions contained in Special Provision No. 4.
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7. PROTECTION OF EXISTING PAVEMENTS AND STRUCTURES. The _
Contractor shall be responsible for methods, means, materials and procedure
necessary to protect all existing facilities, property, asphalt and concrete
pavements, structures, equipment, and finishes from any and all damage
whatsoever arising from the execution or non-execution of the work of this
project.
The Contractor shall take all necessary precautions to protect asphalt and
concrete pavement surfaces when steel treaded equipment or vehicles are used.
Rubber tires or treads shall be used wherever possible.
All conflicts discovered between existing underground utilities or structures and new
structures and other foundation work shall be immediately brought to the attention of the
Engineer who will then issue directions regarding a solution to the conflict(s).
8. CONSTRUCTION LAYOUT AND STAKES. Contractor shall furnish all lines,
grades and measurements necessary for the proper prosecution and control of the
work and contracted for under these specifications.
The project layout surveying may be accomplished during daylight hours
provided the Contractor meets the following conditions:
A. The Contractor shall notify the Engineer and Airport Manager forty-eight (48)
SPECIAL PROVISIONS IV-5
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hours in advance with dates and times surveying will be started so a NOTAM
can be issued.
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B. No survey work shall be accomplished without the presence of the c
Engineer or his authorized representative.
9. VERIFICATION OF EXISTING CONDITIONS. Prior to bidding and commencing with
construction, the Contractor shall familiarize himself as to the existing conditions.
Should the Contractor discover any inaccuracies, errors or omissions between the e®
actual existing conditions and the Contract Documents, he shall within fifteen (15) ,
calendar days prior to Bid Opening, notify the Engineer in writing. Submission of
Bid by the Contractor shall be held as an acceptance of the existing conditions by
the Contractor.
10. SAFETY AND PROTECTION.
A. General Project Safety: In as much as each work area will be accessible to i
and used by the public, the Owner and other companies doing business at the
Airport during the construction period, it is the Contractor's
responsibility to maintain each work area in a safe, hazard free condition at >-
aII times. Should the Owner find the area unsafe at any time, they will notify `"
co
the Contractor, and the Contractor shall take whatever steps necessary
to remedy the unsafe condition. Should the Contractor not be immediately
available for corrective action, the Owner will remedy the problem and the
Contractor shall reimburse the Owner for the expense of such correction.
B. Airfield and Security: This project must meet the security requirements
set for by Key West International Airport
C. Protection of Property: Fixed structures, equipment, paving,
landscaping and vehicles (automobiles, trucks, etc.) shall be protected with
drop cloths, shielding and other appropriate measures to ensure
maximum protection of all property and vehicles.
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11. PRE-CONSTRUCTION CONFERENCE. Before beginning work at the site, the Contractor c
shall attend a pre-construction conference and bring with him the superintendent
employed for this project. In the event the Contractor is unable to attend, he shall send -
a letter of introduction with the superintendent in which he advises the
superintendent's full name and states that he is assigned to the project and will
be in full responsible charge. This conference will be called by the Engineer or
Owner's Authorized Representative (OAR), who will arrange for the Owner's
representative and other interested parties to be present. At this time, all parties
will discuss the project under contract and prepare a program of procedure in
keeping with requirements of the drawings and specifications. The superintendent will
henceforth make every effort to expeditiously coordinate all phases of the work,
including the required reporting procedure, to obtain the end result within the full
purpose and intent of the drawings and specifications for the project.
SPECIAL PROVISIONS IV-6
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12. COORDINATION AND PROGRESS MEETINGS
A. General: The OAR will prepare a written memorandum on required coordination
activities. Included will be such items as required notices, reports, and attendance
at meetings. This memorandum will be distributed to each entity performing work
at the project site.
B. Weekly Coordination and Progress Meetings: The OAR will hold weekly
general project coordination and progress meetings at regularly scheduled
times convenient for all parties involved. These meetings are in addition to
specific meetings held for other purposes, such as special project meetings and
special pre-installation meetings. The OAR will require representation at each
meeting by every party currently involved in coordination or planning for
the work of the entire project. Meetings will be conducted in a manner which will
0
resolve coordination problems.
C. The OAR will record results of the meeting and distribute copies to everyone i
in attendance and to others affected by decisions or actions resulting from each
meeting.
13. ADMINISTRATIVE/SUPERVISORY PERSONNEL. The Contractor shall provide a co
W
full-time Project Management Team consisting of a Project Superintendent and
other supervisory personnel for the duration of the Project. The names and
qualifications of this team for this work shall be submitted to the Owner as part of the
Bidder Qualification Form. They shall have a minimum of five (5) years of experience
on suitable projects of equal difficulty. The Project Superintendent shall be at the
construction site at all periods when work is in progress. This person shall have
full authority to act on the Contractor's behalf. It is agreed and understood that, if
requested in writing by the Owner, the Contractor shall replace any member of the team
with another meeting the required qualifications within three (3) days of the receipt of
the request.
14. SPECIAL REPORTS.
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0
A. Reporting Unusual Events: When an event of an unusual and
significant nature occurs at the site, Contractor shall prepare and submit a
special report to the Engineer. List chain of events, persons participating,
response by the Contractor's personnel, an evaluation of the results or effects
and similar pertinent information. Advise the Owner and Engineer as soon as
possible when such events are known.
B. Submit special reports directly to the Owner within one day of occurrence.
Submit a copy of the report to the Engineer and other entities that are affected
by the occurrence within one day of the occurrence.
15. SCHEDULE OF WORK.
SPECIAL PROVISIONS IV-7
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A. Prepare and submit, in triplicate, for the Engineer's information, progress
schedules for the work.
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B. Progress schedules shall relate to the entire project to the extent required by c
the Contract Documents and shall provide for expeditious and
practicable execution of the work.
E
C. Progress schedules shall be updated monthly.
D. Percent complete shall be based on actual construction in place or dollar
volume of the work. If dollar volume of the work reflects the greater
percent complete, the maximum percent complete shall in no case exceed 5
percent of the value of the in-place construction.
Z
16. PROGRESS SCHEDULE.
Preliminary Schedule: Within 15 days after date of Notice of Award and i
Acceptance, the Contractor shall submit his preliminary network phasing
diagram (Preliminary Schedule) indicating a comprehensive overview of the
Project including an activity line for each of the work segments to be performed
at the site. co
1) Arrange the schedule to indicate required sequencing of work and to
show time allowances for submittals, inspections, and similar time
margins.
2) The submitted schedule shall be reviewed by the Engineer and
Owner for conformance to Critical Dates and overall project
completion time criteria. Lack of this information will be cause for
rejection of the schedule.
3) Following initial submittal of schedule to and response by the
Engineer, print and distribute the Progress Schedule to entities with a
need-to-know responsibility, including three (3) copies to the
Engineer. Post in temporary office space. Revise at intervals
matching payment requests, and redistribute and repost. Provide copies _
required with payment requests.
17. MAINTENANCE OF SCHEDULE. The Contractor's Progress Schedule must be updated
on a monthly basis, and a copy thereof submitted with each of the Contractor's
Applications for Payment. The updated Progress Schedule shall not only indicate
revisions to the Schedule for upcoming work but show "as-built" schedule progress
data. The Engineer will not recommend for payment, by the Owner, an Application
for Payment without the Contractor's submission of a Monthly Schedule Update.
A. If the Contractor's Monthly Schedule Update reflects, or the
Engineer determines, that the Contractor is at least ten percent
(10%) behind the original Progress Schedule or fourteen (14) or
SPECIAL PROVISIONS IV-8
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more calendar days behind the original Progress Schedule for:
1) the work as a whole;
2) a major Contract item;
3) an item of work which is on the critical path; or
4) an item of work not on the original critical path that, because of
the delay or anticipated delay became a critical path item;
then the Contractor must submit with the Monthly Schedule Update his
proposed plan for bringing the work back on schedule and completing
the Work within the Contract time.
c
B. The Progress Schedule shall be coordinated by the Owner's Project
Administrator with the overall schedule for the Airport Projects. The i
Contractor is required to revise the Progress Schedule promptly in
accordance with the conditions of the work, subject to approval by the
Owner's Project Coordinator and the Engineer.
co
C. The Contractor shall comply fully with all time and other
requirements of the Contract Documents. Recommendation of an cV
Application of Payment of the Engineer and payment thereon by the
Owner, without the submission of a Monthly Schedule Update, shall not
constitute a waiver of the requirements of such updates, nor shall it
relieve the Contractor from the obligation to complete the Workwithin
the Contract Time.
D. Should a review of work indicate a critical path (milestone) item has c
fallen behind the approved schedule; at the option of the Engineer;
funds equal to the established liquidated damages for the number of
calendar days behind schedule will be withheld until that critical path
item is brought back on schedule.
18. CHANGES IN THE SCHEDULE.
E
A. Minor Changes: Each week, prior to the weekly coordination
meeting, during the time of the contract, the Contractor shall notify the
Engineer of any minor changes that are anticipated in the
schedule for the following week.
B. Major Changes: If for any reason, a major change in the approved schedule
is anticipated, the Contractor shall make the necessary changes to the
schedule and resubmit the revised schedule for approval.
Copies of the approved schedule shall be posted in the Contractor's
SPECIAL PROVISIONS IV-9
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field office with completed work identified in colored pencil.
19. MAINTENANCE OF TRAFFIC.
0
A. The Contractor shall not obstruct nor create a hazard to any traffic
during the prosecution of the work and shall be responsible for -
repair of all damage to existing pavement or facilities caused by his
operations.
B. Beginning date of Contractor's Responsibility: the Contractor's ,
responsibility for maintenance of traffic shall begin on the day he starts
the work and continue until Final Completion and Acceptance of the
Project.
C. Sections Not Requiring Traffic Maintenance: the Contractor will not be
required to maintain traffic over those portions of the Project where
no work is to be accomplished or where construction i
operations will not affect aircraft operations. The Contractor,
however, shall not obstruct nor create a hazard to any traffic during the
prosecution of the work and shall be responsible for repair of any >'
damage to existing pavement or facilities caused by his `"
co
operations.
D. Traffic During Construction: All construction vehicles are required to
use existing traffic routes. Normal traffic lanes are not to be used as
staging areas for arriving delivery vehicles. The Contractor's employees
shall utilize the designated Contractor employee parking area.
E. Contractor Signing: The Contractor may furnish and install
construction traffic directional signs along the existing traffic route. The
signs shall depict Contractor's logo or name, directional arrows and
"deliveries". Signs shall be of sufficient size to have 8" high message
and shall be located at each decision point. All signs and their locations
shall be approved by the Engineer and Owner. NO OTHER SIGNS ARE
PERMITTED. c
F. Material Deliveries: The Contractor shall make his own material and
equipment deliveries. No deliveries shall be made by vendors or
suppliers without escort by a representative of the Contractor.
G. Notification: On days when construction traffic is expected to be
extra heavy or when oversized pieces of equipment are to be
delivered, give minimum forty-eight (48) hours notice to the
Engineer.
H. All Contractor's material orders for delivery to the work site will use
as a delivery address, the street name and number assigned to the
access point onto the airport. The name KEY WEST
SPECIAL PROVISIONS IV-10
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INTERNATIONAL AIRPORT shall not be used in the delivery
address at any time. This will preclude delivery trucks from
entering into aircraft operations areas inadvertently. All Contractor
material orders for the work site shall be delivered to the areas c
designated as the Contractor's receiving area. All deliveries shall be
made only during the Contractor's working hours.
E
I. Interference Request:
1) The Contractor shall be responsible for notifying the Owner in
writing and securing approval for any and all interruptions or
interference with traffic (pedestrian, automobile, or other
necessary function of the Airport or any of the Airlines).
2) The request shall include a traffic control plan indicating
barricades, lighting and flagmen where required.
i
3) Such notification shall be made as soon as possible but in
no case less than 48 hours prior to interference.
4) It is suggested that the Contractor utilize a standard form co
addressed to the Owner with a blank space for a description of
the interference, the exact area affected, the exact times and cv
dates the interference will take place and blanks for the Owner's cV
approval. The forms shall be submitted in duplicate. No
interference will be allowed until the Contractor has received
back a copy of the approved interference request form.
J. Personnel Traffic:
6
1) General: All construction personnel shall be restricted to
construction areas. They shall wear shirts with sleeves and long a,
pants at all times.
c
0
2) Use of Public Areas: The Contractor's workmen shall not
utilize public areas for taking their "work breaks" or
"Iunchbreaks". Areas for this purpose can be designated by the E
Owner upon request. No Public Toilets shall be used by any
workmen at any time.
20. DAILY CLEAN-UP AND TRASH REMOVAL.
A. Debris from this work shall be promptly removed from the site at least daily. It
shall not be allowed to become a hazard to the safety of the public.
B. The Contractor shall be responsible for clean-up and trash removal.
Accumulation of trash and debris will not be allowed and the OAR may
SPECIAL PROVISIONS IV-11
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at any time direct the Contractor to immediately remove his trash and
debris from the site of the work when in the opinion of the Owner such trash
constitutes a nuisance or in any way hinders the work or the Airports operations.
If the Contractor should fail to remove his trash and debris from the site of the c
work in a timely manner, the Owner may have this work performed and deduct
the cost of such from Contractor's payment.
E
21. CLEANING AND PROTECTION.
A. General: During handling and installation of work at the project site, clean and
protect work in progress and adjoining work on the basis of
continuous daily maintenance. Apply protective covering on installed work to
ensure freedom from damage or deterioration.
B. Clean and perform maintenance on installed work as frequently as
necessary through the remainder of the construction period. Adjust and
lubricate operable components to ensure operability without damaging effects. i
C. Limiting Exposure of Work: To the extent possible through appropriate
control and protection methods, supervise performance of the work in W
such a manner and by such means which will ensure that none of the co
work, whether completed or in progress, will be subjected to harmful,
dangerous, damaging or otherwise deleterious exposure during the
construction period. Such exposures include, where applicable, but not by way
of limitation the following:
1) Excessive static or dynamic loading
2) Excessive internal or external pressures
0
3) Solvents
4) Chemicals
5) Light
0
6) Puncture
7) Abrasion
E
8) Heavy Traffic
9) Soiling
10) Combustion
11) Improper shipping or handling
12) Theft
13) Vandalism
D. Protection at Openings: Contractor shall provide protection at all openings in
SPECIAL PROVISIONS IV-12
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structures and finishes to maintain the building weather and dust tight. All
protection shall be of solid material and substantial so that it will not be
disturbed by wind and weather normal to the area and season, and also tight
fitting to prevent noise infiltration. c
E. Protection of Improvements:
E
1) Damage to Existing Facilities: Existing surfaces and materials of the
Owner's property not requiring work by the Contract Documents that e®
is damaged by the Contractor's operations shall be ,
immediately repaired. Repaired surfaces and materials shall match
existing adjacent undamaged surfaces and materials. Repair work shall
be coordinated with the Engineer and Owner with regard to time and
method.
0
2) Accidental Demolition: All structures or parts thereof that may
become damaged due to accident or Contractor's error shall be
restored to their original condition at no cost to the Owner. i
Materials and equipment being used in the repair or replacement
resulting from damage shall be new and shall perform at the >-
manufacturer's published capacities. If the existing equipment or --
materials cannot be identified, or if unavailable, the selection of the co
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replacement will be subject to approval by the Engineer in writing.
cv
F. Overhead Protection
1) No cranes or other construction equipment shall cross over non-
construction personnel, their travel ways or ride systems.
2) The plan of operation of cranes and other hoisting equipment shall be
established in writing by the Contractor. This plan of operation shall c
be subject to approval by the Engineer.
22. CONSERVATION AND SALVAGE
0
A. General: It is a requirement for supervision and administration of the Work that
construction operations be carried out with the maximum possible
consideration given to conservation of energy, water and materials. In
addition, maximum consideration shall be given to salvaging materials and
equipment involved in performance of the work but not incorporated
therein. Refer to other sections for required disposition of salvaged
materials which are the Owner's property.
23. TESTING COST BORNE BY OWNER. Unless otherwise specified herein, all
initial construction "acceptance" testing costs shall be borne by the Owner. An
independent testing laboratory selected and responsible to the Engineer shall perform
all "acceptance" testing required by the technical specifications or as directed by the
Owner and/or the Engineer.
SPECIAL PROVISIONS IV-13
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24. TESTING COST BORNE BY CONTRACTOR. The Contractor shall bear the
cost of testing under the following conditions:
c
A. If substitute materials or equipment are proposed by the Contractor, he c
shall pay the cost of all tests which may be necessary to satisfy the
Engineer that specification requirements are satisfied. The Contractor
shall pay for the Engineer's time spent in review and administrating such
proposed substitution.
B. If materials or workmanship are used which fail to meet specification
requirements, the Contractor shall pay the cost of all testing deemed necessary
by the Engineer to determine the safety or suitability of the material or
element.
0
C. The Contractor shall pay for all testing costs including, but not limited to,
power, fuel, and equipment cost which may be required for complete
testing of all equipment and systems for proper operation. i
D. The Contractor shall pay for all testing required for materials, job mix
designs, equipment, structures and related items included in all shop !i,
drawings and other submittals as required by the Technical Specifications to be co
submitted and approved by the Engineer prior to construction.
cv
25. PROJECT DOCUMENTATION. cv
A. Project Drawings: The successful Contractor will be furnished, at
no charge, four (4) copies of drawings and specifications. Additional copies
may be purchased at actual cost of reproduction.
A field set of drawings and specifications shall remain on the job site at all times c
and shall be available at all times to the Engineer. The field set shall be
continuously updated to reflect the "as-built" condition of all work included in a,
this Contract.
c
0
The Contractor shall immediately include plainly and conspicuously on the field
set of drawings, and at appropriate paragraphs in the specifications, all
changes or corrections made by addenda and change orders as they are E
issued.
Approved copies of all shop drawings and other submittals are to be kept on
the job site at all times and shall be available at all times to the
Engineer. E
Changes and deviations from the existing conditions shall be submitted in
writing for approval by the Engineer or Owner prior to installation. In no case
shall any unspecified equipment or materials be installed without prior
approval by the Engineer.
SPECIAL PROVISIONS IV-14
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B. Record Documents:
1) Definition: Record copies are defined to include those documents or
copies relating directly to performance of the work, which the c
Contractor is required to prepare or maintain for the Owner's
records, recording the work as actually performed. In particular,
record copies show changes in the work in relation to the way in
which shown and specified by the original contract documents; and
show additional information of value to the Owner's records, but not e®
indicated by the original Contract Documents. Record copies ,
include newly-prepared drawings (if any are specified), marked-up
copies of contract drawings, shop drawings, specifications,
addenda and change orders, marked-up product data submittals, record
samples, field records for variable and concealed conditions such as
excavations and foundations, and miscellaneous record information on c
work which is otherwise recorded only schematically or not at all.
i
2) Record Drawings: The Contractor shall maintain a set of Record
Drawings at the job site. These shall be kept legible and current
and shall be available for inspection at all times by the Engineer. Show >'
all changes or work added on these Record Drawings in a contrasting `"
co
color.
a) Mark-up Procedure: During progress of the work, maintain a
white-print set (blue-line or black-line) of contract drawings
and shop drawings, with mark-up of actual installations which
vary substantially from the work as originally shown. Mark
whatever drawing is most capable of showing actual physical
condition, fully and accurately. Where shop drawings are
marked up, mark cross-reference on contract drawings at
corresponding location. Mark with erasable colored
pencil, using separate colors where feasible to distinguish
between changes for different categories of work at the same
general location. Mark-up important additional information which
was either shown schematically or omitted from original c
drawings. Give particular attention to information on
work concealed, which would be difficult to identify or
measure and record at a later date. Note alternate
numbers, change order numbers and similar identification.
Require each person preparing the mark-up to initial and date
the mark-up and indicate the name of the firm. Label each
sheet "PROJECT RECORD" in 1-1/2 inch high letters.
In showing changes in the work use the same legends as
used on the original drawings. Indicate exact locations by
dimensions and exact elevations by job datum. Give
dimensions from a permanent point.
SPECIAL PROVISIONS IV-15
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b) Preparation of Record Drawings: In preparation for
certification of substantial completion on the last major
portion of the work, review the completed mark-up of record
drawings and shop drawings with the Engineer. The c
Engineer will then proceed with preparation of a full set of
corrected contract drawings. The Engineer will date each
updated drawing and label each sheet "PROJECT
RECORD" in 1-1/2 inch high letters. Printing as required
herein is the responsibility of the Engineer. e®
3) Copies, Distribution: Upon completion of record drawings, the
Engineer shall prepare blue-line or black-line prints of each
drawing, regardless of whether changes and additional information
were recorded thereon. The Engineer shall then organize into
manageable sets, bind with durable paper cover sheets, and print
suitable titles and dates. The markup set of prints maintained
during the construction period shall be bound in the same manner.
The Engineer will retain one copy set. At the completion of the project, i
the Engineer shall submit one set of prints, with changes noted thereon,
to the Owner. Record Drawings shall contain the names, addresses >-
and phone numbers of the General Contractor and the major sub- `i°
co
contractors.
4) The Engineer shall be the sole judge of the acceptability of the
Record Drawings. Receipt and acceptance of the As-Built
drawings is a pre-requisite for Final Payment.
C. Record Specifications
1) During progress of the work, maintain one copy of specifications,
including addenda, change orders and similar modifications issued in
printed form during construction, mark-up variations (of
substance) in actual work in comparison with text of specifications and
modifications as issued. Give particular attention to
substitutions, selection of options, and similar information on work c
where it is concealed or cannot otherwise be readily discerned at a later
date by direct observation. Note related record drawing
information and product data where applicable. Upon completion of the
mark-up, submit to the Engineer for the Owner's records. Label the front
cover"PROJECT RECORD" in 1-1/2 inch high letters.
2) Where the manual is printed on one side of the page only, mark
variations on blank left-hand pages of the Project Manual, facing
printed right-hand pages containing original text affected by
variation.
D. Record Product Data
During progress of the work, maintain one copy of each product data
SPECIAL PROVISIONS IV-16
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submittal, and mark-up significant variations in the actual work in
comparison with submitted information. Include both variations in product as
delivered to site, and variations from manufacturer's instructions and
recommendations for installation. Give particular attention to concealed c
products and portions of the work which cannot otherwise be readily
discerned at a later date by direct observation. Note related change
orders and mark-up of record drawings and specifications. Upon
completion of the mark-up, submit the complete set of product data
submittals to Engineer for the Owner's records. Label each data
submittal "PROJECT RECORD" in 1-1/2 inch high letters.
E. Record Sample Submittal
Immediately prior to the date(s) of substantial completion, the Engineer and
Owner's personnel will meet with the Contractor on site, and will
determine if any of the submitted samples maintained by the Contractor during
progress of the work are to be transmitted to the Owner for record purposes.
Comply with the Engineer's instructions for packaging, identification
marking, and delivery to the Owner's sample storage space. Dispose of other
samples in the manner specified for disposal of surplus and waste materials, >-
unless otherwise indicated by the Engineer. `i°
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F. Miscellaneous Record Submittals
cv
Refer to other sections of these specifications for requirements of
miscellaneous record-keeping and submittals in connection with actual
performance of the work. Immediately prior to the date(s) of substantial
completion, complete miscellaneous records and place in good order,
properly identified and bound or filed, ready for continued use and
reference. Submit to the Engineer for the Owner's records. Categories of
requirements resulting in miscellaneous work records are recognized to include,
but are not limited to, the following:
1) Required field records on excavations, foundations underground
construction, wells and similar work. c
2) Surveys by a Registered Land Surveyor establishing lines and
elevations of finished construction.
3) Inspection and Test Reports: Where not processed as shop
drawings or product data.
4) Asphalt or PCC pavement or backfill mix design record and/or
certifications.
5) Concrete mix certifications.
SPECIAL PROVISIONS IV-17
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6) Manufacturer's certifications that all fence component materials conform
to specified ASTM specifications. Certifications shall be accompanied
by reports containing the test results for which the certifications are
made. c
G. Project Close-out
E
Project close-out is hereby defined to include general requirements near end
of Contract Time, in preparation for final acceptance, final payment, normal
termination of contract, occupancy by the Owner and similar actions ,
evidencing completion of the work. Specific requirements for individual
units of work are specified in other sections. Time of close-out is directly
related to substantial completion, and therefore may be a single time period
for the entire work or a series of time periods for individual parts of the work
which have been certified as substantially complete at different dates. The
time variation, if any, shall be applicable to other provisions of this section.
H. Prerequisites to Substantial Completion i
1) Prior to requesting the Engineer's inspection for certification of >'
substantial completion, for either the entire work or portions thereof, `✓
co
complete the following and list known exceptions in request:
a) In progress payment request coincident with, or first
following the date claimed, show 100% completion for the
portion of work claimed as "substantially completed", or list
incomplete items, value of incompleteness, and reasons for
being incomplete.
b) Include supporting documentation for completion as
indicated in the Contract Documents.
c) Submit statement showing accounting of changes to the
Contract Sum.
0
d) Advise the Owner of pending insurance change-over _
requirements.
e) Obtain and submit releases enabling the Owner's full and
unrestricted use of the work and access to services and
utilities, including, where required, occupancy permits,
operating certificates, and similar releases.
f) Deliver tools, spare parts, extra stocks of materials, removed
light fixtures, transformers and similar physical items to the
Owner.
SPECIAL PROVISIONS IV-18
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g) Make final change-over of locks and transmit keys to the Owner,
and advise Owner's personnel of change-over in security
provisions.
0
h) Complete start-up testing of systems, and instructions of
Owner's operating-maintenance personnel. Discontinue, or
change over and remove from project site, temporary
facilities and services, along with construction tools and
facilities, mock-ups, barricades and similar elements. e®
2) Inspection Procedures: Upon receipt of the Contractor's request, the
Engineer will proceed with inspection or advise the Contractor of
prerequisites not fulfilled. Following initial inspection, the Engineer
will prepare a Certificate of Substantial Completion or advise
the Contractor of work which must be performed prior to issuance
of the Certificate and will perform a repeat inspection when
requested and assured by the Contractor that the work has been i
substantially completed. Results of the completed inspection will
form an initial "punchlist" for final acceptance.
I. Prerequisites to Final Acceptanceco
1) Prior to requesting the Engineer's final inspection for certification
of final acceptance as required by the General Provisions, the
Contractor shall complete the following and list known exceptions in the
request:
a. Submit certified copy of the Engineer's final punchlist of
itemized work to be completed or corrected, stating that
each item has been completed or otherwise resolved for
acceptance, endorsed and dated by the Engineer.
b. Complete final cleaning up requirements, including touch-up of
marred surfaces.
0
C. Touch-up and otherwise repair and restore marred exposed _
finishes.
2) Re-inspection Procedures: Following Substantial Completion,
the Contractor shall correct or remedy all Punchlist items to
the satisfaction of the Engineer and Owner within a two (2) week period
after the Date of Substantial Completion. If subsequent inspections are
necessary after the two week period in order to eliminate all
deficiencies, the cost of all subsequent inspections with respect to the
Owner and Engineer's time shall be paid by the Contractor. When
ready, the Contractor shall request in writing a final
inspection of the work. Upon completion of re-inspection, the
Engineer will prepare a Certificate of Final Acceptance or advise the
SPECIAL PROVISIONS IV-19
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Contractor of work not completed or obligations not fulfilled as required
for Final Acceptance. If necessary, the procedures will be repeated.
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J. Prerequisites to Final Payment c
1) Final Payment: Final Payment will be made after final acceptance
of the project by the Engineer and Owner upon request by the
Contractor on condition that the Contractor:
a) Furnish properly executed complete releases of lien from all ,
material men and subcontractors who have furnished
materials or labor for the Work and submit supporting
documentation not previously submitted and accepted.
Include certificates of insurance for products and completed
operations where required.
b) Furnish the Contractor's Affidavit of Release of Liens (2
copies) that all material men and subcontractors have been paid i
in full. In the event they have not been paid in full, the Owner
shall retain a sufficient sum to pay them in full and at his option >-
may make direct payment as provided in Chapter 713, Florida
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Statutes, as amended, to obtain complete releases of lien.
This authorization to make a direct payment is not an
acknowledgement or waiver by the Owner that an unpaid
Subcontractor Material man may seek payment from the Owner
rather than from the Public Construction Bond Surety as
required by Sect. 255.05, F.S.
c) Furnish Contractor's Affidavit of Debts and Claims (2
copies).
d) Furnish required sets of record drawings and maintenance and
operating instructions of new mechanical equipment.
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e) Furnish guarantees signed by subcontractors, material
suppliers, and countersigned by the Contractor for operating
equipment.
f) Submit specific warranties, workmanship-maintenance
bonds, maintenance agreements, final certifications and
similar documents.
g) Furnish a signed guarantee, in form acceptable to Engineer and
Owner agreeing to repair or replace as decided by the Engineer,
all work and materials that prove defective within one (1) year
(or more) from the date of final acceptance, including
restoration of all other work damaged in making such repairs
or replacements.
SPECIAL PROVISIONS IV-20
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h) Furnish consent of Surety to final payment.
i) Submit updated final statement, accounting for final changes to
Contract Sum. c
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D Submit evidence of final, continuing insurance coverage
complying with insurance requirements. E
k) Certify that all Social Security, Unemployment and all other
taxes (City, State, Federal Government) have been paid.
I) Provide receipt, as applicable, of affidavits certifying all labor
standards of local, State, or Federal requirements have been
complied with by the Contractor.
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K. Record Document Submittals
Specific requirements for record documents are shown in the section, i
PROJECT RECORD DOCUMENTS. Other requirements are indicated in the
General Provisions. General submittal requirements are indicated in >-
"Submittals" sections. Do not use record documents for construction !i'
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purposes; protect from deterioration and loss in a secure, fire-resistive location;
provide access to record documents for the Engineer's reference during normal
working hours.
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1 ) Record Drawings: The Engineer shall organize record drawing
sheets into manageable sets, bind with durable paper cover sheets, and
print suitable titles, dates and other identification on cover of each
set.
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2) Record Specifications: Upon completion of mark-up, submit to the
Engineer for the Owner's records.
3) Record Product Data: Upon completion of mark-up, submit a
complete set to the Engineer for the Owner's records. c
4) Record Sample Submittal: Comply with the Engineer's instructions for
packaging, identification, marking, and delivery to the Owner's sample
storage space.
5) Miscellaneous Record Submittals: Complete miscellaneous
records and place in good order, properly identified and bound or
filed, ready for continued use and reference. Submit to the
Engineer for the Owner's records.
6) Maintenance Manuals: Complete, place in order, properly identify and
submit to the Engineer for the Owner's records.
SPECIAL PROVISIONS IV-21
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L. Close-out Procedures
General Operating and Maintenance Instructions: Arrange for each
installer of work requiring continuing maintenance or operation, to meet
with the Owner's personnel at the project site to provide basic instructions c
needed for proper operation and maintenance of the entire work. Include
instructions by manufacturer's representatives where installers are not
expert in the required procedures. Review maintenance manuals, record
documentation and materials, lubricants, fuel, identification system, control
sequences, hazards, cleaning and similar procedures and facilities. For e®
operational equipment, demonstrate start-up, shut-down, emergency ,
operations, safety, economy, efficiency adjustments, and similar
operations. Review maintenance and operations in relation with
applicable warranties, agreements to maintain bonds, and similar continuing
commitments. Permit owner employees to video tape operating and
maintenance instructions. c
26. FINAL CLEANING.
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A. Provide final cleaning of the work, at the time indicated, consisting of
cleaning each surface or unit of work to normal "clean" condition.
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B. Removal of Protection: Remove temporary protection devices and
facilities which were installed during the course of the work to protect
previous completed work during the remainder of the construction period.
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C. Compliances: Comply with safety standards and governing regulations for
cleaning operations. Do not burn waste materials at site, nor bury debris or
excess materials on Owner's property. Do not discharge volatile or other
harmful or dangerous materials into drainage systems. Remove waste
materials from site and dispose of in a lawful manner.
Where extra materials of value remain after the completion of the
associated work have become the Owner's property, dispose of these as
directed by the Owner.
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SPECIAL PROVISIONS IV-22
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SPECIAL PROVISIONS IV-23
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SPECIAL PROVISIONS IV-24
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SPECIAL PROVISION NO. 2
NOTICE TO PROCEED , CONSTRUCTION
PHASING AND WORK SEQUENCING
NOTICE TO PROCEED E
To avoid the Contractor from being held responsible for delays in
obtaining the necessary permits, and having these delays deducted from
the total calendar days provided in the contract to complete construction,
two (2) Notice to Proceeds will be issued as follows:
A. Notice to Proceed Permits
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A Notice to Proceed permit will be issued ten (10) days after award of
contract. At this time the Contractor shall accomplish the following
activities, but not limited to: i
1. Obtain permits as required for construction.
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2. Prepare and transmit all shop drawings, submittals and
certifications as required by the Contract Documents to the
Engineer for review and approval.
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3. Place orders for the purchase and delivery of equipment, materials
and supplies required to complete the work in accordance with the
Contract Documents.
4. Prepare his staging area and establish haul routes. E
5. Mobilize equipment, materials and supplies in Contractor's
staging area. No men, equipment, materials or supplies
will be allowed outside the staging area during this time
unless otherwise authorized by the Engineer.
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No onsite construction activities shall be accomplished and the airport
shall remain open to aircraft operations during this time. It is anticipated
that the Notice To Proceed Permits will be issued in October 2020.
B. Notice to Proceed Construction
Only after the Contractor has obtained all the necessary permits, will the
Notice to Proceed Construction be issued, which shall state the date
on which it is expected the Contractor will begin the construction and
from which date contract time will be charged.
The Contractor shall submit a construction progress schedule to the
Engineer in accordance with Section 16 of Special Provision No. 1. The
progress schedule shall indicate the phasing and work sequencing
SPECIAL PROVISIONS IV-25
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anticipated to be accomplished by the Contractor. No actual work shall
begin until the construction progress schedule has been approved by
the Engineer.
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It is anticipated that Notice to Proceed Construction will be issued in
February 2021. At this time the Contractor shall develop all the construction
activities necessary to complete the work in accordance with the contract
documents. One Hundred Eighty (180) calendar days will be allowed to
complete the work in its entirety.
Construction work under this project will be accomplished during the day-
time unless otherwise shown on the plans. The construction work
included in this project has to be done as shown on the plans.
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CONSTRUCTION PHASING AND WORK SEQUENCING
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Upon completion of the work, and before final payment, the contractor shall
remove all equipment, surplus and discarded materials, rubbish, and shall co
submit an as-built information signed and sealed by a professional land
surveyor.
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During the week of Fantasy Fest(October 31) and New Year week the contractor
shall coordinate with the airport manager, OAR, and FBO's to isolate his work in
some specific areas. The airport manager may instruct the Contractor to
stop the work during this time. No additional time and/or cost will be granted to
the Contractor.
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SPECIAL PROVISIONS IV-26
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SPECIAL PROVISION NO. 3
CONTRACT TIME AND LIQUIDATED DAMAGES
CONTRACT TIME
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NOTICE TO DESCRIPTION
PROCEED CONTRACT
TIME TO
COMPLETE
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The work includes Terminal Re-Roofco
NOTICE TO PROCEED.,ehabilitation as detailed in the Maximum 180
CONSTRUCTION construction documents. Calendar Days
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TOTAL CONTRACT TIME:
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Maximum 180 E
Calendar Days
SPECIAL PROVISIONS IV-27
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LIQUIDATED DAMAGES
If the work is not completed in accordance with the Contract, the Contractor will be assessed
liquidated damages listed below for each calendar day the work overruns the allotted contract time.
NOTICE TO PROCEED LIQUIDATED DAMAGES
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Failure to Complete Construction $500 Per Day
within 180 days of NTP
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SPECIAL PROVISIONS IV-28
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SPECIAL PROVISION NO. 4
PROTECTION OF AIRPORT CABLES, CONTROLS, NAVAIDS
AND WEATHER BUREAU FACILITIES c
A. The Contractor is hereby informed that there may be installed on the Airport FAA NAVAI DS
including, without limitation, airfield lighting systems, electric cables and controls relating
to such NAVAIDS and facilities. Such NAVAIDS and other facilities and electric cables must
be fully protected during the entire construction time. Work under this contract can be
accomplished in the vicinity of these facilities and cables only at approved periods of
time.
Approval is subject to withdrawal at any time because of change in the weather, emergency
conditions on the existing airfield areas, anticipation of emergency conditions, and for any
other reason determined by the Owner's Authorized Representative (OAR) acting
under the orders and instructions of the airport management and the designated FAA
representative. Any instructions to this contractor to clear any given area at any time i
by the OAR or the Airport Management shall be immediately executed.
Construction work will be commenced in the cleared area only when additional
instructions are issued by the Engineer.
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B. Power and control cables leading to and from any FAA NAVAIDS and other facilities
have been located and shown from best available information and are approximate. The
Contractor shall verify actual locations. Through the entire time of this construction, cv
the Contractor shall not allow any construction equipment to cross power and
control cables leading to and from any FAA NAVAIDS or other facilities without first
protecting the cable with steel boiler plate, or similar structural devices, on three (3')
feet either side of the marked cable route. All excavation within three (3') feet of
existing cables shall be accomplished by hand digging only.
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C. This Special Provision intends to make perfectly clear the need for protection of FAA
NAVAIDS and other facilities and cables by this contractor at all times.
D. The Contractor shall immediately repair, at his own expense, with identical material
by skilled workmen, any underground cables serving FAA NAVAIDS and other airport
facilities, which are damaged by his workmen, equipment, or work. Prior approval of the
FAA must be obtained for the materials, workmen, time of day or night, method of repairs,
and for any temporary or permanent repairs the Contractor proposes to make to any FAA
NAVAIDS and facilities damaged by the Contractor. Prior approval of the Engineer
must be obtained for the materials, workmen, time of day or night, and for the method of
repairs for any temporary or permanent repairs the Contractor proposes to make to any other
airport facilities and cables damaged by this Contractor. If any repair requires splicing, it
shall be spliced at the direction of the Engineer. No work shall be backfilled or covered
prior to approval by the Engineer.
E. The Contractor shall have a sufficient supply of extra cable, connectors, splice kits
and light fixtures on site to temporarily jump around damaged or cut cables and fixtures if
necessary to make the existing runway/taxiway/NAVAIDS systems operational during
scheduled aircraft operation periods.
SPECIAL PROVISIONS IV-29
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SPECIAL PROVISIONS IV-30
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SPECIAL PROVISION NO. 5
RESIDENT PROJECT REPRESENTATIVE
1. ON-SITE OBSERVATION. The Resident Project Observation for this contract shall be
performed by the Engineer or his duly authorized representative.
2. DUTIES OF OWNER'S AUTHORIZED REPRESENTATIVE (OAR). The OARs
Inspector's duties and responsibilities are to:
a. Monitor performance of the Contractor; require correction of work that does not
meet plans and specifications; and report serious problems to the Engineer and
Owner. c
b. Determine test sites/locations, coordinate and supervise testing. i
C. Interpret plans and specification details.
d. Resolve minor construction problems. co
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e. Maintain project records.
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f. Review and approve requests for payment to the Contractor.
g. Conduct day-to-day construction observations.
h. Maintain a project diary on a daily basis.
I. Maintain up-to-date records on quantities of work performed and
quantities of materials in place.
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j. Contact Engineer for advice and assistance when needed and when major c
problems arise.
k. Recommend to the Engineer when a Change Order or Supplemental Agreement is
required.
SPECIAL PROVISIONS IV-31
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SPECIAL PROVISIONS IV-32
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SPECIAL PROVISION NO. 6
SAFETY AND SECURITY REQUIREMENTS
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1. SAFETY REQUIREMENTS
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A. Construction Sequencing. All construction being accomplished under this
contract shall be in accordance with the sequencing indicated on the
drawings.
B. Radio Communications. When working in an Air Operations Area (AOA),
whether closed or not, the Contractor shall maintain communications by two-
way radio with the Airport Radio Frequency during all hours of Radio
Frequency operations. The Contractor's radios shall be capable of
operating on the ground control frequency assigned to the Radio
Frequency. The radio operator shall be trained on the use of the radio, i
including the terminology normally used on airports for ground control
communications. If the Contractor is operating in more than one general area
on the airport at the same time, additional radios shall be provided to allow >-
coordination of work activities with the Airport Frequency.
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In addition to the above requirements for radios for use by Contractor's
personnel, the Contractor shall provide a similar two-way radio for
exclusive use by the Resident Inspector during normal working hours
throughout the contract time period.
C. Construction Activity and Aircraft Movements. During the time
that the Contractor is performing some work, the Airport will
remain in use by aircraft except as provided herein. To the extent
feasible and convenient, in the opinion of the Engineer, the use by
aircraft of runways and taxiways adjacent to areas where the
Contractor is working will be so scheduled as to reduce disturbance to the
Contractor's operations. Aircraft operations, unless otherwise specified in
the contract specifications, shall always have priority over any and all of
the Contractor's operations and the Contractor shall not allow his
employees, sub-contractors, material men or any other persons over
whom he has control, to enter or remain upon or allow any plant or a,
materials to be brought or remain upon any part of the airport
which, in the opinion of the Engineer, would be a hazardous location.
Should aprons, runways or taxiways be required for use of aircraft and
should the Engineer or Resident Inspector deem the Contractor to be too
close to the portion used by aircraft for safety, he may in his sole
discretion order the Contractor to suspend his operations, remove his
personnel, plant, equipment and materials to a safe distance and stand by
until the runway and taxiways are no longer required for use by aircraft.
SPECIAL PROVISIONS IV-33
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D. Limitations of Construction
1) All Contractor vehicles that are authorized to operate on the Airport outside
of the designated construction area limits or haul routes as specified on the c
plans and in the active Aircraft Operations Area (AOA) shall display in full
view (3600) above the vehicle a 3' x 3' or larger orange and white
checkerboard flag, each checkerboard color being 1' square. Any
vehicle operating in the active AOA during the hours of darkness shall
be equipped with a flashing amber (yellow) dome-type light mounted e®
on top of the vehicle display in full view (3600) and of such intensity to ,
conform to local codes for maintenance and emergency vehicles.
2) All Contractor vehicles that are required to cross active runways, taxiways and
approach clear zones shall do so under direct control of a flagman. The
flagman shall be trained and instructed by Airport Operations in the
regulations governing operations on the AOA and the Airport. The flagman
shall remain with his vehicle at all times. All aircraft traffic on runways, i
taxiways and aprons shall have priority over Contractor's traffic. In the event
that flagman is not available, the Contractor must provide his authorized
personnel with radios operating on the local ground control frequency of 121.9 >'
for clearance when crossing active runways or taxiways. `"
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3) No runway, taxiway apron or aircraft roadway shall be closed without
written approval of the Airport Manager to enable necessary Notices to
Airman (NOTAM) or advisories to airport service or tenants. A minimum
of 48 hours notice of requested closing shall be directed to the Engineer
who will coordinate the request with the Airport Manager.
4) Any construction activity within 200' of an active runway centerline or 92'
from an active taxiway centerline or open excavations in excess of three
inches (Y) deep within the above areas will require closure of the affected
runway or taxiway unless otherwise approved by the Airport
Manager. Closure requires the same provisions as Paragraph 3) above.
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5) Open flames, welding or torch-cutting operations are prohibited unless c
adequate fire and safety precautions have been taken and the procedure
approved by the Airport Manager.
6) Stockpiled material shall be constrained in a manner to prevent movement
resulting from aircraft blast or wind conditions in excess of 10 knots.
SPECIAL PROVISIONS IV-34
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7) Open trenches, excavation and stockpiled material located in the AOA shall
be prominently marked with flags and lighted by approved light units
during hours of visibility and darkness.
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8) Contractor to provide barricades across pavement to isolate
construction activities from aircraft operating areas at locations as determined
by the Resident Inspector. Barricades to be orange and white striped ,
low-profile type barricades with battery operated red flashing lights or
approved equal. Each barricade shall have a minimum of two flashing
lights with the intensity of the lights being of such brightness so as to be
readily identified during darkness periods. Barricades to be spaced
continuously. Barricades are to be sandbagged as necessary to prevent from
being blown over. Barricades shall be removed at individual locations as
paving in the area is completed. Cost of barricades shall be incidental
and included in the mobilization cost.
9) During runway closures, the Contractor shall use the runway closure i
markers (lighted X) provided by the Airport on each runway end (over
runway numerals) in accordance with the special provisions of these
specifications unless otherwise approved by the Engineer. W
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10) The Contractor shall keep all active airfield pavement clear of all debris, stones
and other materials during construction. All active pavement shall be cleaned
and inspected by the Contractor's superintendent prior to release of work cv
crews after each shift of work.
1 1 ) All construction barricades shall be inspected by the Contractor's
superintendent prior to release of work crews after each work shift to ensure
barricades are properly placed and lighted for non-work hours.
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12) Equipment, materials, open trenches, excavation and stockpiled material will
not be allowed within 250' of centerline of active runways or within 92'
of active taxiways after work operations are ceased each work shift.
Coverings for open trenches must be of such strength as to support the
weight of a 60,000 pound gross weight aircraft on an FAA dual-gear type
undercarriage.
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13) All existing facilities, equipment (runway/taxiway lights, visual aids, r
NAVAIDS, etc.) and underground utilities shall be carefully
protected by the Contractor. Any damage to these items caused by
SPECIAL PROVISIONS IV-35
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the Contractor or Sub-Contractors shall be immediately repaired and
restored to a condition similar or equal to the original condition.
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E. Payment. No separate payment shall be made for the c
safety requirements stated above. All costs necessary to provide these
items or services shall be included in other bid items quoted in the Bid
Proposal.
2. SECURITY REQUIREMENTS - CONTRACTOR e®
A. General Intent. The Contractor shall comply with all security requirements
specified herein. The Contractor shall designate in writing the name of his
Contractor Security Officer (CSO). The CSO shall represent the
Contractor on the security requirements of the contract.
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B. Construction Security Committee. The committee shall be established by
the Manager or Director concurrent with the life of this contract to monitor, i
coordinate and adopt new security procedures relating to this contract.
Meeting shall be scheduled by the Manager or Director. Committee
membership shall include the CSO, the Manager or Director and such
other personnel as the Manager or Director may designate. co
C. Contractor Personnel Security Orientation. The CSO shall be
responsible for briefing all contractor personnel on these requirements
and, from time to time, other security provisions adopted by the Construction
Security Committee. All new contractor employees shall be briefed on these
requirements prior to working in the construction area.
D. Access to the Site. Contractor's access to the site shall be as shown on the
plans. No other access points shall be allowed unless approved by the c
Manager or Director. All contractor traffic authorized to enter the site
shall be operated by personnel experienced in the route or
guided by contractor personnel. The Contractor shall be
responsible for traffic control to and from the various construction
areas on airport property. The Contractor shall be responsible for
immediate clean-up of any debris deposited along any route
resulting from his construction traffic. Directional signing at
the access point and along the delivery route to the storage area or
work sites shall be as directed by the Resident Project Engineer or
Representative.
E. Materials Delivery to the Site. All Contractor's material deliveries to the site
shall enter the airport only at designated gates and such deliveries
shall be escorted to the construction site by experienced
contractor personnel. This will preclude delivery trucks from entering
into the airport or taking short cuts through the perimeter gates and
entering into aircraft operation areas inadvertently.
SPECIAL PROVISIONS IV-36
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F. Identification - Vehicles. The Contractor shall establish and maintain a
list of contractor and sub-contractor vehicles authorized to operate on the
site. Vehicle permits shall be assigned in a manner to assure positive
control of all vehicles at all times. Each vehicle shall display a large
company sign on both sides of vehicles. The CSO shall maintain
a current list of companies authorized to enter and conduct
work on the airport. Employee personal vehicles shall be parked in
designated areas. These vehicles shall not enter the airfield at any time.
All vehicles and equipment entering the job site shall display the
company's logo and/or name.
The Contractor shall disconnect backup beepers and prevent banging
tailgates during nighttime operations. The Contractor will be required to
use flaggers to direct equipment movement in the staging area during
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nighttime hours.
G. Identification - Personnel (As Applicable). The Contractor's on site i
personnel shall be badged with identification from the Key West
International Airport. The contractor's supervisor shall submit to a criminal
history fingerprints check from the FBI via the Key West International -
Airport Security manager. All supervisors shall be required to attend an co
Airport Orientation seminar presented by the airport operations and
security unit. All other non-supervisory personnel of the contractor
and subcontractor shall be issued a construction worker security
badge supplied by the Key West International Airport, said badges
will be issued to the Head Contractor for said project. The head
contractor shall maintain a master list of all personnel issued said
contractor security badges. The list shall be made available for the
airport security unit inspection during all hours of construction on
the airport. All personnel shall wear their badges on the outermost portion
of their garment above their waist at all times while on the airport
property. The contractor shall comply with all instructions issued by
the airport security unit. The contractor shall provide the airport with the
name and a 24 hour contact number for its security officer. Upon the
completion of the FBI check, the contractor is issued full airport access
badge for the Key West International Airport (SIDA) and he will act
as escort to all other personnel. The definition of escort will be -
explained during the airport training seminar.
H. Manager or Director. The work on the Florida Keys Marathon
International Airport shall be under the direction of the Airport Manager
or his authorized agent(s).
I. Construction Area Limits. The limits of construction, material storage
areas, equipment storage area, parking area and other areas defined as
required for the Contractor's exclusive use during construction shall be
marked. The Contractor shall erect and maintain around the perimeter of
these areas suitable fencing marking and/or warning devices visible for
day/night use.
SPECIAL PROVISIONS IV-37
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J. Contractor shall maintain security at all times during construction.
K. Payment. No separate payment for the above security
requirements shall be made. All costs necessary to cover these items
and services shall be included as part of other bid items quoted in the
Bid Proposal.
3. AIRPORT SECURITY REQUIREMENTS
A. General. The federal Transportation Security Administration is the
federal agency primarily responsible for overseeing the security
measures utilized by the airport owner pursuant to the relevant
provisions of Chapter 49, United States Code, and regulations
adopted under the authority of the Code, including but not limited
to 49 CFR 1540, et seq. Violations of the statutes or regulations
may result in severe civil monetary penalties being assessed i
against the airport operator. It is the intent of the airport operator
that the burdens and consequences of any security violations
imposed upon the airport operator as a result of actions by an
airport tenant or the airport tenant's employees, agents, invitees, or co
licensees shall be borne (by the airport tenant.
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B. Airport Tenant Defined. An airport tenant means any person, entity, cV
organization, partnership, corporation, or other legal association
that has an agreement with the airport operator to conduct
business on airport property. The term also includes an airport
tenant as defined in 49 CFR 1540.5. Each signatory to this
Agreement, other than the airport operator, is an airport tenant.
6
C. Airport Operator Defined. As used in this Agreement, airport
operator means Monroe County, Florida, its elected and appointed
officers, and its employees.
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D. Airport Property Defined. Airport property shall mean the property
owned or leased by, or being lawfully used by, the airport
operator for civil aviation and airport-related purposes. For E
purposes of this Agreement, airport property is the property
generally referred to as the Key West Airport, the Marathon
Airport, or both as may be set forth in this Agreement.
E. Inspection Authority. The airport tenant agrees to allow E
Transportation Security Administration (TSA) authorized
personnel, at any time or any place, to make inspections or
tests, including copying records, to determine compliance of
the airport operator or airport tenant with the applicable security
requirements of Chapter 49, United States Code, and 49 CFR
1540, et seq.
SPECIAL PROVISIONS IV-38
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F. Airport Security Program. The airport tenant agrees to become
familiar, to the extent permitted by the airport operator, with the
Airport Security Program promulgated by the airport operator and
approved by TSA, and also agrees to conform its' operations and c
business activities to the requirements of the Airport Security
Program.
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G. Tenant Security Program. If permitted under TSA regulations, the
airport tenant may voluntarily undertake to maintain an Airport e®
Tenant Security Program as referred to in 49 CFR 1542.113. ,
If the airport tenant voluntarily promulgates an Airport
Tenant Security Program that is approved by TSA, such
program, as may be amended and approved from time to time, shall
be automatically incorporated into this Agreement.
0
H. Breach of Agreement. Should TSA determine that the airport tenant
or one or more of the airport tenant's employees, agents, invitees, or i
licensees has committed an act or omitted to act as required,
and such act or omission is a violation which results in TSA
imposing a civil penalty against the airport operator in
accordance with TSA's Enforcement Sanction Guidanceco
Policy, such determination and imposition of a civil penalty by
TSA shall be considered a significant breach of this Agreement.
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1) Minimum Violation. If the violation is the first or second violation
attributed to the airport tenant and is a civil penalty "minimum
violation" as provided for in TSA's Enforcement Sanction Guidance
Policy, the airport tenant may cure the breach by paying to the
airport operator the total costs incurred by the airport operator,
including any fines or penalties imposed, in
investigating, defending, mitigating, compromising, or
taking of remedial measures as may be agreed to by TSA,
to include but not be limited to reasonable attorney's fees and
costs incurred in the investigation, defense, compromising,
mitigation, or taking of remedial action measures. If the
violation is a third violation, or there are multiple violations in
excess of two violations, that is or are a civil penalty "minimum
violation", the airport tenant shall pay to the airport operator the
total costs incurred by the airport operator, including any fines
or penalties imposed, in investigating, defending,
compromising, mitigating, or taking of remedial measures
as may be agreed to by TSA, to include but not be limited to
reasonable attorney's fees an d costs incurred in the investigation,
defense, compromising, mitigation, or taking of remedial
action measures; and, further, the airport operator shall have
the right to unilaterally cancel this Agreement, such
cancellation to be effective thirty calendar days after receipt by the
airport tenant of written notice of cancellation of this Agreement by
the airport operator.
SPECIAL PROVISIONS IV-39
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2) Moderate Violation. If the violation is the first or second violation
attributed to the airport tenant and is a civil penalty "moderate
violation"as provided for in TSA's Enforcement Sanction Guidance
0
Policy, the airport tenant may cure the breach by
paying to the airport operator the total costs incurred
by the airport operator, including any fines or
penalties imposed, in investigating, defending,
compromising, mitigating, or taking of remedial
measures as may be agreed to by TSA, to include but not ,
be limited to reasonable attorney's fees and costs
incurred in the investigation, defense,
compromising, mitigation, or taking of
remedial action measures; and, further, the
airport tenant may cause al I of airport tenant's
employees involved in the airport tenant's business
operations on the airport property to undergo such
security training as may be required by the airport i
operator. The total cost of the training shall be paid for
by the airport tenant. If the violation is a third >-
violation, or there are multiple violations in excess !i°
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of two violations, that is or are a civil penalty "moderate
violation", the airport tenant shall pay 'to the airport
operator the total costs incurred by the airport
operator, including any fines or penalties
imposed, in investigating, defending,
compromising, mitigating, or taking of remedial
measures as may be agreed to by TSA, to include but
not be limited to reasonable attorney's fees and costs E
incurred in the investigation, defense,
compromising, mitigation, or taking of remedial
action measures; and, further, the airport
operator shall have the right to unilaterally
cancel this Agreement, such cancellation to be
effective thirty calendar days after receipt by the c
airport tenant of written notice of cancellation of this
Agreement by the airport operator.
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3) Maximum Violation. If the violation is the first violation
attributed to the airport tenant and is a civil penalty
"maximum violation" as provided for in ITSA's
Enforcement Sanction Guidance Policy, the airport
tenant may cure the breach by paying to the airport
operator the total costs incurred by the airport
operator, including any fines and penalties
imposed, in investigating, defending,
compromising, mitigating, or taking of remedial
measures as may be agreed to by TSA, to include but
not be limited to reasonable attorney's fees and costs
SPECIAL PROVISIONS IV-40
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incurred in the investigation, defense,
compromising, mitigation, or taking of remedial
action measures; and, further, the airport tenant may
cause all of airport tenant's employees involved in the c
airport tenant's business operations on the airport
property to undergo such security training as may
be required by the airport operator. The total
cost of the training shall be paid for by the
airport tenant. If the violation is a second
violation, or there are multiple violations, that is or are
a civil penalty "maximum violation" the airport tenant
shall pay to the airport operator the total costs
incurred by the airport operator, including any
fines or penalties imposed, in investigating,
defending, compromising, mitigating, or taking of c
remedial measures as may be agreed to by TSA, to
include but not be limited to reasonable attorney's fees
and costs incurred in the investigation, defense, i
compromising, mitigation, or taking of remedial action
measures; and, further, the airport operator shall have >-
the right to unilaterally cancel this Agreement, such
cancellation to be effective thirty calendar days afterco
receipt by the airport tenant of written notice of
cancellation of this Agreement by the airport operator.
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4) Mitigation of Breach. TSA has a policy of forgoing civil
penalty actions when the airport operator detects
violations, promptly discloses the violations to TSA,
and takes prompt corrective action to ensure that the E
same or similar violations do not recur. This policy is
known as the TSA Voluntary Disclosure Program
Policy, and is designed to encourage compliance with
TSA regulations, foster secure practices, and encourage
the development of internal evaluation programs. The
airport tenant agrees that upon detecting a violation the c
airport tenant will immediately report it to the airport
operator. Should the TSA ultimately determine that
the violation was committed by the airport tenant, or E
an employee, agent, invitee, or licensee of the airport
tenant, but the violation should result in the issuance
of a letter of correction in lieu of a civil penalty, then
the airport tenant shall reimburse the airport operator the
total costs incurred by the airport operator in
investigating, defending, mitigating, ortaking of remedial
measures as may be agreed to by TSA, to include but
not be limited to reasonable attorney's fees and costs
incurred in the investigation, defense, mitigation, or
taking of remedial action measures. A violation
resulting in the issuance of a letter of correction
SPECIAL PROVISIONS IV-41
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shall not be considered to be a breach of this Agreement
by the airport tenant.
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4) Survival of Sub-Section. This sub-section h shall c
survive the cancellation or termination of this
Agreement, and shall be in full force and effect.
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I . Hold Harmless; Indemnification; Defense;
Release; Survival. Notwithstanding any minimum
insurance requirements prescribed elsewhere in this
Agreement, the airport tenant agrees to hold harmless,
indemnify, defend and release the airport operator, and the
airport operator's elected and appointed officers and employees,
from any claims, actions, causes of action, litigation,
administrative proceedings, appellate proceedings, or other
proceedings relating to any and all types of injury, including
death, loss, damage, fines, penalties, or business interruption of i
any nature whatsoever, of or to any person or property in
connection with the use of the airport property under this
Agreement, regardless of causation and including criminal
acts of third parties; and especially including any and allco
fines, penalties, out of pocket expenses, attorney's fees and
costs, and costs of remediation or additional security measures
required to be implemented by any governmental agency
(including but not limited to the Federal Aviation Administration
and the Transportation Security Administration) resulting from
a violation of any federal law or federal regulation. This sub-
section shall survive the cancellation or termination of this
Agreement.
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SPECIAL PROVISIONS IV-42
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SPECIAL PROVISION NO . 7
LIST OF DRAWINGS
The drawings which show the location, character, dimensions and details of the work to be done and which _
are to be considered as a part of the contract supplementary to the specifications are as follows:
Terminal Re-Roof Rehabilitation
DRAWING INDEX
CS-000 COVER SHEET
G-001 ARCHITECTURAL GENERAL NOTES
G-002 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS
ARCHITECTURAL i
A-100 REFERENCE SITE PLAN
AD-121 DEMOLITION REFLECTED CEILING PLANS
AD-131 DEMOLITION ROOF PLAN - FIRST FLOOR co
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AD-132 DEMOLITION ROOF PLAN - SECOND FLOOR
A-121 REFLECTED CEILING PLANS CD
CD
A-131 ROOF PLAN - FIRST FLOOR `CD
V
A-132 ROOF PLAN - SECOND FLOOR
A-301 BUILDING SECTIONS
A-501 ROOF DETAILS
A-502 ROOF DETAILS
A-503 ROOF DETAILS
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STRUCTURAL
S-001 STRUCTURAL GENERAL NOTES
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ELECTRICAL
E-001 ELECTRICAL GENERAL NOTES AND SYMBOL LEGENDS
E-002 ELECTRICAL SYMBOLS AND ABBREVIATIONS
ED-101 DEMOLITION PLAN - FIRST FLOOR CANOPY LIGHTING
E-101 LIGHTING PLAN - FIRST FLOOR EXTERIOR CANOPY
E-132 ROOF PLAN ELECTRICAL
E-400 ELECTRICAL DETAILS
SPECIAL PROVISIONS IV-43
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SPECIAL PROVISION NO. 8
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TEMPORARY FACILITIES
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1. GENERAL DEFINITIONS
A. This section specifies certain minimum temporary facilities to be provided regardless ,
of methods and means selected for performance of the work but not by way of
limitation and not assured for compliance with governing regulations. Use of alternate
temporary facilities may be permitted subject to the Engineer's and Owner's approval
and acceptance.
0
B. Energy Considerations: Administer the use of temporary facilities in a manner
which conserves energy but without delaying work or endangering persons or
property; comply with reasonable requests by the Engineer and Owner. i
�.
C. Costs: Except as otherwise indicated, costs associated with temporary facilities are
the Contractor's. Temporary facilities remain the property and responsibility of the co
Contractor.
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D. Dust Control: Adequate measures shall be taken to prevent the transfer of dust to
other areas of the airport complex.
E. Noise Control: Where work is being conducted in or adjacent to occupied areas, the
Contractor shall make every effort to keep construction noise to a minimum.
F. Fire Protection: In addition to temporary water service for construction and the c
placing of permanent fire protection facilities in operating condition at earliest feasible
date, provide fire extinguishers of types and sizes recommended by NFPA or any
other governing authority or agency.
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Provide Type A extinguishers in field offices and for similar exposures, Type
ABC in construction areas. Locate extinguishers near each entrance.
Prohibit smoking except in marked, non-hazardous areas. Smoking in existing E
premises is prohibited.
G. Environmental Protection: Review exposure to possible environmental problems
with the Engineer and Owner. Establish procedures and discipline among
tradesmen and provide needed facilities which will protect against
environmental problems (pollution of air, water and soil, excessive noise and similar
problems).
SPECIAL PROVISIONS IV-44
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2. TEMPORARY PROTECTION
Provide facilities and services as necessary to effectively protect project from losses and
persons from injury during the course of construction.
The existing utilities shall not be modified for use by the Contractor. Do not interrupt
existing services serving occupied or used facilities except when authorized in writing
by the Owner. Provide temporary services during interruptions to existing utilities as
acceptable to the Owner.
The Contractor shall furnish electrical and water utilities as required and provide temporary
power, telephone and system connections where required by the Owner to continue
operation of existing equipment or systems during construction.
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3. TEMPORARY STAGING/STORAGE AREAS
A. The Contractor may provide a trailer or prototype building field office for his own use. i
The location of the field office or building must be approved by the Engineer and
Owner. All costs for connection to utilities shall be paid for by the Contractor. Water, >_
electric and telephone will be available on site.
co
Equipment not in use during construction, nights and/or holidays shall be parked in areas
designated by the Engineer and Owner. Construction workers' private vehicles shall be cV
parked within the areas.
B. During construction, the Contractor shall maintain these areas in a neat condition.
The Contractor's vehicles, equipment and materials shall be stored in the areas E
designated by the Engineer. Upon completion of the work, the staging and -20
storage areas shall be cleaned up and returned to their original condition to the
satisfaction of the Owner. Remove all construction fencing and barricades from the project
site. No special payment will be made for clean-up and restoration of the storage area.
4-
Personal vehicles will not be permitted beyond the Contractor's parking area. Drivers 00
of vehicles being operated beyond this area shall be subject to loss of permission to enter
the construction site.
C. If additional storage areas are needed, the Contractor may request it from the Engineer.
The request will be reviewed on the basis of what is to be stored and the area needed.
The Contractor shall provide any necessary fencing and/or security.
4. TEMPORARY CONSTRUCTION FACILITIES
A. Access to the work area: Contractor shall provide access to the
Work Area (Means and Methods) prior to construction. This access shall
comply with all governing regulations. Contractor shall obtain a specific
permit for this temporary access if it is required by any regulatory
agency. The cost of the access with all associated permits are the
SPECIAL PROVISIONS IV-45
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Contractor's responsibility.
B. De-watering: Maintain construction work free of water accumulation. Do
not endanger the work or adjacent properties.
C. Miscellaneous Facilities: Provide miscellaneous facilities as needed
including ladders, runways, shoring, scaffolding, railing, bracing, barriers,
closures, platforms, temporary partitions and similar items.
5. TEMPORARY SUPPORT FACILITIES
A. General: Provide facilities and services as may be needed to properly
support the primary construction process and meet governing regulations.
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B. Drinking Water: Provide either pipe-connected potable water fountains or
electric cooled bottled water fountains or insulated potable water
containers in work areas spaced so that personnel at the site will travel no i
more than 300 feet.
C. Toilets: Furnish adequate temporary sanitary facilities within the --
Contractor's staging and storage areas located on the drawings for theco
use of workmen during the entire period of construction. Temporary
facilities shall be furnished at a minimum ratio of one toilet for each 25
workmen or as required by local governing code, whichever is greater.
The toilets shall be portable, chemical type or water-borne type connected to
an approved existing sanitary sewer.
Toilets shall be placed or installed in conformity with local governing code E
requirements and shall be enclosed in a weather-tight, fly-proof building
with a self-closing door. The building shall be tied down to prevent
overturning by wind. Provide standard, roll-type toilet paper holder and a
supply of standard, roll-type toilet tissue.
The premises shall be thoroughly disinfected at least twice each week.
Provide means for locking the door from the outside and keep locked at all
times except during hours that workmen are at the project site.
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SPECIAL PROVISIONS IV-46
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6. TEMPORARY UTILITY SERVICES
A. The Contractor shall coordinate the requirements for temporary utilities
with the Owner and shall install at the Contractor's expense all necessary c
utilities in a safe, acceptable manner. Should leaks, breaks, etc. occur
during installation or use, the Contractor shall immediately notify the
appropriate utility personnel and promptly repair the utility so as to keep
disruption of service to a minimum.
B. The Contractor shall provide temporary wiring if required. All wiring shall meet
all safety requirements of the National Electrical Code, Florida Department of
Commerce, Bureau of Workers' Compensation or local requirements. In
addition, all wire shall be so sized that it is not overloaded according
to the National Electrical Code and all wire used shall be fused to
0
adequately protect that wire according to the Code referred to.
C. The Contractor shall provide all temporary lines and connections from i
existing sources of water as required for the work. The Contractor is
responsible for proper drainage of water used.
D. The Contractor shall furnish all temporary wiring, piping connections and other co
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apparatus that is needed to operate the utilities and shall remove all evidence
of same when work is complete.
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E. The Contractor is responsible for obtaining and paying for all utilities that
he requires at the project site.
7. STAGING, STOCKPILE AND SPOIL AREAS E
The staging area(s) depicted on the plans shall be used to store all idle c
equipment, supplies and construction materials (other than bulk materials such as
aggregate, sand and soil).
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The Contractor may erect and maintain throughout the life of this contract, at his c
expense, a six-foot high fence of chain link fabric around the perimeter of each
staging area used. He may also install vehicle and pedestrian gates as
necessary to provide adequate ingress/egress.
Additionally, the perimeter of any staging area which abuts an active operation
pavement shall be marked with red flashing barricades no more than 50 feet
apart.
Upon completion of all work, remove all construction fencing and barricades from the
project site.
The Contractor's vehicles, equipment and materials shall be stored in the area
designated on the plans. Upon completion of the work, the storage area shall be
cleaned up and returned to its original condition to the satisfaction of the Owner.
SPECIAL PROVISIONS IV-47
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Personal vehicles will not be permitted beyond the Contractor's parking area.
Drivers of vehicles being operated beyond this area shall be subject to loss of
permission to enter the construction site.
0
Equipment not in use during construction, nights and/or holidays will be parked in the
Contractor's staging area. Exceptions will only be approved by the Engineer when
absolutely necessary. Parking of construction workers' private vehicles shall also
be within the staging area construction fence.
Stockpile areas shall be used to store all bulk materials needed for the project and ,
may or may not be fenced at the Contractor's option. However, yellow flashing
barricades shall be installed where potential conflicts with air or ground vehicular traffic
might occur.
Separate stockpiles shall be created for the project construction. Separate
stockpiles shall be created for structural soil and topsoil. Stockpiles shall not penetrate
the FAR Part 77 imaginary surfaces. i
All other waste material, including rubble and debris, shall be removed from the Airport
at the Contractor's expense.
co
No stockpile areas to store all bulk materials for the project are provided. All
material removed by excavation, such as concrete, asphalt or limerock, trash, rubbish
and vegetation shall be transported off the Airport limits when it is taken up. It will not
be stockpiled on Airport property.
The Contractor shall provide all necessary temporary environmental controls as
required by laws, regulations or as directed by the Engineer (including, but not limited
to: hay bales, siltation fence, etc.) to protect the environment from erosion of any
stockpile areas.
The cost for these temporary environmental controls shall be considered
incidental to the project.
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SPECIAL PROVISIONS IV-48
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SPECIAL PROVISIONS IV-49
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SPECIAL PROVISION NO . 9
DEWATERING
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Dewatering operations and any permits necessary to complete any portion of this project,
including but not limited to drainage pipe and structure installation shall be considered incidental to
the bid item for which de-watering may be necessary. All water pumped out of construction areas
shall be discharged through a portable sediment removal/filtration system (dewatering bag) prior to
discharge into a storm sewer inlet.
No separate payment will be made for the cost of dewatering.
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SPECIAL PROVISIONS IV-50
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SPECIAL PROVISION NO . 10
PRECEDENCE OF DOCUMENTS
1. GENERAL. The Bid Documents, Contract, Special Provisions, General
Provisions, Specifications, Plans and all referenced Standards cited in these documents
are essential parts of the contract requirements. A requirement occurring in one is as e®
binding as though occurring in all. They are intended to be complementary to describe and ,
provide for a complete work.
2. ORDER OF PRECEDENCE. In case of conflicts within the above-mentioned documents,
the order of precedence shall be as follows:
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A. Bid Documents (Division ()(including any and all Addenda)
i
B. Contract (Division I I)
C. Special Provisions (Division IV)
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D. Technical Specifications (Division V)
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E. General Provisions (Division III)
F. Plans (large scale detail drawings over smaller scale general drawings)
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SPECIAL PROVISIONS IV-52
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SPECIAL PROVISIONS IV-53
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SPECIAL PROVISION NO. 11
FINAL PAY REQUESTS AND RELATED FORMS
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In addition to the requirements for payments (Partial and Final) stipulated in General Provisions
(Division III) Section 90 MEASUREMENT AND PAYMENT and in Special Provision No. 1
PROJECT GENERAL REQUIREMENTS Section 25 (Division IV).
All pay requests shall be prepared by the Contractor within the time frames stipulated in the
County Procedures unless otherwise approved by the Engineer and Owner.
0
Pay Requests and related forms shall be submitted in one (1) original and one (1) copy to the
Engineer, unless otherwise instructed by him. Contractor shall use Monroe County i
Application for Payment form which will be provided to contractors at the pre-construction meeting,
and shall provide related forms from the American Institute of Architects, such as:
E Change Order (Form G-701) co
E Certificate of Substantial Completion (Form G-704)
E Contractor's Affidavit of Payment of Debts and Claims (Form G-706)
E Contractor's Affidavit of Release of Liens (Form G-706A) cv
E Consent of Surety to Final Payment (Form G-707)
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SPECIAL PROVISIONS IV-54
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SPECIAL PROVISIONS IV-55
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Bid Documents
Project Manual - Volume 2
TECHNICAL SPECIFICATIONS
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Prepared for:
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THE MONROE COUNTY
BOARD OF COUNTY COMMISSIONERS
Ms. Michelle Coldiron, District 2 Mayor Pro Tem
Ms. Heather Carruthers, District 3 Mayor
Mr. Craig Cates, District 1 Commissioner
Mr. David Rice, District 4 Commissioner
Ms. Sylvia Murphy, District 5 Commissioner
Prepared by:
JACOBS
3150 SW 38th Ave., Suite 700
Miami, FL 33146
305.441 .1864
November 2020
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SECTION 000010— TABLE OF CONTENTS
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VOLUME 1 -BIDDING REQUIREMENTS AND CONTRACT FORMS c
Division I—Bid Documents
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Division II- Contract
Division III - General Provisions
Division IV- Special Provisions
VOLUME 2 - TECHNICAL SPECIFICATIONS
Division 01 General Requirements
i
. 011000 Summary
. 012100 Allowances
. 012500 Substitution Procedures co
. 012600 Contract Modification Procedures
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. 012900 Payment Procedures N
. 013100 Project Management and Coordination
013200 Construction Progress Documentation N
. 013233 Photographic Documentation E
. 013300 Submittal Procedures c
. 013516 Alteration Project Procedures
. 014000 Quality Requirements
. 014200 References
. 015000 Temporary Facilities and Controls
. 016000 Product Requirements
017300 Execution
. 017419 Construction Waste Management and Disposal
. 017700 Closeout Procedures
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. 017823 Operation and Maintenance Data
. 017839 Project Record Documents
. 017900 Demonstration and Training
TABLE OF CONTENTS 000010 - 1
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Division 02 Existing Conditions
• 024119 Selective Demolition
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Division 06 Wood,Plastics, and Composites
061000 Rough Carpentry
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Division 07 Thermal and Moisture Protection
• 072100 Thermal Insulation
074113.16 Standing-Seam Metal Roof Panels
• 075216 Styrene-Butadiene-Styrene (SBS) Modified Bituminous Membrane Roofing
075720 Polyurethane Elastomeric Coating System
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076200 Sheet Metal Flashing and Trim
077200 Roof Accessories i
• 078413 Penetration Firestopping
078443 Joint Firestopping
079200 Joint Sealants
Division 09 Finishes cv
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• 092216 Non-Structural Metal Framing
092400 Cement Plastering
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092900 Gypsum Board m
• 099113 Exterior Painting 2
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Division 13 Special Construction
• 133100 Fabric Shade Structures
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Division 26 Electrical c
260519 Low-Voltage Electrical Power Conductors and Cables
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• 260526 Grounding and Bonding for Electrical Systems
260533 Raceways and Boxes for Electrical Systems
260553 Identification for Electrical Systems
• 264113 Lightning Protection for Structures
265619 LED Exterior Lighting
TABLE OF CONTENTS 000010 -2
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'SECTION 011000 - SUMMARY
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PART I - GENERAL
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1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY
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A. Section Includes:
1. Project information. i
2. Work covered by Contract Documents.
3. Phased construction.
4. Work by Owner. W
5. Future work. co
6. Purchase contracts.
7. Owner-furnished products. N
8. Contractor-furnished, Owner-installed products. CD
9. Access to site.
10. Coordination with occupants. z
11. Work restrictions. E-
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12. Specification and drawing conventions. a)
13. Miscellaneous provisions. :5
6
B. Related Requirements: >
1. Section 015000 "Temporary Facilities and Controls" for limitations and procedures
governing temporary use of Owner's facilities. 0
0
1.3 PROJECT INFORMATION
E
A. Project Identification: Florida Keys Marathon International Airport, Monroe County, Hurricane
Repairs
1. Project Location: 9400 Overseas Highway, Marathon, FL 33050
a�
B. Owner: Monroe County
1. Owner's Representative: Erick D'Leon, 9400 Overseas Highway, Suite 200, Marathon,
FL 33050. 305.809.5209. Dleon-EricknMonroeCounty-FL.Gov
SUMMARY 011000 - 1
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C. Architect: Jacobs Engineering Group, Inc., 3150 S.W. 38th Avenue, Suite 700, Miami, FL
33146. Kevin Regalado, AIA, 305.392.2453,kevin.regalado@jacobs.com
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1.4 WORK COVERED BY CONTRACT DOCUMENTS
A. The Work of Project is defined by the Contract Documents and consists of the following:
1. Hurricane Repairs for the existing Terminal Building -New Roof and associated exterior
areas.
B. Type of Contract:
1. Project will be constructed under a single prime contract.
0
1.5 PHASED CONSTRUCTION
i
A. The Work shall be conducted in phases, with each phase substantially complete as indicated on
the contract documents.
B. Before commencing Work of each phase, submit an updated copy of Contractor's construction co
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schedule showing the sequence, commencement and completion dates for all phases of the
Work.
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1.6 ACCESS TO SITE
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A. General: Contractor shall have limited use of Project site for construction operations as
indicated on Drawings by the Contract limits and as indicated by requirements of this Section. E
6
B. Use of Site: Limit use of Project site to work in areas indicated. Do not disturb portions of >
Project site beyond areas in which the Work is indicated.
1. Driveways, Walkways and Entrances: Keep driveways and entrances serving premises
clear and available to Owner, Owner's employees, and emergency vehicles at all times.
Do not use these areas for parking or storage of materials. 0
a. Schedule deliveries to minimize use of driveways and entrances by construction
operations.
b. Schedule deliveries to minimize space and time requirements for storage of
materials and equipment on-site.
C. Condition of Existing Building: Maintain portions of existing building affected by construction
operations in a weathertight condition throughout construction period. Repair damage caused by E
construction operations.
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1.7 COORDINATION WITH OCCUPANTS
A. Full Owner Occupancy: Owner will occupy site and existing building(s) during entire
construction period. Cooperate with Owner during construction operations to minimize conflicts
and facilitate Owner usage. Perform the Work so as not to interfere with Owner's day-to-day
operations. Maintain existing exits unless otherwise indicated.
E
1. Maintain access to existing walkways, corridors, and other adjacent occupied or used
facilities. Do not close or obstruct walkways, corridors, or other occupied or used
facilities without written permission from Owner and approval of authorities having
jurisdiction.
2. Notify Owner not less than 72 hours in advance of activities that will affect Owner's
operations.
B. Partial Owner Occupancy: Owner will occupy the premises during entire construction period,
with the exception of areas under construction. Cooperate with Owner during construction
operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to
interfere with Owner's operations. Maintain existing exits unless otherwise indicated.
1. Maintain access to existing walkways, corridors, and other adjacent occupied or used >-
facilities. Do not close or obstruct walkways, corridors, or other occupied or used W
facilities without written permission from Owner and authorities having jurisdiction. co
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2. Provide not less than 72 hours' notice to Owner of activities that will affect Owner's
operations.
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C. Owner Limited Occupancy of Completed Areas of Construction: Owner reserves the right to
occupy and to place and install equipment in completed portions of the Work, prior to z
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Substantial Completion of the Work, provided such occupancy does not interfere with N
completion of the Work. Such placement of equipment and limited occupancy shall not
constitute acceptance of the total Work. �
0
1. Architect will prepare a Certificate of Substantial Completion for each specific portion of
the Work to be occupied prior to Owner acceptance of the completed Work.
2. Before limited Owner occupancy, mechanical and electrical systems shall be fully
operational, and required tests and inspections shall be successfully completed. On 0
0
occupancy, Owner will operate and maintain mechanical and electrical systems serving
occupied portions of Work.
3. On occupancy, Owner will assume responsibility for maintenance and custodial service
for occupied portions of Work.
1.8 WORK RESTRICTIONS
A. Work Restrictions, General: Comply with restrictions on construction operations.
1. Comply with limitations on use of public streets and with other requirements of
authorities having jurisdiction.
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B. On-Site Work Hours: Limit work in the existing building to normal business working hours of
7:00 a.m. to 5:00 p.m., Monday through Friday,unless otherwise indicated.
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C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or c
others unless permitted under the following conditions and then only after providing temporary
utility services according to requirements indicated:
E
1. Notify Owner not less than two days in advance of proposed utility interruptions.
2. Obtain Owner's written permission before proceeding with utility interruptions.
D. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and -a
vibration, odors, or other disruption to Owner occupancy with Owner.
1. Notify Owner not less than two days in advance of proposed disruptive operations.
2. Obtain Owner's written permission before proceeding with disruptive operations. 0
E. Controlled Substances: Use of tobacco products and other controlled substances on Project site 2
is not permitted.
F. Employee Identification: Provide identification tags for Contractor personnel working on
Project site. Require personnel to use identification tags at all times. co
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G. Employee Screening: Comply with Owner's requirements for drug and background screening of
Contractor personnel working on Project site.
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1. Maintain list of approved screened personnel with Owner.
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1.9 SPECIFICATION AND DRAWING CONVENTIONS W
A. Specification Content: The Specifications use certain conventions for the style of language and 0
the intended meaning of certain terms, words, and phrases when used in particular situations. >
These conventions are as follows:
1. Imperative mood and streamlined language are generally used in the Specifications. The 0
words "shall," "shall be," or "shall comply with," depending on the context, are implied
where a colon ()is used within a sentence or phrase.
2. Specification requirements are to be performed by Contractor unless specifically stated
otherwise.
B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work
of all Sections in the Specifications.
C. Drawing Coordination: Requirements for materials and products identified on Drawings are
described in detail in the Specifications. One or more of the following are used on Drawings to
identify materials and products:
1. Terminology: Materials and products are identified by the typical generic terms used in
the individual Specifications Sections.
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2. Abbreviations: Materials and products are identified by abbreviations published as part of
the U.S.National CAD Standard and scheduled on Drawings.
3. Keynoting: Materials and products are identified by reference keynotes referencing
Specification Section numbers found in this Project Manual. c
PART 2 -PRODUCTS (Not Used)
PART 3 - EXECUTION(Not Used)
END OF SECTION 011000
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SUMMARY 011000 - 5
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SECTION 012100 - ALLOWANCES
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PART I - GENERAL
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1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY
0
A. Section includes administrative and procedural requirements governing allowances.
1. Certain items are specified in the Contract Documents by allowances. Allowances have i
been established in lieu of additional requirements and to defer selection of actual r`
materials and equipment to a later date when direction will be provided to Contractor. If
necessary, additional requirements will be issued by Change Order. w
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B. Types of allowances include the following:
1. Contingency allowances.
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2. Testing and inspecting allowances. N
3. Permitting allowances.
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C. Related Requirements:
1. Section 014000 "Quality Requirements" for procedures governing the use of allowances
for testing and inspecting. E
6
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 c
to avoid delaying the Work.
B. At Architect's request, obtain proposals for each allowance for use in making final selections.
Include recommendations that are relevant to performing the Work. e®
C. Purchase products and systems selected by Architect from the designated supplier.
1.4 ACTION SUBMITTALS
A. Submit proposals for purchase of products or systems included in allowances, in the form
specified for Change Orders.
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1.5 INFORMATIONAL SUBMITTALS
A. Submit invoices or delivery slips to show actual quantities of materials delivered to the site for
use in fulfillment of each allowance. c
B. Submit time sheets and other documentation to show labor time and cost for installation of
allowance items that include installation as part of the allowance.
C. Coordinate and process submittals for allowance items in same manner as for other portions of
the Work.
1.6 COORDINATION
A. Coordinate allowance items with other portions of the Work. Furnish templates as required to c
coordinate installation.
i
1.7 CONTINGENCY ALLOWANCES
A. Use the contingency allowance only as directed by Architect for Owner's purposes and only by
Change Orders that indicate amounts to be charged to the allowance. co
B. Contractor's overhead, profit, and related costs for products and equipment ordered by Owner N
under the contingency allowance are included in the allowance and are not part of the Contract CD
Sum. These costs include delivery, installation, taxes, insurance, equipment rental, and similar
e(
costs.
C. Change Orders authorizing use of funds from the contingency allowance will include
Contractor's related costs and reasonable overhead and profit margins. E
6
D. At Project closeout, credit unused amounts remaining in the contingency allowance to Owner >
by Change Order.
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1.8 TESTING AND INSPECTING ALLOWANCES c
A. Testing and inspecting allowances include the cost of engaging testing agencies, actual tests and
inspections, and reporting results.
B. The allowance does not include incidental labor required to assist the testing agency or costs for
retesting if previous tests and inspections result in failure. The cost for incidental labor to assist
the testing agency shall be included in the Contract Sum.
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C. Costs of services not required by the Contract Documents are not included in the allowance.
D. At Project closeout, credit unused amounts remaining in the testing and inspecting allowance to
Owner by Change Order.
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1.9 PERMITTING ALLOWANCES
A. Permitting allowances include the cost of the permits as required by the authority having
jurisdiction and their associated departments.
B. The allowance does not include incidental labor required to process/expedite the plans through
the required authority having jurisdictions. The cost for incidental labor to process/expedite the
plans shall be included in the Contract Sum.
C. At Project closeout, credit unused amounts remaining in the permitting allowance to Owner by
Change Order.
1.10 ADJUSTMENT OF ALLOWANCES
0
A. Allowance Adjustment: To adjust allowance amounts, prepare a Change Order proposal based
on the difference between purchase amount and the allowance, multiplied by final measurement
of work-in-place where applicable. If applicable, include reasonable allowances for cutting i
losses,tolerances, mixing wastes,normal product imperfections, and similar margins.
1. Include installation costs in purchase amount only where indicated as part of the
allowance. co
2. If requested, prepare explanation and documentation to substantiate distribution of
overhead costs and other margins claimed. N
3. Submit substantiation of a change in scope of work, if any, claimed in Change Orders c�
related to unit-cost allowances.
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4. Owner reserves the right to establish the quantity of work-in-place by independent
quantity survey, measure, or count. N
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B. Submit claims for increased costs because of a change in scope or nature of the allowance
described in the Contract Documents, whether for the purchase order amount or Contractor's c
handling, labor,installation, overhead, and profit.
1. Do not include Contractor's or subcontractor's indirect expense in the Change Order cost
amount unless it is clearly shown that the nature or extent of work has changed from what 0
could have been foreseen from information in the Contract Documents.
2. No change to Contractor's indirect expense is permitted for selection of higher- or lower-
priced materials or systems of the same scope and nature as originally indicated.
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PART 2 -PRODUCTS (Not Used)
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PART 3 - EXECUTION c
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 0
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installations to ensure that each allowance item is completely integrated and interfaced with
related work.
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3.3 SCHEDULE OF ALLOWANCES
A. Allowance No. 1: Contingency Allowance: Include a contingency allowance of$80,000.00 for co
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use according to Owner's written instructions.
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B. Allowance No. 2: Testing and Inspection Allowance: Include the sum of$5,000.00 for testing. N
C. Allowance No. 3: Permitting Allowance: Include the sum of$40,000.00 for permit costs.
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END OF SECTION 012100
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SECTION 012500 - SUBSTITUTION PROCEDURES
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PART I - GENERAL
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1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY
0
A. Section includes administrative and procedural requirements for substitutions.
B. Related Requirements: i
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1. Section 012100 "Allowances" for products selected under an allowance.
2. Section 016000 "Product Requirements" for requirements for submitting comparable W
product submittals for products by listed manufacturers. co
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1.3 DEFINITIONS `CD
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A. Substitutions: Changes in products, materials, equipment, and methods of construction from
those required by the Contract Documents and proposed by Contractor. M
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1. Substitutions for Cause: Changes proposed by Contractor that are required due to
changed Project conditions, such as unavailability of product, regulatory changes, or 2
unavailability of required warranty terms. >
2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not
required in order to meet other Project requirements but may offer advantage to
Contractor or Owner.
0
1.4 ACTION SUBMITTALS
E
A. Substitution Requests: Submit three copies of each request for consideration. Identify product or
fabrication or installation method to be replaced. Include Specification Section number and title
and Drawing numbers and titles.
1. Substitution Request Form: Use CSI Form 13.1A.
2. Documentation: Show compliance with requirements for substitutions and the following,
as applicable:
a. Statement indicating why specified product or fabrication or installation cannot be
provided,if applicable.
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b. Coordination information, including a list of changes or revisions needed to other
parts of the Work and to construction performed by Owner and separate
contractors, that will be necessary to accommodate proposed substitution. 0
C. Detailed comparison of significant qualities of proposed substitution with those of
the Work specified. Include annotated copy of applicable Specification Section.
Significant qualities may include attributes such as performance, weight, size,
durability, visual effect sustainable design characteristics warranties and specific
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features and requirements indicated. Indicate deviations, if any, from the Work
specified.
d. Product Data, including drawings and descriptions of products and fabrication and ,
installation procedures.
e. Samples,where applicable or requested.
f. Certificates and qualification data,where applicable or requested.
g. List of similar installations for completed projects with project names and
addresses and names and addresses of architects and owners. c
h. Material test reports from a qualified testing agency indicating and interpreting test
results for compliance with requirements indicated.
i. Research reports evidencing compliance with building code in effect for Project.
j. Detailed comparison of Contractor's construction schedule using proposed
substitution with products specified for the Work, including effect on the overall >-
Contract Time. If specified product or method of construction cannot be provided `-
co
within the Contract Time, include letter from manufacturer, on manufacturer's
letterhead, stating date of receipt of purchase order, lack of availability, or delays
in delivery. C44
k. Cost information,including a proposal of change,if any,in the Contract Sum.
1. Contractor's certification that proposed substitution complies with requirements in
the Contract Documents except as indicated in substitution request, is compatible M
with related materials, and is appropriate for applications indicated. N
in. Contractor's waiver of rights to additional payment or time that may subsequently E
become necessary because of failure of proposed substitution to produce indicated 2
0
results.
3. Architect's Action: If necessary, Architect will request additional information or a,
documentation for evaluation within seven days of receipt of a request for substitution.
Architect will notify Contractor of acceptance or rejection of proposed substitution within 0
15 days of receipt of request, or seven days of receipt of additional information or
documentation,whichever is later.
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a. Forms of Acceptance: Change Order, Construction Change Directive, or
Architect's Supplemental Instructions for minor changes in the Work.
b. Use product specified if Architect does not issue a decision on use of a proposed
substitution within time allocated.
1.5 QUALITY ASSURANCE
A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution
with related products and materials. Engage a qualified testing agency to perform compatibility
tests recommended by manufacturers.
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1.6 PROCEDURES
A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved
substitutions. c
PART2 - PRODUCTS
2.1 SUBSTITUTIONS
A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for
change, but not later than 15 days prior to time required for preparation and review of related
submittals.
0
1. Conditions: Architect will consider Contractor's request for substitution when the
following conditions are satisfied. If the following conditions are not satisfied, Architect
will return requests without action, except to record noncompliance with these i
requirements:
a. Requested substitution is consistent with the Contract Documents and will produce
indicated results. ot�
b. Substitution request is fully documented and properly submitted.
C. Requested substitution will not adversely affect Contractor's construction schedule. N
d. Requested substitution has received necessary approvals of authorities having CD
jurisdiction.
e. Requested substitution is compatible with other portions of the Work. _
f. Requested substitution has been coordinated with other portions of the Work. N
g. Requested substitution provides specified warranty. a�
h. If requested substitution involves more than one contractor, requested substitution :5
has been coordinated with other portions of the Work, is uniform and consistent, is c
compatible with other products, and is acceptable to all contractors involved.
B. Substitutions for Convenience: Not allowed.
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PART 3 - EXECUTION(Not Used)
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END OF SECTION 012500
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SECTION 012600 - CONTRACT MODIFICATION PROCEDURES
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PART 1 - GENERAL
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1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section. .�
1.2 SUMMARY
0
A. Section includes administrative and procedural requirements for handling and processing S
Contract modifications.
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B. Related Requirements: r�
1. Section 012500 "Substitution Procedures" for administrative procedures for handling
requests for substitutions made after the Contract award. co
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1.3 MINOR CHANGES IN THE WORK `CD
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A. Architect will issue supplemental instructions authorizing minor changes in the Work, not
involving adjustment to the Contract Sum or the Contract Time, on AIA Document G710, M
"Architect's Supplemental Instructions." m
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1.4 PROPOSAL REQUESTS
A. Owner-Initiated Proposal Requests: Architect will issue a detailed description of proposed W
changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If „-
necessary, the description will include supplemental or revised Drawings and Specifications. 0
1. Work Change Proposal Requests issued by Architect are not instructions either to stop
work in progress or to execute the proposed change. E
2. Within time specified in Proposal Request or 20 days,when not otherwise specified, after
receipt of Proposal Request, submit a quotation estimating cost adjustments to the
Contract Sum and the Contract Time necessary to execute the change.
a. Include a list of quantities of products required or eliminated and unit costs, with
total amount of purchases and credits to be made. If requested, furnish survey data
to substantiate quantities.
b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade
discounts.
C. Include costs of labor and supervision directly attributable to the change.
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d. Include an updated Contractor's construction schedule that indicates the effect of
the change, including, but not limited to, changes in activity duration, start and
finish times, and activity relationship.Use available total float before requesting an
extension of the Contract Time. c
e. Quotation Form: Use forms acceptable to Architect.
B. Contractor-Initiated Proposals: If latent or changed conditions require modifications to the
Contract, Contractor may initiate a claim by submitting a request for a change to Architect.
1. Include a statement outlining reasons for the change and the effect of the change on the
Work. Provide a complete description of the proposed change. Indicate the effect of the -a
proposed change on the Contract Sum and the Contract Time.
2. Include a list of quantities of products required or eliminated and unit costs, with total
amount of purchases and credits to be made. If requested, furnish survey data to
substantiate quantities. 0
3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade
discounts.
4. Include costs of labor and supervision directly attributable to the change.
5. Include an updated Contractor's construction schedule that indicates the effect of the
change, including, but not limited to, changes in activity duration, start and finish times,
and activity relationship. Use available total float before requesting an extension of the !i
Contract Time. °o
6. Comply with requirements in Section 012500 "Substitution Procedures" if the proposed
change requires substitution of one product or system for product or system specified.
7. Proposal Request Form: Use form acceptable to Architect. N
1.5 ADMINISTRATIVE CHANGE ORDERS N
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A. Allowance Adjustment: See Section 012100 "Allowances" for administrative procedures for :5
preparation of Change Order Proposal for adjusting the Contract Sum to reflect actual costs of c
allowances.
1.6 CHANGE ORDER PROCEDURES 0
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A. On Owner's approval of a Work Changes Proposal Request, Architect will issue a Change Order MI
for signatures of Owner and Contractor on AIA Document G701. S
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1.7 CONSTRUCTION CHANGE DIRECTIVE
A. Construction Change Directive: Architect may issue a Construction Change Directive on
AIA Document G714. Construction Change Directive instructs Contractor to proceed with a E
change in the Work, for subsequent inclusion in a Change Order.
1. Construction Change Directive contains a complete description of change in the Work. It
also designates method to be followed to determine change in the Contract Sum or the
Contract Time.
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B. Documentation: Maintain detailed records on a time and material basis of work required by the
Construction Change Directive.
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1. After completion of change, submit an itemized account and supporting data necessary to c
substantiate cost and time adjustments to the Contract.
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PART 2 -PRODUCTS (Not Used)
PART 3 - EXECUTION(Not Used) -�
END OF SECTION 012600 :2
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SECTION 012900 -PAYMENT PROCEDURES
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PART I - GENERAL
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1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY
0
A. Section includes administrative and procedural requirements necessary to prepare and process
Applications for Payment.
i
B. Related Requirements:
1. Section 012100 "Allowances" for procedural requirements governing the handling and
processing of allowances. co
2. Section 012600 "Contract Modification Procedures" for administrative procedures for
handling changes to the Contract. N
3. Section 013200 "Construction Progress Documentation" for administrative requirements N
governing the preparation and submittal of the Contractor's construction schedule.
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1.3 DEFINITIONS
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A. Schedule of Values: A statement furnished by Contractor allocating portions of the Contract 0
Sum to various portions of the Work and used as the basis for reviewing Contractor's >
Applications for Payment.
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1.4 SCHEDULE OF VALUES c
A. Coordination: Coordinate preparation of the schedule of values with preparation of Contractor's
construction schedule. E
1. Coordinate line items in the schedule of values with other required administrative forms
and schedules,including the following:
a. Application for Payment forms with continuation sheets.
b. Submittal schedule.
C. Items required to be indicated as separate activities in Contractor's construction
schedule.
2. Submit the schedule of values to Architect at earliest possible date, but no later than
seven days before the date scheduled for submittal of initial Applications for Payment.
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3. Subschedules for Phased Work: Where the Work is separated into phases requiring
separately phased payments, provide subschedules showing values coordinated with each
phase of payment.
4. Subschedules for Separate Elements of Work: Where the Contractor's construction c
schedule defines separate elements of the Work, provide subschedules showing values
coordinated with each element.
5. Subschedules for Separate Design Contracts: Where the Owner has retained design
professionals under separate contracts who will each provide certification of payment
requests, provide subschedules showing values coordinated with the scope of each design e®
services contract as described in Section 011000 "Summary." ,
B. Format and Content: Use Project Manual table of contents as a guide to establish line items for
the schedule of values. Provide at least one line item for each Specification Section.
1. Identification: Include the following Project identification on the schedule of values: c
a. Project name and location.
b. Name of Architect.
C. Architect's project number.
d. Contractor's name and address. >-
e. Date of submittal.
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2. Arrange schedule of values consistent with format of AIA Document G703.
3. Arrange the schedule of values in tabular form with separate columns to indicate the c44
CD
following for each item listed: N
a. Related Specification Section or Division.
b. Description of the Work.
C. Name of subcontractor.
d. Name of manufacturer or fabricator.
e. Name of supplier. c
f. Change Orders (numbers)that affect value.
g. Dollar value of the following, as a percentage of the Contract Sum to nearest one-
hundredth percent, adjusted to total 100 percent.
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0
1) Labor. _
2) Materials.
3) Equipment.
4. Provide a breakdown of the Contract Sum in enough detail to facilitate continued
evaluation of Applications for Payment and progress reports. Coordinate with Project
Manual table of contents. Provide multiple line items for principal subcontract amounts F
in excess of five percent of the Contract Sum.
E
a. Include separate line items under Contractor and principal subcontracts for Project
closeout requirements in an amount totaling five percent of the Contract Sum and
subcontract amount.
5. Round amounts to nearest whole dollar; total shall equal the Contract Sum.
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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.
0
a. Differentiate between items stored on-site and items stored off-site. If required,
include evidence of insurance.
E
7. Provide separate line items in the schedule of values for initial cost of materials, for each
subsequent stage of completion, and for total installed value of that part of the Work.
8. Allowances: Provide a separate line item in the schedule of values for each allowance.
Show line-item value of unit-cost allowances, as a product of the unit cost, multiplied by
measured quantity. Use information indicated in the Contract Documents to determine
quantities.
9. Purchase Contracts: Provide a separate line item in the schedule of values for each
purchase contract. Show line-item value of purchase contract. Indicate owner payments c
or deposits,if any, and balance to be paid by Contractor.
10. Each item in the schedule of values and Applications for Payment shall be complete.
Include total cost and proportionate share of general overhead and profit for each item.
a. Temporary facilities and other major cost items that are not direct cost of actual >-
work-in-place may be shown either as separate line items in the schedule of values �--
or distributed as general overhead expense, at Contractor's option.
11. Schedule Updating: Update and resubmit the schedule of values before the next N
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Applications for Payment when Change Orders or Construction Change Directives result N
in a change in the Contract Sum. e(
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1.5 APPLICATIONS FOR PAYMENT W
A. Each Application for Payment following the initial Application for Payment shall be consistent c
with previous applications and payments as certified by Architect and paid for by Owner.
1. Initial Application for Payment, Application for Payment at time of Substantial
Completion, and final Application for Payment involve additional requirements. 0
W
B. Payment Application Times: Submit Application for Payment to Architect by the 15th of the
month. The period covered by each Application for Payment is one month, ending on the last E
day of the month.
I. Submit draft copy of Application for Payment seven days prior to due date for review by
Architect.
C. Application for Payment Forms: Use forms acceptable to Architect and Owner for Applications
for Payment. Submit forms for approval with initial submittal of schedule of values.
D. Application Preparation: Complete every entry on form. Notarize and execute by a person
authorized to sign legal documents on behalf of Contractor. Architect will return incomplete
applications without action.
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1. Entries shall match data on the schedule of values and Contractor's construction schedule.
Use updated schedules if revisions were made.
2. Include amounts for work completed following previous Application for Payment,
whether or not payment has been received. Include only amounts for work completed at c
time of Application for Payment.
3. Include amounts of Change Orders and Construction Change Directives issued before last
dayof construction period covered b application.
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4. Indicate separate amounts for work being carried out under Owner-requested project
acceleration. e®
E. Stored Materials: Include in Application for Payment amounts applied for materials or
equipment purchased or fabricated and stored,but not yet installed. Differentiate between items
stored on-site and items stored off-site.
1. Provide certificate of insurance, evidence of transfer of title to Owner, and consent of c
surety to payment, for stored materials.
2. Provide supporting documentation that verifies amount requested, such as paid invoices.
Match amount requested with amounts indicated on documentation; do not include i
overhead and profit on stored materials.
3. Provide summary documentation for stored materials indicating the following: >-
a. Value of materials previously stored and remaining stored as of date of previous `o
Applications for Payment.
b. Value of previously stored materials put in place after date of previous Application cv
for Payment and on or before date of current Application for Payment. N
C. Value of materials stored since date of previous Application for Payment and
remaining stored as of date of current Application for Payment.
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F. Transmittal: Submit three signed and notarized original copies of each Application for Payment W
to Architect by a method ensuring receipt within 24 hours. One copy shall include waivers of 2
lien and similar attachments if required. c
1. Transmit each copy with a transmittal form listing attachments and recording appropriate
information about application.
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G. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's
liens from subcontractors, sub-subcontractors, and suppliers for construction period covered by
the previous application.
1. Submit partial waivers on each item for amount requested in previous application, after
deduction for retainage, on each item.
2. When an application shows completion of an item, submit conditional final or full
waivers.
3. Owner reserves the right to designate which entities involved in the Work must submit
waivers.
4. Submit final Application for Payment with or preceded by conditional final waivers from
every entity involved with performance of the Work covered by the application who is
lawfully entitled to a lien.
5. Waiver Forms: Submit executed waivers of lien on forms, acceptable to Owner.
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H. Initial Application for Payment: Administrative actions and submittals that must precede or
coincide with submittal of first Application for Payment include the following:
c
1. List of subcontractors. c
2. Schedule of values.
3. Sustainable design submittal for project materials cost data.
4. Contractor's construction schedule (preliminary if not final).
5. Combined Contractor's construction schedule (preliminary if not final) incorporating
Work of multiple contracts,with indication of acceptance of schedule by each Contractor.
6. Products list(preliminary if not final).
7. Sustainable design action plans.
8. Schedule of unit prices.
9. Submittal schedule (preliminary if not final).
10. List of Contractor's staff assignments.
11. List of Contractor's principal consultants. 0
12. Copies of building permits.
13. Copies of authorizations and licenses from authorities having jurisdiction for
performance of the Work.
14. Initial progress report.
15. Report of preconstruction conference. w
16. Certificates of insurance and insurance policies. `-
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17. Performance and payment bonds.
18. Data needed to acquire Owner's insurance.
N
I. Application for Payment at Substantial Completion: After Architect issues the Certificate of N
Substantial Completion, submit an Application for Payment showing 100 percent completion et
for portion of the Work claimed as substantially complete.
N
1. Include documentation supporting claim that the Work is substantially complete and a
statement showing an accounting of changes to the Contract Sum. 2
2. This application shall reflect Certificate(s) of Substantial Completion issued previously >
for Owner occupancy of designated portions of the Work.
J. Final Payment Application: After completing Project closeout requirements, submit final ,
Application for Payment with releases and supporting documentation not previously submitted 0
and accepted,including,but not limited,to the following:
I. Evidence of completion of Project closeout requirements.
2. Insurance certificates for products and completed operations where required and proof
that taxes, fees, and similar obligations were paid.
3. Updated final statement, accounting for final changes to the Contract Sum.
4. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims."
5. AIA Document G706A, "Contractor's Affidavit of Release of Liens."
6. AIA Document G707, "Consent of Surety to Final Payment."
7. Evidence that claims have been settled.
8. Final meter readings for utilities, a measured record of stored fuel, and similar data as of <
date of Substantial Completion or when Owner took possession of and assumed
responsibility for corresponding elements of the Work.
9. Final liquidated damages settlement statement.
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PART 2 -PRODUCTS (Not Used)
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PART 3 - EXECUTION(Not Used) c
END OF SECTION 012900
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SECTION 013100 -PROJECT MANAGEMENT AND COORDINATION
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PART I - GENERAL
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1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY
0
A. Section includes administrative provisions for coordinating construction operations on Project
including,but not limited to, the following:
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1. General coordination procedures.
2. Coordination drawings.
3. Requests for Information(RFIs).
4. Project Web site. co
5. Project meetings.
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B. Each contractor shall participate in coordination requirements. Certain areas of responsibility N
are assigned to a specific contractor.
C. Related Requirements:
1. Section 013200 "Construction Progress Documentation" for preparing and submitting W
Contractor's construction schedule. E
2. Section 017300 "Execution" for procedures for coordinating general installation and 0
field-engineering services, including establishment of benchmarks and control points. >
3. Section 017700 "Closeout Procedures" for coordinating closeout of the Contract.
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1.3 DEFINITIONS c
A. RFI: Request from Owner, Architect, or Contractor seeking information required by or
clarifications of the Contract Documents.
1.4 INFORMATIONAL SUBMITTALS
A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each m
portion of the Work, including those who are to furnish products or equipment fabricated to a
special design. Include the following information in tabular form:
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1. Name, address, and telephone number of entity performing subcontract or supplying
products.
2. Number and title of related Specification S ection(s) covered by subcontract.
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3. Drawing number and detail references, as appropriate, covered by subcontract.
B. Key Personnel Names: Within 15 days of starting construction operations, submit a list of key
personnel assignments, including superintendent and other personnel in attendance at Project 0
site. Identify individuals and their duties and responsibilities; list addresses and telephone
numbers, including home, office, and cellular telephone numbers and e-mail addresses. Provide
names, addresses, and telephone numbers of individuals assigned as alternates in the absence of
individuals assigned to Project.
1. Post copies of list in project meeting room, in temporary field office and by each
temporary telephone. Keep list current at all times.
1.5 GENERAL COORDINATION PROCEDURES
0
A. Coordination: Coordinate construction operations included in different Sections of the 1-
Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate
construction operations, included in different Sections, that depend on each other for proper
installation, connection, and operation.
1. Schedule construction operations in sequence required to obtain the best results where W
installation of one part of the Work depends on installation of other components, before
or after its own installation.
2. Coordinate installation of different components to ensure maximum performance and ci
accessibility for required maintenance, service, and repair. c�
3. Make adequate provisions to accommodate items scheduled for later installation.
B. Prepare memoranda for distribution to each party involved, outlining special procedures N
required for coordination. Include such items as required notices,reports, and list of attendees at
meetings. :5
6
1. Prepare similar memoranda for Owner and separate contractors if coordination of their
Work is required.
C. Administrative Procedures: Coordinate scheduling and timing of required administrative 0
procedures with other construction activities and activities of other contractors to avoid conflicts W
and to ensure orderly progress of the Work. Such administrative activities include, but are not
limited to, the following:
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1. Preparation of Contractor's construction schedule.
2. Preparation of the schedule of values.
3. Installation and removal of temporary facilities and controls.
4. Delivery and processing of submittals.
5. Progress meetings.
6. Preinstallation conferences.
7. Project closeout activities.
8. Startup and adjustment of systems.
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D. Conservation: Coordinate construction activities to ensure that operations are carried out with
consideration given to conservation of energy, water, and materials. Coordinate use of
temporary utilities to minimize waste.
0
1. Salvage materials and equipment involved in performance of, but not actually
incorporated into, the Work. See other Sections for disposition of salvaged materials that
are designated as Owner's property.
1.6 COORDINATION DRAWINGS
A. Coordination Drawings, General: Prepare coordination drawings according to requirements in
individual Sections, and additionally where installation is not completely shown on Shop
Drawings, where limited space availability necessitates coordination, or if coordination is
required to facilitate integration of products and materials fabricated or installed by more than 0
one entity.
1. Content: Project-specific information, drawn accurately to a scale large enough to
indicate and resolve conflicts. Do not base coordination drawings on standard printed
data. Include the following information, as applicable:
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a. Use applicable Drawings as a basis for preparation of coordination drawings. co
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Prepare sections, elevations, and details as needed to describe relationship of
various systems and components. C44
b. Coordinate the addition of trade-specific information to the coordination drawings N
by multiple contractors in a sequence that best provides for coordination of the
information and resolution of conflicts between installed components before
submitting for review. N
C. Indicate functional and spatial relationships of components of architectural, W
structural, civil, mechanical, and electrical systems. :5
d. Indicate space requirements for routine maintenance and for anticipated >
replacement of components during the life of the installation.
e. Show location and size of access doors required for access to concealed dampers,
valves, and other controls.
f. Indicate required installation sequences. c
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g. Indicate dimensions shown on the Drawings. Specifically note dimensions that
appear to be in conflict with submitted equipment and minimum clearance
requirements. Provide alternate sketches to Architect indicating proposed E
resolution of such conflicts. Minor dimension changes and difficult installations
will not be considered changes to the Contract. s
B. Coordination Drawing Organization: Organize coordination drawings as follows: F
1. Floor Plans and Reflected Ceiling Plans: Show architectural and structural elements, and
mechanical,plumbing, fire-protection, fire-alarm, and electrical Work. Show locations of
visible ceiling-mounted devices relative to acoustical ceiling grid. Supplement plan
drawings with section drawings where required to adequately represent the Work.
2. Plenum Space: Indicate subframing for support of ceiling and wall systems, mechanical
and electrical equipment, and related Work. Locate components within ceiling plenum to
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accommodate layout of light fixtures indicated on Drawings. Indicate areas of conflict
between light fixtures and other components.
3. Mechanical Rooms: Provide coordination drawings for mechanical rooms showing plans
and elevations of mechanical, plumbing, fire-protection, fire-alarm, and electrical c
equipment.
4. Structural Penetrations: Indicate penetrations and openings required for all disciplines.
5. Slab Edge and Embedded Items: Indicate slab edge locations and sizes and locations of
embedded items for metal fabrications, sleeves, anchor bolts, bearing plates, angles, door
floor closers, slab depressions for floor finishes, curbs and housekeeping pads, and
similar items.
6. Mechanical and Plumbing Work: Show the following:
a. Sizes and bottom elevations of ductwork, piping, and conduit runs, including
insulation,bracing, flanges, and support systems.
b. Dimensions of major components, such as dampers, valves, diffusers, access c
doors, cleanouts and electrical distribution equipment.
C. Fire-rated enclosures around ductwork.
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7. Electrical Work: Show the following:
a. Runs of vertical and horizontal conduit 1-1/4 inches in diameter and larger. �--
b. Light fixture, exit light, emergency battery pack, smoke detector, and other fire- co
alarm locations.
C. Panel board, switch board, switchgear, transformer, busway, generator, and motor
control center locations. N
d. Location of pull boxes and junction boxes, dimensioned from column center lines.
8. Fire-Protection System: Show the following: N
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a. Locations of standpipes, mains piping, branch lines, pipe drops, and sprinkler M
6
heads. >
9. Review: Architect will review coordination drawings to confirm that the Work is being
coordinated, but not for the details of the coordination, which are Contractor's
responsibility. If Architect determines that coordination drawings are not being prepared c
0
in sufficient scope or detail, or are otherwise deficient, Architect will so inform
Contractor, who shall make changes as directed and resubmit.
10. Coordination Drawing Prints: Prepare coordination drawing prints according to E
requirements in Section 013300 "Submittal Procedures."
C. Coordination Digital Data Files: Prepare coordination digital data files according to the
following requirements:
1. File Preparation Format: Same digital data software program, version, and operating
system as original Drawings.
2. File Preparation Format: DWG, Version AutoCad 2018 operating in Microsoft Windows
operating system.
3. File Submittal Format: Submit or post coordination drawing files using format same as
file preparation format.
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4. Architect will furnish Contractor one set of digital data files of Drawings for use in
preparing coordination digital data files.
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a. Architect makes no representations as to the accuracy or completeness of digital c
data files as they relate to Drawings.
b. Digital Data Software Program: Drawings are available in DWG,
Version AutoCad 2018 operating in Microsoft Windows operating system.
C. Contractor shall execute a data licensing agreement in the form of Agreement form
acceptable to Owner and Architect.
1.7 REQUESTS FOR INFORMATION(RFIs)
A. General: Immediately on discovery of the need for additional information or interpretation of
the Contract Documents, Contractor shall prepare and submit an RFI in the form specified. 0
1. Architect will return RFIs submitted to Architect by other entities controlled by 2
Contractor with no response. 1
2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's
work or work of subcontractors.
B. Content of the RFI: Include a detailed, legible description of item needing information or
interpretation and the following:
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1. Project name. c�
2. Project number.
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3. Date.
4. Name of Contractor.
5. Name of Architect.
6. RFI number, numbered sequentially.
7. RFI subject. c
8. Specification Section number and title and related paragraphs, as appropriate.
9. Drawing number and detail references, as appropriate.
10. Field dimensions and conditions, as appropriate.
11. Contractor's suggested resolution. If Contractor's suggested resolution impacts the 0
Contract Time or the Contract Sum, Contractor shall state impact in the RFI.
12. Contractor's signature.
13. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop E
Drawings, coordination drawings, and other information necessary to fully describe items W
needing interpretation. _
a. Include dimensions, thicknesses, structural grid references, and details of affected
materials, assemblies, and attachments on attached sketches.
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C. RFI Forms: Software-generated form with substantially the same content as indicated above,
acceptable to Architect.
1. Attachments shall be electronic files in Adobe Acrobat PDF format.
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D. Architect's Action: Architect will review each RFI, determine action required, and respond.
Allow seven working days for Architect's response for each RFI. RFIs received by Architect
after 1:00 p.m. will be considered as received the following working day.
0
1. The following Contractor-generated RFIs will be returned without action:
a. Requests for approval of submittals.
b. Requests for approval of substitutions.
c. Requests for approval of Contractor's means and methods.
d. Requests for coordination information already indicated in the Contract
Documents.
e. Requests for adjustments in the Contract Time or the Contract Sum.
f. Requests for interpretation of Architect's actions on submittals.
g. Incomplete RFIs or inaccurately prepared RFIs.
0
2. Architect's action may include a request for additional information, in which case
Architect's time for response will date from time of receipt of additional information.
3. Architect's action on RFIs that may result in a change to the Contract Time or the
Contract Sum may be eligible for Contractor to submit Change Proposal according to
Section 012600 "Contract Modification Procedures."
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a. If Contractor believes the RFI response warrants change in the Contract Time or co
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the Contract Sum, notify Architect in writing within 10 days of receipt of the RFI
response. cv
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E. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number.
Submit log weekly. Software log with not less than the following: z
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1. Project name.
2. Name and address of Contractor. :5
3. Name and address of Architect. c
4. RFI number including RFIs that were returned without action or withdrawn.
5. RFI description.
6. Date the RFI was submitted.
7. Date Architect's response was received. c
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F. On receipt of Architect's action, update the RFI log and immediately distribute the RFI response
to affected parties. Review response and notify Architect within seven days if Contractor E
disagrees with response.
1. Identification of related Minor Change in the Work, Construction Change Directive, and
Proposal Request, as appropriate.
2. Identification of related Field Order, Work Change Directive, and Proposal Request, as
appropriate. E
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1.8 PROJECT MEETINGS
A. General: Schedule and conduct meetings and conferences at Project site unless otherwise
0
indicated.
1. Attendees: Inform participants and others involved, and individuals whose presence is
required, of date and time of each meeting. Notify Owner and Architect of scheduled
meeting dates and times.
2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.
3. Minutes: Entity responsible for conducting meeting will record significant discussions
and agreements achieved. Distribute the meeting minutes to everyone concerned,
including Owner and Architect, within three days of the meeting.
B. Preconstruction Conference: Schedule and conduct a preconstruction conference before starting
construction, at a time convenient to Owner and Architect, but no later than 15 days after 0
execution of the Agreement.
1. Conduct the conference to review responsibilities and personnel assignments.
2. Attendees: Authorized representatives of Owner, Architect, and their consultants;
Contractor and its superintendent; major subcontractors; suppliers; and other concerned
parties shall attend the conference. Participants at the conference shall be familiar with LL°
Project and authorized to conclude matters relating to the Work.
3. Agenda: Discuss items of significance that could affect progress,including the following:
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a. Tentative construction schedule.
b. Phasing.
C. Critical work sequencing and long-lead items.
d. Designation of key personnel and their duties. N
e. Lines of communications. m
f. Procedures for processing field decisions and Change Orders.
g. Procedures for RFIs. c
h. Procedures for testing and inspecting.
i. Procedures for processing Applications for Payment.
j. Distribution of the Contract Documents.
k. Submittal procedures. 0
1. Sustainable design requirements.
in. Preparation of record documents.
n. Use of the premises and existing building.
o. Work restrictions.
p. Working hours.
q. Owner's occupancy requirements.
r. Responsibility for temporary facilities and controls.
S. Procedures for moisture and mold control.
t. Procedures for disruptions and shutdowns.
U. Construction waste management and recycling.
V. Parking availability. e(
W. Office, work, and storage areas.
X. Equipment deliveries and priorities.
y. First aid.
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Z. Security.
aa. Progress cleaning.
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4. Minutes: Entity responsible for conducting meeting will record and distribute meeting c
minutes.
C. Preinstallation Conferences: Conduct a preinstallation conference at Project site before each
construction activity that requires coordination with other construction.
1. Attendees: Installer and representatives of manufacturers and fabricators involved in or
0
affected by the installation and its coordination or integration with other materials and -a
installations that have preceded or will follow, shall attend the meeting. Advise Architect
of scheduled meeting dates.
2. Agenda: Review progress of other construction activities and preparations for the
particular activity under consideration, including requirements for the following: 0
a. Contract Documents.
b. Options.
C. Related RFIs.
d. Related Change Orders. >-
e. Purchases. �--
f. Deliveries.
g. Submittals.
h. Sustainable design requirements. c�
i. Review of mockups.
j. Possible conflicts.
k. Compatibility requirements.
1. Time schedules. ci
in. Weather limitations. m
n. Manufacturer's written instructions. 2
o. Warranty requirements. >
p. Compatibility of materials.
q. Acceptability of substrates.
r. Temporary facilities and controls. ,
S. Space and access limitations. 0
t. Regulations of authorities having jurisdiction.
U. Testing and inspecting requirements. _
V. Installation procedures.
W. Coordination with other work.
X. Required performance results.
y. Protection of adjacent work.
Z. Protection of construction and personnel.
3. Record significant conference discussions, agreements, and disagreements, including
required corrective measures and actions.
4. Reporting: Distribute minutes of the meeting to each party present and to other parties
requiring information.
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5. Do not proceed with installation if the conference cannot be successfully concluded.
Initiate whatever actions are necessary to resolve impediments to performance of the
Work and reconvene the conference at earliest feasible date.
0
D. Project Closeout Conference: Schedule and conduct a project closeout conference, at a time
convenient to Owner and Architect, but no later than 90 days prior to the scheduled date of
Substantial Completion.
1. Conduct the conference to review requirements and responsibilities related to Project
closeout.
2. Attendees: Authorized representatives of Owner, Architect, and their consultants;
Contractor and its superintendent; major subcontractors; suppliers; and other concerned
parties shall attend the meeting. Participants at the meeting shall be familiar with Project
and authorized to conclude matters relating to the Work.
3. Agenda: Discuss items of significance that could affect or delay Project closeout, c
including the following:
a. Preparation of record documents. i
b. Procedures required prior to inspection for Substantial Completion and for final
inspection for acceptance.C. Submittal of written warranties.
d. Requirements for completing sustainable design documentation.
e. Requirements for preparing operations and maintenance data.
f. Requirements for delivery of material samples, attic stock, and spare parts. c44
g. Requirements for demonstration and training. N
h. Preparation of Contractor's punch list.
i. Procedures for processing Applications for Payment at Substantial Completion and z
for final payment. c�
j. Submittal procedures. m
k. Coordination of separate contracts. 2
1. Owner's partial occupancy requirements. >
in. Installation of Owner's furniture, fixtures, and equipment.
n. Responsibility for removing temporary facilities and controls.
4. Minutes: Entity conducting meeting will record and distribute meeting minutes.
E. Progress Meetings: Conduct progress meetings at biweekly intervals.
1. Coordinate dates of meetings with preparation of payment requests.
2. Attendees: In addition to representatives of Owner and Architect, each contractor, _
subcontractor, supplier, and other entity concerned with current progress or involved in
planning, coordination, or performance of future activities shall be represented at these �.
meetings. All participants at the meeting shall be familiar with Project and authorized to W
conclude matters relating to the Work.
3. Agenda: Review and correct or approve minutes of previous progress meeting. Review
other items of significance that could affect progress. Include topics for discussion as <
appropriate to status of Project.
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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 0
behind schedule will be expedited; secure commitments from parties involved to W
do so. Discuss whether schedule revisions are required to ensure that current and ru
subsequent activities will be completed within the Contract Time. 9
E
1) Review schedule for next period.
b. Review present and future needs of each entity present, including the following:
1) Interface requirements.
2) Sequence of operations.
3) Resolution of BIM component conflicts.
4) Status of submittals. 0
5) Status of sustainable design documentation.
6) Deliveries.
7) Off-site fabrication.
8) Access.
9) Site utilization. >-
10) Temporary facilities and controls. !i
11) Progress cleaning. °o
12) Quality and work standards.
13) Status of correction of deficient items.
14) Field observations. N
15) Status of RFIs.
16) Status of proposal requests. z
17) Pending changes. c44
18) Status of Change Orders. a)
E
19) Pending claims and disputes. 2
20) Documentation of information for payment requests. >
4. Minutes: Entity responsible for conducting the meeting will record and distribute the
meeting minutes to each party present and to parties requiring information.
c
0
a. Schedule Updating: Revise Contractor's construction schedule after each progress
meeting where revisions to the schedule have been made or recognized. Issue
revised schedule concurrently with the report of each meeting.
F. Coordination Meetings: Conduct Project coordination meetings at biweekly intervals. Project
coordination meetings are in addition to specific meetings held for other purposes, such as
progress meetings and preinstallation conferences.
1. Attendees: In addition to representatives of Owner and Architect, each contractor,
subcontractor, supplier, and other entity concerned with current progress or involved in
planning, coordination, or performance of future activities shall be represented at these
meetings. All participants at the meetings shall be familiar with Project and authorized to
conclude matters relating to the Work.
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2. Agenda: Review and correct or approve minutes of the previous coordination meeting.
Review other items of significance that could affect progress. Include topics for
discussion as appropriate to status of Project.
0
a. Combined Contractor's Construction Schedule: Review progress since the last
coordination meeting. Determine whether each contract is on time, ahead of
schedule, or behind schedule, in relation to combined Contractor's construction
schedule. Determine how construction behind schedule will be expedited; secure
commitments from parties involved to do so. Discuss whether schedule revisions
are required to ensure that current and subsequent activities will be completed ,
within the Contract Time.
b. Schedule Updating: Revise combined Contractor's construction schedule after each
coordination meeting where revisions to the schedule have been made or
recognized. Issue revised schedule concurrently with report of each meeting.
C. Review present and future needs of each contractor present, including the 0
following:
1) Interface requirements.
2) Sequence of operations.
3) Resolution of BIM component conflicts.
4) Status of submittals.
5) Deliveries.
6) Off-site fabrication.
7) Access.
8) Site utilization.
9) Temporary facilities and controls. eat
z
10) Work hours. M
11) Hazards and risks. c44
12) Progress cleaning. E
13) Quality and work standards. 2
14) Change Orders. >
3. Reporting: Record meeting results and distribute copies to everyone in attendance and to
others affected by decisions or actions resulting from each meeting.
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0
PART 2 -PRODUCTS (Not Used)
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PART 3 -EXECUTION(Not Used)
END OF SECTION 013100
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SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION
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PART I - GENERAL
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1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY
0
A. Section includes administrative and procedural requirements for documenting the progress of
construction during performance of the Work, including the following:
i
1. Startup construction schedule.
2. Contractor's construction schedule.
3. Construction schedule updating reports.
4. Daily construction reports.
5. Material location reports.
6. Site condition reports.
7. Special reports. CD
B. Related Requirements:
1. Section 013300 "Submittal Procedures" for submitting schedules and reports.
2. Section 014000 "Quality Requirements" for submitting a schedule of tests and
inspections. E
6
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 0
time and resources.
1. Critical Activity: An activity on the critical path that must start and finish on the planned
early start and finish times.
2. Predecessor Activity: An activity that precedes another activity in the network.
3. Successor Activity: An activity that follows another activity in the network.
B. Cost Loading: The allocation of the schedule of values for the completion of an activity as E
scheduled. The sum of costs for all activities must equal the total Contract Sum unless otherwise
approved by Architect.
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C. CPM: Critical path method, which is a method of planning and scheduling a construction
project where activities are arranged based on activity relationships. Network calculations
determine when activities can be performed and the critical path of Project.
0
D. Critical Path: The longest connected chain of interdependent activities through the network
schedule that establishes the minimum overall Project duration and contains no float.
E
E. Event: The starting or ending point of an activity.
F. Float: The measure of leeway in starting and completing an activity.
1. Float time is not for the exclusive use or benefit of either Owner or Contractor, but is a
jointly owned, expiring Project resource available to both parties as needed to meet
schedule milestones and Contract completion date.
2. Free float is the amount of time an activity can be delayed without adversely affecting the 0
early start of the successor activity.
3. Total float is the measure of leeway in starting or completing an activity without 2
adversely affecting the planned Project completion date.
r.
G. Resource Loading: The allocation of manpower and equipment necessary for the completion of
an activity as scheduled. �--
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1.4 INFORMATIONAL SUBMITTALS CD
N
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A. Format for Submittals: Submit required submittals in the following format:
1. Working electronic copy of schedule file, where indicated. N
2. PDF electronic file. m
B. Startup construction schedule. 0
1. Approval of cost-loaded, startup construction schedule will not constitute approval of
schedule of values for cost-loaded activities.
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C. Startup Network Diagram: Of size required to display entire network for entire construction c
period. Show logic ties for activities.
D. Contractor's Construction Schedule: Initial schedule, of size required to display entire schedule
for entire construction period.
1. Submit a working electronic copy of schedule, using software indicated, and labeled to
comply with requirements for submittals. Include type of schedule (initial or updated)
and date on label. E
E. CPM Reports: Concurrent with CPM schedule, submit each of the following reports. Format for
each activity in reports shall contain activity number, activity description, cost and resource
loading, original duration, remaining duration, early start date, early finish date, late start date,
late finish date, and total float in calendar days.
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1. Activity Report: List of all activities sorted by activity number and then early start date,
or actual start date if known.
2. Logic Report: List of preceding and succeeding activities for all activities, sorted in 0
ascending order by activity number and then early start date, or actual start date if known.
3. Total Float Report: List of all activities sorted in ascending order of total float.
4. Earnings Report: Compilation of Contractor's total earnings from the Notice to Proceed
until most recent Application for Payment.
F. Construction Schedule Updating Reports: Submit with Applications for Payment.
G. Daily Construction Reports: Submit at weekly intervals.
H. Material Location Reports: Submit at weekly intervals.
I. Site Condition Reports: Submit at time of discovery of differing conditions. 0
J. Special Reports: Submit at time of unusual event.
i
K. Qualification Data: For scheduling consultant.
1.5 QUALITY ASSURANCE co
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A. Scheduling Consultant Qualifications: An experienced specialist in CPM scheduling and N
reporting, with capability of producing CPM reports and diagrams within 24 hours of N
Architect's request.
B. Prescheduling Conference: Conduct conference at Project site to comply with requirements in N
Section 013100 "Project Management and Coordination." Review methods and procedures
related to the preliminary construction schedule and Contractor's construction schedule, :5
including,but not limited to, the following:
1. Review software limitations and content and format for reports.
2. Verify availability of qualified personnel needed to develop and update schedule.
3. Discuss constraints, including phasing and partial Owner occupancy. 0
4. Review delivery dates for Owner-furnished products.
5. Review schedule for work of Owner's separate contracts.
6. Review submittal requirements and procedures. —
7. Review time required for review of submittals and resubmittals.
8. Review requirements for tests and inspections by independent testing and inspecting
agencies.
9. Review time required for Project closeout and Owner startup procedures.
10. Review and finalize list of construction activities to be included in schedule.
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11. Review procedures for updating schedule.
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1.6 COORDINATION
A. Coordinate Contractor's construction schedule with the schedule of values, submittal schedule,
progress reports,payment requests, and other required schedules and reports.
1. Secure time commitments for performing critical elements of the Work from entities
E
involved.
2. Coordinate each construction activity in the network with other activities and schedule
them in proper sequence.
PART 2 -PRODUCTS
2.1 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL c
A. Time Frame: Extend schedule from date established for the Notice to Proceed to date of final
completion. i
r.
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.
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B. Activities: Treat each story or separate area as a separate numbered activity for each main
element of the Work. Comply with the following: N
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1. Activity Duration: Define activities so no activity is longer than 20 days, unless
specifically allowed by Architect. z
2. Procurement Activities: Include procurement process activities for the following long
lead items and major items, requiring a cycle of more than 60 days, as separate activities
in schedule. Procurement cycle activities include, but are not limited to, submittals, :5
approvals, purchasing, fabrication, and delivery.
3. Submittal Review Time: Include review and resubmittal times indicated in
Section 013300 "Submittal Procedures" in schedule. Coordinate submittal review times
in Contractor's construction schedule with submittal schedule. 0
4. Startup and Testing Time: Include no fewer than 15 days for startup and testing.
5. Substantial Completion: Indicate completion in advance of date established for
Substantial Completion, and allow time for Architect's administrative procedures
E
necessary for certification of Substantial Completion.
6. Punch List and Final Completion: Include not more than 30 days for completion of punch
list items and final completion.
C. Constraints: Include constraints and work restrictions indicated in the Contract Documents and
a�
as follows in schedule, and show how the sequence of the Work is affected.
1. Phasing: Arrange list of activities on schedule by phase.
2. Work under More Than One Contract: Include a separate activity for each contract.
3. Work by Owner: Include a separate activity for each portion of the Work performed by
Owner.
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4. Work Restrictions: Show the effect of the following items on the schedule:
a. Coordination with existing construction.
b. Limitations of continued occupancies.
C. Uninterruptible services.
d. Partial occupancy before Substantial Completion.
e. Use of premises restrictions.
f. Provisions for future construction.
g. Seasonal variations.
h. Environmental control.
5. Work Stages: Indicate important stages of construction for each major portion of the
Work,including,but not limited to, the following:
a. Subcontract awards. 0
b. Submittals.
C. Purchases.
d. Mockups. i
e. Fabrication.
f. Sample testing. >-
g. Deliveries. --
h. Installation.
i. Tests and inspections.
j. Adjusting.
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k. Curing. N
1. Building flush-out.
in. Startup and placement into final use and operation. z
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6. Construction Areas: Identify each major area of construction for each major portion of
the Work. Indicate where each construction activity within a major area must be 2
sequenced or integrated with other construction activities to provide for the following: >
a. Structural completion.
b. Temporary enclosure and space conditioning.
C. Permanent space enclosure.
d. Completion of mechanical installation.
e. Completion of electrical installation.
f. Substantial Completion. E
D. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but
not limited to, the Notice to Proceed, Substantial Completion, and final completion.
E. Cost Correlation: Superimpose a cost correlation timeline, indicating planned and actual costs.
On the line, show planned and actual dollar volume of the Work performed as of planned and E
actual dates used for preparation of payment requests.
I. See Section 012900 "Payment Procedures" for cost reporting and payment procedures.
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F. Upcoming Work Summary: Prepare summary report indicating activities scheduled to occur or
commence prior to submittal of next schedule update. Summarize the following issues:
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1. Unresolved issues. c
2. Unanswered Requests for Information.
3. Rejected or unreturned submittals.
4. Notations on returned submittals.
5. Pending modifications affecting the Work and Contract Time.
G. Recovery Schedule: When periodic update indicates the Work is 14 or more calendar days
behind the current approved schedule, submit a separate recovery schedule indicating means by
which Contractor intends to regain compliance with the schedule. Indicate changes to working
hours, working days, crew sizes, and equipment required to achieve compliance, and date by
which recovery will be accomplished.
0
H. Computer Scheduling Software: Prepare schedules using current version of a program that has
been developed specifically to manage construction schedules.
i
I. Use Microsoft Project for Windows operating system.
2.2 STARTUP CONSTRUCTION SCHEDULE
A. Bar-Chart Schedule: Submit startup, horizontal, bar-chart-type construction schedule within N
seven days of date established for the Notice to Proceed. N
B. Preparation: Indicate each significant construction activity separately. Identify first workday of
each week with a continuous vertical line. Outline significant construction activities for first 90 N
days of construction. Include skeleton diagram for the remainder of the Work and a cash
requirement prediction based on indicated activities.
6
2.3 CONTRACTOR'S CONSTRUCTION SCHEDULE (GANTT CHART)
A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal, Gantt-chart-type, 0
Contractor's construction schedule within 30 days of date established for the Notice to Proceed.
Base schedule on the startup construction schedule and additional information received since
the start of Project.
E
B. Preparation: Indicate each significant construction activity separately. Identify first workday of
each week with a continuous vertical line.
1. For construction activities that require three months or longer to complete, indicate an
estimated completion percentage in 10 percent increments within time bar. E
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2.4 REPORTS
A. Daily Construction Reports: Prepare a daily construction report recording the following
information concerning events at Project site:
1. List of subcontractors at Project site.
2. List of separate contractors at Project site.
3. Approximate count of personnel at Project site.
4. Equipment at Project site.
5. Material deliveries.
6. High and low temperatures and general weather conditions, including presence of rain or
snow.
7. Accidents.
8. Meetings and significant decisions.
9. Unusual events (see special reports). c
10. Stoppages, delays, shortages, and losses.
11. Meter readings and similar recordings.
12. Emergency procedures.
13. Orders and requests of authorities having jurisdiction.
14. Change Orders received and implemented. w
15. Construction Change Directives received and implemented.
16. Services connected and disconnected.
17. Equipment or system tests and startups.
18. Partial completions and occupancies. C44
19. Substantial Completions authorized.
B. Material Location Reports: At weekly intervals, prepare and submit a comprehensive list of
materials delivered to and stored at Project site. List shall be cumulative, showing materials c�
previously reported plus items recently delivered. Include with list a statement of progress on
E
and delivery dates for materials or items of equipment fabricated or stored away from Project
site. Indicate the following categories for stored materials: c
1. Material stored prior to previous report and remaining in storage.
2. Material stored prior to previous report and since removed from storage and installed.
3. Material stored following previous report and remaining in storage.
C. Site Condition Reports: Immediately on discovery of a difference between site conditions and
the Contract Documents, prepare and submit a detailed report. Submit with a Request for E
Information. Include a detailed description of the differing conditions, together with
recommendations for changing the Contract Documents. _
2.5 SPECIAL REPORTS
A. General: Submit special reports directly to Owner within one day(s)of an occurrence. Distribute
copies of report to parties affected by the occurrence.
B. Reporting Unusual Events: When an event of an unusual and significant nature occurs at Project
site, whether or not related directly to the Work, prepare and submit a special report. List chain
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of events, persons participating, response by Contractor's personnel, evaluation of results or
effects, and similar pertinent information. Advise Owner in advance when these events are
known or predictable.
0
PART 3 -EXECUTION
E
3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE
A. Scheduling Consultant: Engage a consultant to provide planning, evaluation, and reporting -�
using CPM scheduling.
1. In-House Option: Owner may waive the requirement to retain a consultant if Contractor
employs skilled personnel with experience in CPM scheduling and reporting techniques. c
Submit qualifications.
2. Meetings: Scheduling consultant shall attend all meetings related to Project progress, 2
alleged delays, and time impact.
B. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect
actual construction progress and activities. Issue schedule one week before each regularly LL°
scheduled progress meeting.
I. Revise schedule immediately after each meeting or other activity where revisions have
CD
been recognized or made. Issue updated schedule concurrently with the report of each ci
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. u'
g g Y N
3. As the Work progresses, indicate final completion percentage for each activity.
C. Distribution: Distribute copies of approved schedule to Architect, Owner, separate contractors, 0
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. 0
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. E
END OF SECTION 013200
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SECTION 013233 -PHOTOGRAPHIC DOCUMENTATION
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PART I - GENERAL
E
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY
0
A. Section includes administrative and procedural requirements for the following:
I. Preconstruction photographs. i
2. Periodic construction photographs.
3. Final completion construction photographs.
B. Related Requirements: W
1. Section 013300 "Submittal Procedures" for submitting photographic documentation.
2. Section 017700 "Closeout Procedures" for submitting photographic documentation as N
project record documents at Project closeout. N
3. Section 017900 "Demonstration and Training" for submitting video recordings of
demonstration of equipment and training of Owner's personnel. z
4. Section 024119 "Selective Structure Demolition" for photographic documentation before
selective demolition operations commence.
E
0
1.3 INFORMATIONAL SUBMITTALS >
A. Key Plan: Submit key plan of Project site and building with notation of vantage points marked
for location and direction of each photograph. Indicate elevation or story of construction.
Include same information as corresponding photographic documentation. c
B. Digital Photographs: Submit image files within three days of taking photographs. S
E
1. Digital Camera: Minimum sensor resolution of 8 megapixels.
2. Format: Minimum 3200 by 2400 pixels, in unaltered original files, with same aspect ratio
as the sensor, uncropped, date and time stamped, in folder named by date of photograph,
accompanied by key plan file.
3. Identification: Provide the following information with each image description in file m
metadata tag:
a. Name of Project.
b. Name and contact information for photographer.
C. Name of Architect.
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d. Name of Contractor.
e. Date photograph was taken.
f. Description of vantage point,indicating location, direction(by compass point), and
elevation or story of construction.
g. Unique sequential identifier keyed to accompanying key plan.
C. Construction Photographs: Submit two prints of each photographic view within seven days of
taking photographs.
1.4 QUALITY ASSURANCE -a
A. Photographer Qualifications: An individual who has been regularly engaged as a professional
photographer of construction projects for not less than three years.
0
B. Web-Based Photographic Documentation Service Provider: A firm specializing in providing 1-
photographic equipment, Web-based software, and related services for construction projects, 2
with record of providing satisfactory services similar to those required for Project.
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1.5 USAGE RIGHTS
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A. Obtain and transfer copyright usage rights from photographer to Owner for unlimited
reproduction of photographic documentation.
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PART 2 -PRODUCTS
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2.1 PHOTOGRAPHIC MEDIA E
0
A. Digital Images: Provide images in JPG format, produced by a digital camera with minimum >
sensor size of 8 megapixels, and at an image resolution of not less than 3200 by 2400 pixels.
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PART 3 -EXECUTION c
3.1 CONSTRUCTION PHOTOGRAPHS E
A. Photographer: Engage a qualified photographer to take construction photographs.
B. General: Take photographs using the maximum range of depth of field, and that are in focus, to
clearly show the Work. Photographs with blurry or out-of-focus areas will not be accepted. m
E
1. Maintain key plan with each set of construction photographs that identifies each
photographic location.
C. Digital Images: Submit digital images exactly as originally recorded in the digital camera,
without alteration, manipulation, editing, or modifications using image-editing software.
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1. Date and Time: Include date and time in file name for each image.
2. Field Office Images: Maintain one set of images accessible in the field office at Project
site, available at all times for reference. Identify images in the same manner as those
submitted to Architect. c
D. Preconstruction Photographs: Before commencement of demolition, take photographs of Project
site and surrounding properties, including existing items to remain during construction, from
different vantage points, as directed by Architect.
1. Flag construction limits before taking construction photographs.
2. Take 20 photographs to show existing conditions adjacent to property before starting the
Work.
3. Take 20 photographs of existing buildings either on or adjoining property to accurately
record physical conditions at start of construction.
4. Take additional photographs as required to record settlement or cracking of adjacent c
structures, pavements, and improvements.
E. Periodic Construction Photographs: Take 20 photographs weekly, with timing each month i
adjusted to coincide with the cutoff date associated with each Application for Payment. Select
vantage points to show status of construction and progress since last photographs were taken.F. Architect-Directed Construction Photographs: From time to time, Architect will instruct co
c,
photographer about number and frequency of photographs and general directions on vantage
points. Select actual vantage points and take photographs to show the status of construction and N
progress since last photographs were taken. N
G. Final Completion Construction Photographs: Take 20 color photographs after date of
Substantial Completion for submission as project record documents. Architect will inform N
photographer of desired vantage points. m
E
1. Do not include date stamp. c
H. Additional Photographs: Architect may request photographs in addition to periodic photographs
specified. Additional photographs will be paid for by Change Order and are not included in the
Contract Sum. 0
0
1. Three days'notice will be given, where feasible.
2. In emergency situations, take additional photographs within 24 hours of request.
3. Circumstances that could require additional photographs include, but are not limited to,
the following: _
a. Special events planned at Project site.
b. Immediate follow-up when on-site events result in construction damage or losses.
C. Photographs to be taken at fabrication locations away from Project site. These
photographs are not subject to unit prices or unit-cost allowances.
d. Substantial Completion of a major phase or component of the Work.
e. Extra record photographs at time of final acceptance.
f. Owner's request for special publicity photographs.
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END OF SECTION 013233
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SECTION 013300 - SUBMITTAL PROCEDURES
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0
PART I - GENERAL
E
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY
0
A. Section includes requirements for the submittal schedule and administrative and procedural
requirements for submitting Shop Drawings, Product Data, Samples, and other submittals.
i
B. Related Requirements:
1. Section 012900 "Payment Procedures" for submitting Applications for Payment and the
schedule of values. co
2. Section 013200 "Construction Progress Documentation" for submitting schedules and
reports, including Contractor's construction schedule.
N
3. Section 017823 "Operation and Maintenance Data" for submitting operation and N
maintenance manuals.
4. Section 017839 "Project Record Documents" for submitting record Drawings, record z
Specifications, and record Product Data.
5. Section 017900 "Demonstration and Training" for submitting video recordings of W
demonstration of equipment and training of Owner's personnel. E
6
1.3 DEFINITIONS
A. Action Submittals: Written and graphic information and physical samples that require
Architect's responsive action. Action submittals are those submittals indicated in individual 0
Specification Sections as "action submittals."
B. Informational Submittals: Written and graphic information and physical samples that do not
require Architect's responsive action. Submittals may be rejected for not complying with
requirements. Informational submittals are those submittals indicated in individual Specification
Sections as "informational submittals."
C. File Transfer Protocol (FTP): Communications protocol that enables transfer of files to and E
from another computer over a network and that serves as the basis for standard Internet
protocols. An FTP site is a portion of a network located outside of network firewalls within
which internal and external users are able to access files.
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D. Portable Document Format (PDF): An open standard file format licensed by Adobe Systems
used for representing documents in a device-independent and display resolution-independent
fixed-layout document format.
0
1.4 ACTION SUBMITTALS
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A. Submittal Schedule: Submit a schedule of submittals, arranged in chronological order by dates
required by construction schedule. Include time required for review, ordering, manufacturing, _
fabrication, and delivery when establishing dates. Include additional time required for making
corrections or revisions to submittals noted by Architect and additional time for handling and -a
reviewing submittals required by those corrections.
1. Coordinate submittal schedule with list of subcontracts, the schedule of values, and
Contractor's construction schedule. c
2. Initial Submittal: Submit concurrently with startup construction schedule. Include
submittals required during the first 60 days of construction. List those submittals required
to maintain orderly progress of the Work and those required early because of long lead i
time for manufacture or fabrication.
3. Final Submittal: Submit concurrently with the first complete submittal of Contractor's >-
construction schedule. --
a. Submit revised submittal schedule to reflect changes in current status and timing
for submittals. N
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4. Format: Arrange the following information in a tabular format:
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a. Scheduled date for first submittal.
b. Specification Section number and title. m
C. Submittal category: Action; informational.
d. Name of subcontractor. c
e. Description of the Work covered.
f. Scheduled date for Architect's final release or approval.
g. Scheduled date of fabrication.
h. Scheduled dates for purchasing.
i. Scheduled dates for installation.
j. Activity or event number.
E
1.5 SUBMITTAL ADMINISTRATIVE REQUIREMENTS
A. Architect's Digital Data Files: Electronic digital data files of the Contract Drawings will[not]
be provided by Architect for Contractor's use in preparing submittals.
E
1. Architect will furnish Contractor one set of digital data drawing files of the Contract
Drawings for use in preparing Shop Drawings and Project record drawings.
a. Architect makes no representations as to the accuracy or completeness of digital
data drawing files as they relate to the Contract Drawings.
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b. Digital Drawing Software Program: The Contract Drawings are available in
Autocad 2018.
C. Contractor shall execute a data licensing agreement in the form of Agreement form 0
acceptable to Owner and Architect. c
d. The following digital data files will by furnished for each appropriate discipline:
1) Floor plans.
2) Reflected ceiling plans.
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. Z
2. Submit all submittal items required for each Specification Section concurrently unless 0
partial submittals for portions of the Work are indicated on approved submittal schedule.
3. Submit action submittals and informational submittals required by the same Specification
Section as separate packages under separate transmittals.
4. Coordinate transmittal of different types of submittals for related parts of the Work so
processing will not be delayed because of need to review submittals concurrently for
coordination. !i
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a. Architect reserves the right to withhold action on a submittal requiring
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coordination with other submittals until related submittals are received. N
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C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows.
Time for review shall commence on Architect's receipt of submittal. No extension of the z
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Contract Time will be authorized because of failure to transmit submittals enough in advance of N
the Work to permit processing, including resubmittals.
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1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time c
if coordination with subsequent submittals is required. Architect will advise Contractor
when a submittal being processed must be delayed for coordination.
2. Intermediate Review: If intermediate submittal is necessary,process it in same manner as
initial submittal. c
0
3. Resubmittal Review: Allow 15 days for review of each resubmittal.
4. Concurrent Consultant Review: Where the Contract Documents indicate that submittals
may be transmitted simultaneously to Architect and to Architect's consultants, allow 15
days for review of each submittal. Submittal will be returned to Architect before being =
returned to Contractor.
D. Electronic Submittals: Identify and incorporate information in each electronic submittal file as
follows: E
1. Assemble complete submittal package into a single indexed file incorporating submittal
requirements of a single Specification Section and transmittal form with links enabling
navigation to each item.
2. Name file with submittal number or other unique identifier, including revision identifier.
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a. File name shall use project identifier and Specification Section number followed
by a decimal point and then a sequential number (e.g., LNHS-061000.01).
Resubmittals shall include an alphabetic suffix after another decimal point (e.g.,
LNHS-061000.01.A).
3. Provide means for insertion to permanently record Contractor's review and approval
markings and action taken by Architect.
4. Transmittal Form for Electronic Submittals: Use electronic form acceptable to Owner,
containing the following information:
a. Project name.
b. Date.
c. Name and address of Architect.
d. Name of Construction Manager.
e. Name of Contractor. c
f. Name of firm or entity that prepared submittal.
g. Names of subcontractor, manufacturer, and supplier.
h. Category and type of submittal.
i. Submittal purpose and description. r`
j. Specification Section number and title.
k. Specification paragraph number or drawing designation and generic name for each
of multiple items.
1. Drawing number and detail references, as appropriate.
in. Location(s) where product is to be installed, as appropriate.
n. Related physical samples submitted directly. N
o. Indication of full or partial submittal.
Transmittal number, numbered consecutive) z
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q. Submittal and transmittal distribution record. c44
r. Other necessary identification. E
S. Remarks. 2
0
5. Metadata: Include the following information as keywords in the electronic submittal file
metadata:
a. Project name.
b. Number and title of appropriate Specification Section. _
c. Manufacturer name.
d. Product name.
E. Options: Identify options requiring selection by Architect.
F. Deviations and Additional Information: On an attached separate sheet, prepared on Contractor's �.
letterhead, record relevant information, requests for data, revisions other than those requested W
by Architect on previous submittals, and deviations from requirements in the Contract
Documents, including minor variations and limitations. Include same identification information
as related submittal.
G. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.
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1. Note date and content of previous submittal.
2. Note date and content of revision in label or title block and clearly indicate extent of
revision. c
3. Resubmit submittals until they are marked with approval notation from Architect's action c
stamp.
H. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers,
fabricators, installers, authorities having jurisdiction, and others as necessary for performance of
construction activities. Show distribution on transmittal forms.
I. Use for Construction: Retain complete copies of submittals on Project site. Use only final action -a
submittals that are marked with approval notation from Architect's action stamp.
PART 2 -PRODUCTS c
2.1 SUBMITTAL PROCEDURES
A. General Submittal Procedure Requirements: Prepare and submit submittals required by
individual Specification Sections. Types of submittals are indicated in individual Specification
Sections. co
1. Submit electronic submittals via email as PDF electronic files. N
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a. Architect will return annotated file. Annotate and retain one copy of file as an
electronic Project record document file. z
2. Certificates and Certifications Submittals: Provide a statement that includes signature of N
entity responsible for preparing certification. Certificates and certifications shall be W
signed by an officer or other individual authorized to sign documents on behalf of that :5
entity. c
a. Provide a digital signature with digital certificate on electronically submitted
certificates and certifications where indicated.
b. Provide a notarized statement on original paper copy certificates and certifications 0
where indicated. e�
B. Product Data: Collect information into a single submittal for each element of construction and
E
type of product or equipment.
1. If information must be specially prepared for submittal because standard published data
are not suitable for use, submit as Shop Drawings, not as Product Data.
2. Mark each copy of each submittal to show which products and options are applicable.
3. Include the following information, as applicable:
a. Manufacturer's catalog cuts.
b. Manufacturer's product specifications.
C. Standard color charts.
d. Statement of compliance with specified referenced standards.
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e. Testing by recognized testing agency.
f. Application of testing agency labels and seals.
g. Notation of coordination requirements.
h. Availability and delivery time information. c
4. For equipment, include the following in addition to the above, as applicable:
E
a. Wiring diagrams showing factory-installed wiring.
b. Printed performance curves.
C. Operational range diagrams.
d. Clearances required to other construction, if not indicated on accompanying Shop
Drawings. �
5. Submit Product Data before or concurrent with Samples.
6. Submit Product Data in the following format:
a. PDF electronic file.
i
C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base
Shop Drawings on reproductions of the Contract Documents or standard printed data.
1. Preparation: Fully illustrate requirements in the Contract Documents. Include the co
following information, as applicable:
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a. Identification of products. c�
b. Schedules.
C. Compliance with specified standards.
d. Notation of coordination requirements. N
e. Notation of dimensions established by field measurement. m
f. Relationship and attachment to adjoining construction clearly indicated. :5
g. Seal and signature of professional engineer if specified. c
2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop
Drawings on sheets at least 8-1/2 by 11 inches,but no larger than 30 by 42 inches.
3. Submit Shop Drawings in the following format: 0
a. PDF electronic file.
D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these
characteristics with other elements and for a comparison of these characteristics between
submittal and actual component as delivered and installed.
1. Transmit Samples that contain multiple, related components such as accessories together
in one submittal package. E
2. Identification: Attach label on unexposed side of Samples that includes the following:
a. Generic description of Sample.
b. Product name and name of manufacturer.
C. Sample source.
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d. Number and title of applicable Specification Section.
e. Specification paragraph number and generic name of each item.
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3. For projects where electronic submittals are required, provide corresponding electronic c
submittal of Sample transmittal, digital image file illustrating Sample characteristics, and
identification information for record.
4. Disposition: Maintain sets of approved Samples at Project site, available for quality-
control comparisons throughout the course of construction activity. Sample sets may be
used to determine final acceptance of construction associated with each set.
a. Samples that may be incorporated into the Work are indicated in individual -a
Specification Sections. Such Samples must be in an undamaged condition at time
of use.
b. Samples not incorporated into the Work, or otherwise designated as Owner's
property, are the property of Contractor. c
5. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or
sections of units showing the full range of colors, textures, and patterns available.
a. Number of Samples: Submit one full set(s) of available choices where color,
pattern, texture, or similar characteristics are required to be selected from �--
manufacturer's product line. Architect will return submittal with options selected. °o
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6. Samples for Verification: Submit full-size units or Samples of size indicated, prepared N
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from same material to be used for the Work, cured and finished in manner specified, and
physically identical with material or product proposed for use, and that show full range of
color and texture variations expected. Samples include, but are not limited to, the z
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following: partial sections of manufactured or fabricated components; small cuts or N
containers of materials; complete units of repetitively used materials; swatches showing
color, texture, and pattern; color range sets; and components used for independent testing E
and inspection. >
a. Number of Samples: Submit three sets of Samples. Architect will retain two
Sample sets; remainder will be returned.
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1) Submit a single Sample where assembly details, workmanship, fabrication _
techniques, connections, operation, and other similar characteristics are to
be demonstrated.
2) If variation in color, pattern, texture, or other characteristic is inherent in W
material or product represented by a Sample, submit at least three sets of =
paired units that show approximate limits of variations.
E. Product Schedule: As required in individual Specification Sections, prepare a written summary
indicating types of products required for the Work and their intended location. Include the E
following information in tabular form:
1. Type of product. Include unique identifier for each product indicated in the Contract
Documents or assigned by Contractor if none is indicated.
2. Manufacturer and product name, and model number if applicable.
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3. Number and name of room or space.
4. Location within room or space.
5. Submit product schedule in the following format:
0
a. PDF electronic file.
F. Coordination Drawing Submittals: Comply with requirements specified in Section 013100
"Project Management and Coordination."
G. Contractor's Construction Schedule: Comply with requirements specified in Section 013200
0
"Construction Progress Documentation."
H. Application for Payment and Schedule of Values: Comply with requirements specified in
Section 012900 "Payment Procedures."
0
I. Test and Inspection Reports and Schedule of Tests and Inspections Submittals: Comply with
requirements specified in Section 014000 "Quality Requirements."
i
J. Closeout Submittals and Maintenance Material Submittals: Comply with requirements specified
in Section 017700 "Closeout Procedures."
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K. Maintenance Data: Comply with requirements specified in Section 017823 "Operation and
Maintenance Data."
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L. Qualification Data: Prepare written information that demonstrates capabilities and experience of ci
firm or person. Include lists of completed projects with project names and addresses, contact
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information of architects and owners, and other information specified.
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M. Welding Certificates: Prepare written certification that welding procedures and personnel a)
comply with requirements in the Contract Documents. Submit record of Welding Procedure :5
Specification and Procedure Qualification Record on AWS forms. Include names of firms and
personnel certified.
N. Installer Certificates: Submit written statements on manufacturer's letterhead certifying that
Installer complies with requirements in the Contract Documents and, where required, is 0
authorized by manufacturer for this specific Project.
O. Manufacturer Certificates: Submit written statements on manufacturer's letterhead certifying
E
that manufacturer complies with requirements in the Contract Documents. Include evidence of
manufacturing experience where required.
P. Product Certificates: Submit written statements on manufacturer's letterhead certifying that
product complies with requirements in the Contract Documents.
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Q. Material Certificates: Submit written statements on manufacturer's letterhead certifying that U
material complies with requirements in the Contract Documents.
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R. Material Test Reports: Submit reports written by a qualified testing agency, on testing agency's
standard form, indicating and interpreting test results of material for compliance with
requirements in the Contract Documents.
0
S. Product Test Reports: Submit written reports indicating that current product produced by
manufacturer complies with requirements in the Contract Documents. Base reports on 9
evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or
on comprehensive tests performed by a qualified testing agency.
T. Research Reports: Submit written evidence, from a model code organization acceptable to
authorities having jurisdiction, that product complies with building code in effect for Project.
Include the following information:
1. Name of evaluation organization.
2. Date of evaluation. 0
3. Time period when report is in effect.
4. Product and manufacturers'names.
5. Description of product. i
6. Test procedures and results.
7. Limitations of use. >-
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U. Preconstruction Test Reports: Submit reports written by a qualified testing agency, on testing
agency's standard form, indicating and interpreting results of tests performed before installation
of product, for compliance with performance requirements in the Contract Documents.
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V. Compatibility Test Reports: Submit reports written by a qualified testing agency, on testing
agency's standard form, indicating and interpreting results of compatibility tests performed z
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before installation of product. Include written recommendations for primers and substrate N
preparation needed for adhesion.
W. Field Test Reports: Submit written reports indicating and interpreting results of field tests c
performed either during installation of product or after product is installed in its final location,
for compliance with requirements in the Contract Documents.
X. Design Data: Prepare and submit written and graphic information, including, but not limited to, 0
performance and design criteria, list of applicable codes and regulations, and calculations.
Include list of assumptions and other performance and design criteria and a summary of loads.
Include load diagrams if applicable. Provide name and version of software, if any, used for E
calculations. Include page numbers.
2.2 DELEGATED-DESIGN SERVICES
A. Performance and Design Criteria: Where professional design services or certifications by a
design professional are specifically required of Contractor by the Contract Documents, provide
products and systems complying with specific performance and design criteria indicated.
1. If criteria indicated are not sufficient to perform services or certification required, submit
a written request for additional information to Architect.
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B. Delegated-Design Services Certification: In addition to Shop Drawings, Product Data, and other
required submittals, submit digitally signed PDF electronic file and three paper copies of
certificate, signed and sealed by the responsible design professional, for each product and 0
system specifically assigned to Contractor to be designed or certified by a design professional. c
1. Indicate that products and systems comply with performance and design criteria in the 9
Contract Documents. Include list of codes, loads, and other factors used in performing
these services.
PART 3 -EXECUTION
3.1 CONTRACTOR'S REVIEW
0
A. Action and Informational Submittals: Review each submittal and check for coordination with
other Work of the Contract and for compliance with the Contract Documents. Note corrections
and field dimensions. Mark with approval stamp before submitting to Architect.
B. Project Closeout and Maintenance Material Submittals: See requirements in Section 017700
"Closeout Procedures." LL°
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C. 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 N
of Contractor's approval, and statement certifying that submittal has been reviewed, checked, CD
and approved for compliance with the Contract Documents.
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3.2 ARCHITECT'S ACTION W
E
A. Action Submittals: Architect will review each submittal, make marks to indicate corrections or 0
revisions required, and return it. Architect will stamp each submittal with an action stamp and
will mark stamp appropriately to indicate action.
B. Informational Submittals: Architect will review each submittal and will not return it, or will 0
return it if it does not comply with requirements. Architect will forward each submittal to
appropriate party.
C. Partial submittals prepared for a portion of the Work will be reviewed when use of partial
submittals has received prior approval from Architect.
D. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned
for resubmittal without review.
E. Submittals not required by the Contract Documents may be returned by the Architect without
action.
END OF SECTION 013300
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SECTION 013516 - ALTERATION PROJECT PROCEDURES
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PART I - GENERAL
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1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY
0
A. Section includes special procedures for alteration work.
i
1.3 DEFINITIONS r�
A. Alteration Work: This term includes remodeling, renovation, repair, and maintenance work W
performed within existing spaces or on existing surfaces as part of the Project. co
B. Consolidate: To strengthen loose or deteriorated materials in place.
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C. Design Reference Sample: A sample that represents the Architect's prebid selection of work to
be matched; it may be existing work or work specially produced for the Project.
D. Dismantle: To remove by disassembling or detaching an item from a surface, using gentle `V
methods and equipment to prevent damage to the item and surfaces; disposing of items unless
indicated to be salvaged or reinstalled.
E. Match: To blend with adjacent construction and manifest no apparent difference in material
type, species, cut, form, detail, color, grain, texture, or finish; as approved by Architect.
F. Refinish: To remove existing finishes to base material and apply new finish to match original, 0
or as otherwise indicated. W
G. Repair: To correct damage and defects, retaining existing materials, features, and finishes. This E
includes patching, piecing-in, splicing, consolidating, or otherwise reinforcing or upgrading
materials. �
H. Replace: To remove, duplicate, and reinstall entire item with new material. The original item is
the pattern for creating duplicates unless otherwise indicated. m
E
I. Replicate: To reproduce in exact detail, materials, and finish unless otherwise indicated.
J. Reproduce: To fabricate a new item, accurate in detail to the original, and from either the same
or a similar material as the original, unless otherwise indicated.
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K. Retain: To keep existing items that are not to be removed or dismantled.
L. Strip: To remove existing finish down to base material unless otherwise indicated.
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1.4 COORDINATION
E
A. Alteration Work Subschedule: A construction schedule coordinating the sequencing and
scheduling of alteration work for entire Project, including each activity to be performed, and
based on Contractor's Construction Schedule. Secure time commitments for performing critical
construction activities from separate entities responsible for alteration work. -�
1. Schedule construction operations in sequence required to obtain best Work results.
2. Coordinate sequence of alteration work activities to accommodate the following:
g: .c
0
a. Owner's continuing occupancy of portions of existing building.
b. Owner's partial occupancy of completed Work.
C. Other known work in progress. i
d. Tests and inspections.
3. Detail sequence of alteration work, with start and end dates.
4. Utility Services: Indicate how long utility services will be interrupted. Coordinate
shutoff, capping, and continuation of utility services.
5. Use of elevator and stairs.
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6. Equipment Data: List gross loaded weight, axle-load distribution, and wheel-base c44
dimension data for mobile and heavy equipment proposed for use in existing structure.
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Do not use such equipment without certification from Contractor's professional engineer
that the structure can support the imposed loadings without damage. N
B. Pedestrian and Vehicular Circulation: Coordinate alteration work with circulation patterns :5
within Project building(s) and site. Some work is near circulation patterns and adjacent to c
restricted areas. Circulation patterns cannot be closed off entirely and in places can be only
temporarily redirected around small areas of work. Access to restricted areas may not be
obstructed. Plan and execute the Work accordingly. e�
c
0
1.5 PROJECT MEETINGS FOR ALTERATION WORK
A. Preliminary Conference for Alteration Work: Before starting alteration work, conduct
conference at Project site.
1. Attendees: In addition to representatives of Owner, Architect, and Contractor, testing
service representative, specialists, and chemical-cleaner manufacturer(s) shall be
m
represented at the meeting.
2. Agenda: Discuss items of significance that could affect progress of alteration work,
including review of the following:
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a. Alteration Work Subschedule: Discuss and finalize; verify availability of materials,
specialists'personnel, equipment, and facilities needed to make progress and avoid
delays.
b. Fire-prevention plan. c
C. Governing regulations.
d. Areas where existing construction is to remain and the required protection.
e. Hauling routes.
f. Sequence of alteration work operations.
g. Storage,protection, and accounting for salvaged and specially fabricated items. e®
h. Existing conditions, staging, and structural loading limitations of areas where ,
materials are stored.
i. Qualifications of personnel assigned to alteration work and assigned duties.
j. Requirements for extent and quality of work, tolerances, and required clearances.
k. Embedded work such as flashings and lintels, special details, collection of waste, Z
protection of occupants and the public, and condition of other construction that 0
affects the Work or will affect the work.
3. Reporting: Record conference results and distribute copies to everyone in attendance and i
to others affected by decisions or actions resulting from conference.
r.
B. Coordination Meetings: Conduct coordination meetings specifically for alteration work at W
weekly intervals. Coordination meetings are in addition to specific meetings held for other
purposes, such as progress meetings and preinstallation conferences.
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1. Attendees: In addition to representatives of Owner, Architect, and Contractor, each N
specialist, supplier, installer, and other entity concerned with progress or involved in
planning, coordination, or performance of alteration work activities shall be represented z
U_
at these meetings. All participants at conference shall be familiar with Project and c�
authorized to conclude matters relating to alteration work. m
E
2. Agenda: Review and correct or approve minutes of previous coordination meeting.
Review other items of significance that could affect progress of alteration work. Include c
topics for discussion as appropriate to status of Project.
a. Alteration Work Subschedule: Review progress since last coordination meeting.
Determine whether each schedule item is on time, ahead of schedule, or behind 0
schedule. Determine how construction behind schedule will be expedited with
retention of quality; secure commitments from parties involved to do so. Discuss _
whether schedule revisions are required to ensure that current and subsequent
activities are completed within the Contract Time.
b. Schedule Updating: Revise Contractor's Alteration Work Subschedule after each
coordination meeting where revisions to schedule have been made or recognized.
Issue revised schedule concurrently with report of each meeting.
C. Review present and future needs of each entity present, including review items
listed in the "Preliminary Conference for Alteration Work" Paragraph in this article
and the following:
1) Interface requirements of alteration work with other Project Work.
2) Status of submittals for alteration work.
3) Access to alteration work locations.
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4) Effectiveness of fire-prevention plan.
5) Quality and work standards of alteration work.
6) Change Orders for alteration work.
0
3. Reporting: Record meeting results and distribute copies to everyone in attendance and to
others affected by decisions or actions resulting from each meeting.
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1.6 MATERIALS OWNERSHIP
A. Historic items, relics, and similar objects including, but not limited to, cornerstones and their -�
contents, commemorative plaques and tablets, antiques, and other items of interest or value to
Owner that may be encountered or uncovered during the Work, regardless of whether they were
previously documented, remain Owner's property.
0
1. Carefully dismantle and salvage each item or object in a manner to prevent damage and 1-
protect it from damage, then promptly deliver it to Owner where directed at Project site.
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1.7 INFORMATIONAL SUBMITTALS
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A. Alteration Work Subschedule: W
1. Submit alteration work subschedule within seven days of date established N
for commencement of alteration work. N
B. Preconstruction Documentation: Show preexisting conditions of adjoining construction and site
improvements that are to remain, including finish surfaces, that might be misconstrued as M
N
damage caused by Contractor's alteration work operations. m
C. Alteration Work Program: Submit 30 days before work begins.
D. Fire-Prevention Plan: Submit 30 days before work begins.
c
1.8 QUALITY ASSURANCE c
A. Specialist Qualifications: An experienced firm regularly engaged in specialty work similar in
nature, materials, design, and extent to alteration work as specified in each Section and that has
completed a minimum of five recent projects with a record of successful in-service performance
that demonstrates the firm's qualifications to perform this work.
1. Field Supervisor Qualifications: Full-time supervisors experienced in specialty work
similar in nature, material design and extent to that indicated for this Project. E
Supervisors shall be on-site when specialty work begins and during its progress.
Supervisors shall not be changed during Project except for causes beyond the control of
the specialist firm.
a. Construct new mockups of required work whenever a supervisor is replaced.
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B. Alteration Work Program: Prepare a written plan for alteration work for whole Project,
including each phase or process and protection of surrounding materials during operations.
Show compliance with indicated methods and procedures specified in this and other Sections.
Coordinate this whole-Project alteration work program with specific requirements of programs 0
required in other alteration work Sections.
1. Dust and Noise Control: Include locations of proposed temporary dust- and noise-control
partitions and means of egress from occupied areas coordinated with continuing on-site
operations and other known work in progress.
2. Debris Hauling: Include plans clearly marked to show debris hauling routes, turning radii,
and locations and details of temporary protective barriers.
C. Fire-Prevention Plan: Prepare a written plan for preventing fires during the Work, including
placement of fire extinguishers, fire blankets, rag buckets, and other fire-control devices during
each phase or process. Coordinate plan with Owner's fire-protection equipment and c
requirements. Include fire-watch personnel's training, duties, and authority to enforce fire
safety.
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D. Safety and Health Standard: Comply with ANSI/ASSE A10.6.
1.9 STORAGE AND HANDLING OF SALVAGED MATERIALS co
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A. Salvaged Materials: cv
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1. Clean loose dirt and debris from salvaged items unless more extensive cleaning is
indicated.
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2. Pack or crate items after cleaning; cushion against damage during handling. Label
contents of containers. m
3. Store items in a secure area until delivery to Owner. :5
4. Transport items to Owner's storage area designated by Owner. c
5. Protect items from damage during transport and storage.
B. Salvaged Materials for Reinstallation:
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1. Repair and clean items for reuse as indicated.
2. Pack or crate items after cleaning and repairing; cushion against damage during handling.
Label contents of containers.
3. Protect items from damage during transport and storage. a,
4. Reinstall items in locations indicated. Comply with installation requirements for new
materials and equipment unless otherwise indicated. Provide connections, supports, and
miscellaneous materials to make items functional for use indicated.
C. Existing Materials to Remain: Protect construction indicated to remain against damage and
soiling from construction work. Where permitted by Architect, items may be dismantled and
taken to a suitable, protected storage location during construction work and reinstalled in their
original locations after alteration and other construction work in the vicinity is complete.
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D. Storage: Catalog and store items within a weathertight enclosure where they are protected from
moisture, weather, condensation, and freezing temperatures.
c
1. Identify each item for reinstallation with a nonpermanent mark to document its original c
location. Indicate original locations on plans, elevations, sections, or photographs by
annotating the identifying marks.
2. Secure stored materials to protect from theft.
3. Control humidity so that it does not exceed 85 percent. Maintain temperatures 5 deg F or
more above the dew point.
E. Storage Space:
1. Owner will arrange for limited on-site location(s) for free storage of salvaged material.
This storage space does not include security and climate control for stored material.
2. Arrange for off-site locations for storage and protection of salvaged material that cannot 0
be stored and protected on-site.
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1.10 FIELD CONDITIONS
A. Survey of Existing Conditions: Record existing conditions that affect the Work by use of
preconstruction photographs. co
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1. Comply with requirements specified in Section 013233 "Photographic Documentation." N
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B. Discrepancies: Notify Architect of discrepancies between existing conditions and Drawings
before proceeding with removal and dismantling work. z
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C. Owner's Removals: Before beginning alteration work, verify in correspondence with Owner that m
required items have been removed.
6
D. Size Limitations in Existing Spaces: Materials,products, and equipment used for performing the >
Work and for transporting debris, materials, and products shall be of sizes that clear surfaces
within existing spaces, areas, rooms, and openings, including temporary protection, by 12
inches or more. 0
0
PART 2 -PRODUCTS - (Not Used)
E
PART 3 -EXECUTION
3.1 PROTECTION E
A. Protect persons, motor vehicles, surrounding surfaces of building, building site, plants, and
surrounding buildings from harm resulting from alteration work.
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1. Use only proven protection methods, appropriate to each area and surface being
protected.
2. Provide temporary barricades,barriers, and directional signage to exclude the public from
areas where alteration work is being performed. W
3. Erect temporary barriers to form and maintain fire-egress routes.
4. Erect temporary protective covers over walkways and at points of pedestrian and
vehicular entrance and exit that must remain in service during alteration work.
E
5. Contain dust and debris generated by alteration work, and prevent it from reaching the °®
public or adjacent surfaces.
6. Provide shoring, bracing, and supports as necessary. Do not overload structural elements. ,
7. Protect floors and other surfaces along hauling routes from damage, wear, and staining.
8. Provide supplemental sound-control treatment to isolate demolition work from other
areas of the building.
B. Temporary Protection of Materials to Remain:
1. Protect existing materials with temporary protections and construction. Do not remove
existing materials unless otherwise indicated.
2. Do not attach temporary protection to existing surfaces except as indicated as part of the
alteration work program.
C. Comply with each product manufacturer's written instructions for protections and precautions. co
c.
Protect against adverse effects of products and procedures on people and adjacent materials,
components, and vegetation.
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D. Utility and Communications Services:
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1. Notify Owner Architect, authorities having jurisdiction and entities owning or N
controlling wires, conduits, pipes, and other services affected by alteration work before W
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commencing operations.
2. Disconnect and cap pipes and services as required by authorities having jurisdiction, as c
required for alteration work.
3. Maintain existing services unless otherwise indicated; keep in service, and protect against
damage during operations. Provide temporary services during interruptions to existing
utilities. c
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E. Existing Drains: Prior to the start of work in an area, test drainage system to ensure that it is
functioning properly. Notify Architect immediately of inadequate drainage or blockage. Do not E
begin work in an area until the drainage system is functioning properly.
I. Prevent solids such as adhesive or mortar residue or other debris from entering the
drainage system. Clean out drains and drain lines that become sluggish or blocked by
sand or other materials resulting from alteration work.
2. Protect drains from pollutants. Block drains or filter out sediments, allowing only clean E
water to pass.
F. Existing Roofing:Prior to the start of work in an area, install roofing protection.
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3.2 PROTECTION FROM FIRE
A. General: Follow fire-prevention plan and the following:
0
1. Comply with NFPA 241 requirements unless otherwise indicated.
2. Remove and keep area free of combustibles, including rubbish, paper, waste, and
chemicals, unless necessary for the immediate work.
a. If combustible material cannot be removed, provide fire blankets to cover such
materials.
B. Heat-Generating Equipment and Combustible Materials: Comply with the following procedures
while performing work with heat-generating equipment or combustible materials, including
welding, torch-cutting, soldering, brazing, removing paint with heat or other operations where
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open flames or implements using high heat or combustible solvents and chemicals are 0
anticipated:
I. Obtain Owner's approval for operations involving use of welding or other high-heat i
equipment. Notify Owner 72 hours before each occurrence, indicating location of such
work.
2. As far as practicable, restrict heat-generating equipment to shop areas or outside the �--
building. co
3. Do not perform work with heat-generating equipment in or near rooms or in areas where
flammable liquids or explosive vapors are present or thought to be present. Use a cv
combustible gas indicator test to ensure that the area is safe.
4. Use fireproof baffles to prevent flames, sparks, hot gases, or other high-temperature
material from reaching surrounding combustible material.
5. Prevent the spread of sparks and particles of hot metal through open windows, doors, N
holes, and cracks in floors, walls, ceilings,roofs, and other openings.
6. Fire Watch: Before working with heat-generating equipment or combustible materials, �
station personnel to serve as a fire watch at each location where such work is performed. c
Fire-watch personnel shall have the authority to enforce fire safety. Station fire watch
according to NFPA 5113,NFPA 241, and as follows:
a. Train each fire watch in the proper operation of fire-control equipment and alarms. c
0
b. Prohibit fire-watch personnel from other work that would be a distraction from _
fire-watch duties.
C. Cease work with heat-generating equipment whenever fire-watch personnel are not
present.
d. Have fire-watch personnel perform final fire-safety inspection each day beginning
no sooner than 30 minutes after conclusion of work in each area to detect hidden or
smoldering fires and to ensure that proper fire prevention is maintained.
e. Maintain fire-watch personnel at each area of Project site until 60 minutes after W
conclusion of daily work.
C. Fire-Control Devices: Provide and maintain fire extinguishers, fire blankets, and rag buckets for
disposal of rags with combustible liquids. Maintain each as suitable for the type of fire risk in
each work area. Ensure that nearby personnel and the fire-watch personnel are trained in fire-
extinguisher and blanket use.
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D. Sprinklers: Where sprinkler protection exists and is functional, maintain it without interruption
while operations are being performed. If operations are performed close to sprinklers, shield
them temporarily with guards.
0
1. Remove temporary guards at the end of work shifts, whenever operations are paused, and
when nearby work is complete.
E
3.3 PROTECTION DURING APPLICATION OF CHEMICALS
A. Protect motor vehicles, surrounding surfaces of building, building site, plants, and surrounding -�
buildings from harm or spillage resulting from applications of chemicals and adhesives.
B. Cover adjacent surfaces with protective materials that are proven to resist chemicals selected for
Project unless chemicals being used will not damage adjacent surfaces as indicated in alteration
work program. Use covering materials and masking agents that are waterproof and UV resistant
and that will not stain or leave residue on surfaces to which they are applied. Apply protective
materials according to manufacturer's written instructions. Do not apply liquid masking agents
or adhesives to painted or porous surfaces. When no longer needed, promptly remove protective
materials.
C. Do not apply chemicals during winds of sufficient force to spread them to unprotected surfaces.
D. Neutralize alkaline and acid wastes and legally dispose of off Owner's property.
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E. Collect and dispose of runoff from chemical operations by legal means and in a manner that
prevents soil contamination, soil erosion, undermining of paving and foundations, damage to �_
landscaping, or water penetration into building interior. u'
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3.4 GENERAL ALTERATION WORK
A. Have specialty work performed only by qualified specialists.
B. Ensure that supervisory personnel are present when work begins and during its progress.
0
C. Record existing work before each procedure (preconstruction), and record progress during the
work. Use digital preconstruction documentation photographs. Comply with requirements in
Section 013233 "Photographic Documentation."
D. Perform surveys of Project site as the Work progresses to detect hazards resulting from
alterations.
E. Notify Architect of visible changes in the integrity of material or components whether from E
environmental causes including biological attack, UV degradation, freezing, or thawing or from
structural defects including cracks, movement, or distortion.
1. Do not proceed with the work in question until directed by Architect.
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END OF SECTION 013516
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SECTION 014000 - QUALITY REQUIREMENTS
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PART I - GENERAL
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1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY
0
A. Section includes administrative and procedural requirements for quality assurance and quality
control.
B. Testing and inspecting services are required to verify compliance with requirements specified or r�
indicated. These services do not relieve Contractor of responsibility for compliance with the
Contract Document requirements.
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1. Specific quality-assurance and-control requirements for individual construction activities
are specified in the Sections that specify those activities. Requirements in those Sections N
may also cover production of standard products. N
2. Specified tests, inspections, and related actions do not limit Contractor's other quality-
assurance and -control procedures that facilitate compliance with the Contract Document z
requirements.
3. Requirements for Contractor to provide quality-assurance and -control services required
by Architect, Owner or authorities having jurisdiction are not limited by provisions of E
this Section.
4. Specific test and inspection requirements are not specified in this Section. >
C. Related Requirements:
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1. Section 012100 "Allowances" for testing and inspecting allowances. c
1.3 DEFINITIONS
A. Quality-Assurance Services: Activities, actions, and procedures performed before and during
execution of the Work to guard against defects and deficiencies and substantiate that proposed
construction will comply with requirements.
B. Quality-Control Services: Tests, inspections, procedures, and related actions during and after
execution of the Work to evaluate that actual products incorporated into the Work and
completed construction comply with requirements. Services do not include contract
enforcement activities performed by Architect.
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C. Mockups: Full-size physical assemblies that are constructed on-site. Mockups are constructed to
verify selections made under Sample submittals; to demonstrate aesthetic effects and, where
indicated, qualities of materials and execution; to review coordination, testing, or operation; to 0
show interface between dissimilar materials; and to demonstrate compliance with specified W
installation tolerances. Mockups are not Samples. Unless otherwise indicated, approved
mockups establish the standard by which the Work will be judged.
E
1. Laboratory Mockups: Full-size physical assemblies constructed at testing facility to
verify performance characteristics.
2. Integrated Exterior Mockups: Mockups of the exterior envelope erected separately from
the building but on Project site, consisting of multiple products, assemblies, and
subassemblies.
3. Room Mockups: Mockups of typical interior spaces complete with wall, floor, and
ceiling finishes, doors, windows, millwork casework specialties, furnishings and
equipment, and lighting. 0
D. Preconstruction Testing: Tests and inspections performed specifically for Project before
products and materials are incorporated into the Work, to verify performance or compliance
with specified criteria.
E. Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP, or a testing �--
agency qualified to conduct product testing and acceptable to authorities having jurisdiction, toCO
establish product performance and compliance with specified requirements.
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F. Source Quality-Control Testing: Tests and inspections that are performed at the source, e.g., N
plant, mill, factory, or shop.
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G. Field Quality-Control Testing: Tests and inspections that are performed on-site for installation N
of the Work and for completed Work.
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H. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing c
laboratory shall mean the same as testing agency.
I. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an
employee, Subcontractor, or Sub-subcontractor, to perform a particular construction operation, 0
including installation, erection, application, and similar operations.
I. Use of trade-specific terminology in referring to a trade or entity does not require that
certain construction activities be performed by accredited or unionized individuals, or
that requirements specified apply exclusively to specific trade(s). s
J. Experienced: When used with an entity or individual, "experienced" means having successfully
completed a minimum of five previous projects similar in nature, size, and extent to this Project;
being familiar with special requirements indicated; and having complied with requirements of E
authorities having jurisdiction.
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1.4 CONFLICTING REQUIREMENTS
A. Referenced Standards: If compliance with two or more standards is specified and the standards
establish different or conflicting requirements for minimum quantities or quality levels, comply
with the most stringent requirement. Refer conflicting requirements that are different, but
apparently equal, to Architect for a decision before proceeding.
E
B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be
the minimum provided or performed. The actual installation may comply exactly with the
minimum quantity or quality specified, or it may exceed the minimum within reasonable limits.
To comply with these requirements, indicated numeric values are minimum or maximum, as
appropriate, for the context of requirements. Refer uncertainties to Architect for a decision
before proceeding.
0
1.5 ACTION SUBMITTALS
A. Shop Drawings: For mockups, provide plans, sections, and elevations, indicating materials and
size of mockup construction. r`
1. Indicate manufacturer and model number of individual components. W
2. Provide axonometric drawings for conditions difficult to illustrate in two dimensions. co
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1.6 INFORMATIONAL SUBMITTALS cCD
44
A. Contractor's Quality-Control Plan: For quality-assurance and quality-control activities and
responsibilities. N
B. Qualification Data : For Contractor's quality-control personnel. :5
6
C. Contractor's Statement of Responsibility: When required by authorities having jurisdiction, >
submit copy of written statement of responsibility sent to authorities having jurisdiction before
starting work on the following systems:
c
1. Seismic-force-resisting system, designated seismic system, or component listed in the c
designated seismic system quality-assurance plan prepared by Architect.
2. Main wind-force-resisting system or a wind-resisting component listed in the wind-force-
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resisting system quality-assurance plan prepared by Architect.
D. Testing Agency Qualifications: For testing agencies specified in "Quality Assurance" Article to
demonstrate their capabilities and experience. Include proof of qualifications in the form of a
recent report on the inspection of the testing agency by a recognized authority.
E. Schedule of Tests and Inspections:Prepare in tabular form and include the following:
1. Specification Section number and title.
2. Entity responsible for performing tests and inspections.
3. Description of test and inspection.
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4. Identification of applicable standards.
5. Identification of test and inspection methods.
6. Number of tests and inspections required. 0
7. Time schedule or time span for tests and inspections. c
8. Requirements for obtaining samples.
9. Unique characteristics of each quality-control service.
E
1.7 CONTRACTOR'S QUALITY-CONTROL PLAN
A. Quality-Control Plan, General: Submit quality-control plan within 10 days of Notice to Proceed, -a
and not less than five days prior to preconstruction conference. Submit in format acceptable to
Architect. Identify personnel, procedures, controls, instructions, tests, records, and forms to be
used to carry out Contractor's quality-assurance and quality-control responsibilities. Coordinate
with Contractor's construction schedule. 0
B. Quality-Control Personnel Qualifications: Engage qualified full-time personnel trained and
experienced in managing and executing quality-assurance and quality-control procedures
similar in nature and extent to those required for Project.
1. Project quality-control manager may also serve as Project superintendent. �--
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C. Submittal Procedure: Describe procedures for ensuring compliance with requirements through
review and management of submittal process. Indicate qualifications of personnel responsible N
for submittal review. cv
D. Testing and Inspection: In quality-control plan, include a comprehensive schedule of Work
requiring testing or inspection,including the following: N
m
1. Contractor-performed tests and inspections including subcontractor-performed tests and :5
inspections. Include required tests and inspections and Contractor-elected tests and c
inspections.
2. Special inspections required by authorities having jurisdiction and indicated on the
"Statement of Special Inspections."
3. Owner-performed tests and inspections indicated in the Contract Documents. 0
E. Continuous Inspection of Workmanship: Describe process for continuous inspection during
construction to identify and correct deficiencies in workmanship in addition to testing and
inspection specified. Indicate types of corrective actions to be required to bring work into u
compliance with standards of workmanship established by Contract requirements and approved °®
mockups.
F. Monitoring and Documentation: Maintain testing and inspection reports including log of
approved and rejected results. Include work Architect has indicated as nonconforming or E
defective. Indicate corrective actions taken to bring nonconforming work into compliance with
requirements. Comply with requirements of authorities having jurisdiction.
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1.8 REPORTS AND DOCUMENTS
A. Test and Inspection Reports: Prepare and submit certified written reports specified in other
Sections. Include the following:
1. Date of issue.
2. Project title and number.
3. Name, address, and telephone number of testing agency.
4. Dates and locations of samples and tests or inspections.
5. Names of individuals making tests and inspections.
6. Description of the Work and test and inspection method.
7. Identification of product and Specification Section.
8. Complete test or inspection data.
9. Test and inspection results and an interpretation of test results.
10. Record of temperature and weather conditions at time of sample taking and testing and c
inspecting.
11. Comments or professional opinion on whether tested or inspected Work complies with
the Contract Document requirements.
12. Name and signature of laboratory inspector.
13. Recommendations on retesting and reinspecting.B. Manufacturer's Technical Representative's Field Reports: Prepare written information
documenting manufacturer's technical representative's tests and inspections specified in other
Sections. Include the following:
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1. Name, address, and telephone number of technical representative making report.
2. Statement on condition of substrates and their acceptability for installation of product.
3. Statement that products at Project site comply with requirements. ci
4. Summary of installation procedures being followed, whether they comply with
E
requirements and,if not,what corrective action was taken. M
5. Results of operational and other tests and a statement of whether observed performance >
complies with requirements.
6. Statement whether conditions,products, and installation will affect warranty.
7. Other required items indicated in individual Specification Sections.
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C. Factory-Authorized Service Representative's Reports: Prepare written information documenting
manufacturer's factory-authorized service representative's tests and inspections specified in
other Sections. Include the following:
I. Name, address, and telephone number of factory-authorized service representative
making report.
2. Statement that equipment complies with requirements. �.
3. Results of operational and other tests and a statement of whether observed performance m
complies with requirements.
4. Statement whether conditions,products, and installation will affect warranty.
5. Other required items indicated in individual Specification Sections.
D. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses,
certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee
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payments, judgments, correspondence, records, and similar documents, established for
compliance with standards and regulations bearing on performance of the Work.
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1.9 QUALITY ASSURANCE
A. General: Qualifications paragraphs in this article establish the minimum qualification levels
required; individual Specification Sections specify additional requirements.
B. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar
to those indicated for this Project and with a record of successful in-service performance, as -�
well as sufficient production capacity to produce required units.
C. Fabricator Qualifications: A firm experienced in producing products similar to those indicated
for this Project and with a record of successful in-service performance, as well as sufficient 0
production capacity to produce required units.
D. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling i
work similar in material, design, and extent to that indicated for this Project, whose work has
resulted in construction with a record of successful in-service performance.
E. Professional Engineer Qualifications: A professional engineer who is legally qualified to CO
W
practice in jurisdiction where Project is located and who is experienced in providing
engineering services of the kind indicated. Engineering services are defined as those performed N
for installations of the system, assembly, or product that are similar in material, design, and c�
extent to those indicated for this Project.
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F. Specialists: Certain Specification Sections require that specific construction activities shall be FL
performed by entities who are recognized experts in those operations. Specialists shall satisfy W
qualification requirements indicated and shall be engaged for the activities indicated.
6
1. Requirements of authorities having jurisdiction shall supersede requirements for
specialists.
G. Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the 0
experience and capability to conduct testing and inspecting indicated, as documented according e�
to ASTM E 329; and with additional qualifications specified in individual Sections; and, where
required by authorities having jurisdiction, that is acceptable to authorities. E
1. NRTL: A nationally recognized testing laboratory according to 29 CFR 1910.7.
2. NVLAP: A testing agency accredited according to NIST's National Voluntary Laboratory
Accreditation Program.
H. Manufacturer's Technical Representative Qualifications: An authorized representative of
manufacturer who is trained and approved by manufacturer to observe and inspect installation
of manufacturer's products that are similar in material, design, and extent to those indicated for
this Project.
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I. Factory-Authorized Service Representative Qualifications: An authorized representative of
manufacturer who is trained and approved by manufacturer to inspect installation of
manufacturer's products that are similar in material, design, and extent to those indicated for this
0
Project.
J. Preconstruction Testing: Where testing agency is indicated to perform preconstruction testing
for compliance with specified requirements for performance and test methods, comply with the
following:
1. Contractor responsibilities include the following:
a. Provide test specimens representative of proposed products and construction.
b. Submit specimens in a timely manner with sufficient time for testing and analyzing
results to prevent delaying the Work.
C. Provide sizes and configurations of test assemblies, mockups, and laboratory 0
mockups to adequately demonstrate capability of products to comply with
performance requirements.
d. Build site-assembled test assemblies and mockups using installers who will
perform same tasks for Project. r`
e. Build laboratory mockups at testing facility using personnel, products, and >-
methods of construction indicated for the completed Work. !i-
f. When testing is complete, remove test specimens, assemblies and mockups; do not co
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reuse products on Project.
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2. Testing Agency Responsibilities: Submit a certified written report of each test, N
inspection, and similar quality-assurance service to Architect with copy to Contractor.
Interpret tests and inspections and state in each report whether tested and inspected work Z
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complies with or deviates from the Contract Documents. ci
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K. Mockups: Before installing portions of the Work requiring mockups, build mockups for each
form of construction and finish required to comply with the following requirements, using c
materials indicated for the completed Work:
1. Build mockups in location and of size indicated or, if not indicated, as directed by
Architect. 0
0
2. Notify Architect seven days in advance of dates and times when mockups will be _
constructed.
3. Employ supervisory personnel who will oversee mockup construction. Employ workers
that will be employed during the construction at Project.
4. Demonstrate the proposed range of aesthetic effects and workmanship.
5. Obtain Architect's approval of mockups before starting work, fabrication, or construction.
a. Allow seven days for initial review and each re-review of each mockup.
6. Maintain mockups during construction in an undisturbed condition as a standard for
judging the completed Work.
7. Demolish and remove mockups when directed unless otherwise indicated.
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1.10 QUALITY CONTROL
A. Owner Responsibilities: Where quality-control services are indicated as Owner's responsibility,
Owner will engage a qualified testing agency to perform these services. W
1. Owner will furnish Contractor with names, addresses, and telephone numbers of testing 9
agencies engaged and a description of types of testing and inspecting they are engaged to
perform.
2. Payment for these services will be made from testing and inspecting allowances, as
authorized by Change Orders.
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3. Costs for retesting and reinspecting construction that replaces or is necessitated by work -a
that failed to comply with the Contract Documents will be charged to Contractor, and the
Contract Sum will be adjusted by Change Order.
B. Contractor Responsibilities: Tests and inspections not explicitly assigned to Owner are 0
Contractor's responsibility. Perform additional quality-control activities required to verify that
the Work complies with requirements,whether specified or not.
i
1. Unless otherwise indicated, provide quality-control services specified and those required
by authorities having jurisdiction. Perform quality-control services required of Contractor
by authorities having jurisdiction, whether specified or not.
2. Where services are indicated as Contractor's responsibility, engage a qualified testing
agency to perform these quality-control services.
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a. Contractor shall not employ same entity engaged by Owner, unless agreed to in
writing by Owner.
3. Notify testing agencies at least 24 hours in advance of time when Work that requires
testing or inspecting will be performed.
4. Where quality-control services are indicated as Contractor's responsibility, submit a :5
certified written report,in duplicate, of each quality-control service. >
5. Testing and inspecting requested by Contractor and not required by the Contract
Documents are Contractor's responsibility.
6. Submit additional copies of each written report directly to authorities having jurisdiction,
when they so direct. 0
0
C. Manufacturer's Field Services: Where indicated, engage a factory-authorized service
representative to inspect field-assembled components and equipment installation, including
service connections. Report results in writing as specified in Section 013300 "Submittal W
Procedures." _
D. Manufacturer's Technical Services: Where indicated, engage a manufacturer's technical
representative to observe and inspect the Work. Manufacturer's technical representative's
services include participation in preinstallation conferences, examination of substrates and
conditions, verification of materials, observation of Installer activities, inspection of completed
portions of the Work, and submittal of written reports.
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E. Retesting/Rennspecting: Regardless of whether original tests or inspections were Contractor's
responsibility, provide quality-control services, including retesting and reinspecting, for
construction that replaced Work that failed to comply with the Contract Documents.
0
F. Testing Agency Responsibilities: Cooperate with Architect and Contractor in performance of
duties. Provide qualified personnel to perform required tests and inspections.
E
1. Notify Architect and Contractor promptly of irregularities or deficiencies observed in the
Work during performance of its services.
2. Determine the location from which test samples will be taken and in which in-situ tests
are conducted.
3. Conduct and interpret tests and inspections and state in each report whether tested and
inspected work complies with or deviates from requirements.
4. Submit a certified written report, in duplicate, of each test, inspection, and similar
quality-control service through Contractor. c
5. Do not release, revoke, alter, or increase the Contract Document requirements or approve
or accept any portion of the Work.
6. Do not perform any duties of Contractor. i
r.
G. 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:
cv
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
U_
inspecting. Assist agency in obtaining samples. cv
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 c
agency.
7. Security and protection for samples and for testing and inspecting equipment at Project
site.
c
0
H. Coordination: Coordinate sequence of activities to accommodate required quality-assurance and
-control services with a minimum of delay and to avoid necessity of removing and replacing
construction to accommodate testing and inspecting. E
1. Schedule times for tests,inspections, obtaining samples, and similar activities.
I. Schedule of Tests and Inspections: Prepare a schedule of tests, inspections, and similar quality- F
control services required by the Contract Documents as a component of Contractor's quality-
control plan. Coordinate and submit concurrently with Contractor's construction schedule. E
Update as the Work progresses.
1. Distribution:Distribute schedule to Owner, Architect and testing agencies, and each party
involved in performance of portions of the Work where tests and inspections are required.
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1.11 SPECIAL TESTS AND INSPECTIONS
A. Special Tests and Inspections: Conducted by a qualified testing agency as required by
authorities having jurisdiction, as indicated in individual Specification Sections and as follows: c
76
1. Verifying that manufacturer maintains detailed fabrication and quality-control procedures 9
and reviews the completeness and adequacy of those procedures to perform the Work.
2. Notifying Architect and Contractor promptly of irregularities and deficiencies observed
in the Work during performance of its services.
3. Submitting a certified written report of each test, inspection, and similar quality-control
service to Architect with copy to Contractor and to authorities having jurisdiction. -a
4. Submitting a final report of special tests and inspections at Substantial Completion,
which includes a list of unresolved deficiencies.
5. Interpreting tests and inspections and stating in each report whether tested and inspected
work complies with or deviates from the Contract Documents. c
6. Retesting and reinspecting corrected work.
i
PART 2 -PRODUCTS (Not Used)
PART 3 -EXECUTION co
CD
3.1 TEST AND INSPECTION LOG CD
N
A. Test and Inspection Log:Prepare a record of tests and inspections. Include the following:
FL
N
1. Date test or inspection was conducted.
2. Description of the Work tested or inspected. :5
3. Date test or inspection results were transmitted to Architect. 6
4. Identification of testing agency or special inspector conducting test or inspection. >
B. Maintain log at Project site. Post changes and revisions as they occur. Provide access to test and
inspection log for Architect's reference during normal working hours. 0
0
3.2 REPAIR AND PROTECTION
E
A. General: On completion of testing, inspecting, sample taking, and similar services, repair
damaged construction and restore substrates and finishes.
1. Provide materials and comply with installation requirements specified in other
Specification Sections or matching existing substrates and finishes. Restore patched areas E
and extend restoration into adjoining areas with durable seams that are as invisible as
possible. Comply with the Contract Document requirements for cutting and patching in
Section 017300 "Execution."
B. Protect construction exposed by or for quality-control service activities.
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C. Repair and protection are Contractor's responsibility, regardless of the assignment of
responsibility for quality-control services.
c
0
END OF SECTION 014000
E
0
co
CD
r.
cv
CD
cv
FL
cv
0
c
0
E
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SECTION 014200 - REFERENCES
c
0
PART I - GENERAL
E
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section. -�
1.2 DEFINITIONS
0
A. General: Basic Contract definitions are included in the Conditions of the Contract.
B. "Approved": When used to convey Architect's action on Contractor's submittals, applications, i
and requests, "approved" is limited to Architect's duties and responsibilities as stated in the
Conditions of the Contract.
w
C. "Directed": A command or instruction by Architect. Other terms including "requested," co
it
authorized, selected, required, and permitted have the same meaning as directed.
T_
cv
D. "Indicated": Requirements expressed by graphic representations or in written form on N
Drawings, in Specifications, and in other Contract Documents. Other terms including "shown,"
noted, scheduled, and specified have the same meaning as indicated.
E. "Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having
jurisdiction, and rules, conventions, and agreements within the construction industry that control E
performance of the Work. 0
F. "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly
installation, and similar operations.
c
G. "Install": Unload, temporarily store, unpack, assemble, erect, place, anchor, apply, work to c
dimension, finish, cure,protect, clean, and similar operations at Project site.
H. "Provide": Furnish and install, complete and ready for the intended use.
I. "Project Site": Space available for performing construction activities. The extent of Project site
is shown on Drawings and may or may not be identical with the description of the land on
which Project is to be built.
1.3 INDUSTRY STANDARDS
A. Applicability of Standards: Unless the Contract Documents include more stringent
requirements, applicable construction industry standards have the same force and effect as if
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bound or copied directly into the Contract Documents to the extent referenced. Such standards
are made a part of the Contract Documents by reference.
c
B. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless c
otherwise indicated.
C. Copies of Standards: Each entity engaged in construction on Project should be familiar with
industry standards applicable to its construction activity. Copies of applicable standards are not
bound with the Contract Documents.
1. Where copies of standards are needed to perform a required construction activity, obtain -a
copies directly from publication source.
1.4 ABBREVIATIONS AND ACRONYMS 0
A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other
Contract Documents, they shall mean the recognized name of the entities indicated in Gale's
"Encyclopedia of Associations: National Organizations of the U.S." or in Columbia Books'
"National Trade& Professional Associations of the United States."
B. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other W
Contract Documents, they shall mean the recognized name of the entities in the following list.
This information is subject to change and is believed to be accurate as of the date of the N
Contract Documents. N
1. AABC - Associated Air Balance Council; www.aabc.com. _
2. AAMA- American Architectural Manufacturers Association; www.aamane".
cv
3. AAPFCO - Association of American Plant Food Control Officials; www.aapfco.org. a�
4. AASHTO - American Association of State Highway and Transportation Officials; :5
www.transportation.org. c
5. AATCC -American Association of Textile Chemists and Colorists; www.aatcc.oEg.
6. ABMA- American Bearing Manufacturers Association; www.americanbearings.org.
7. ABMA- American Boiler Manufacturers Association; www.abma.com.
8. ACI- American Concrete Institute; (Formerly: ACI International); www.abma.com. 0
9. ACPA- American Concrete Pipe Association; www.concrete-pipe.org. e�
10. AEIC -Association of Edison Illuminating Companies, Inc. (The); www.aeic.m.
11. AF&PA- American Forest& Paper Association; www.afandpa.org.
12. AGA- American Gas Association; www.a a.or .
13. AHAM- Association of Home Appliance Manufacturers;www.aham.orz.
14. AHRI-Air-Conditioning, Heating, and Refrigeration Institute(The); www.ahrinet.or .
15. Al- Asphalt Institute; www.asphaltinstitute.org.
16. AIA- American Institute of Architects (The); www.aia.or .
17. AISC - American Institute of Steel Construction; www.aisc.org. E
18. AISI-American Iron and Steel Institute; www.steel.org.
19. AITC - American Institute of Timber Construction; www.aitc-glulam.org.
20. AMCA- Air Movement and Control Association International, Inc.; www.amca.oEg.
21. ANSI-American National Standards Institute; www.ansi.org.
22. AOSA- Association of Official Seed Analysts, Inc.; www.aosaseed.com.
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23. APA- APA- The Engineered Wood Association; www.apawood.org.
24. APA- Architectural Precast Association; www.archprecast.or .
25. API- American Petroleum Institute; www.api.or .
26. ARI- Air-Conditioning& Refrigeration Institute; (See AHRI). c
27. ARI- American Refrigeration Institute; (See AHRI).
28. ARMA- Asphalt Roofing Manufacturers Association; www.asphaltroofing.org.
29. ASCE -American Society of Civil Engineers; www.asce.org.
�
30. ASCE/SEI - American Society of Civil Engineers/Structural Engineering Institute; (See
ASCE).
31. ASHRAE - American Society of Heating, Refrigerating and Air-Conditioning Engineers; ,
www.ashrae.org.
32. ASME - ASME International; (American Society of Mechanical Engineers);
www.asme.org.
33. ASSE -American Society of Safety Engineers (The); www.asse.or .
34. ASSE -American Society of Sanitary Engineering; www.asse-plumbing.org. 0
35. ASTM-ASTM International; www.astm.org.
36. ATIS - Alliance for Telecommunications Industry Solutions; www.atis.org.
37. AWEA - American Wind Energy Association; www.awea.or .
r.
38. AWI - Architectural Woodwork Institute; www.awinet.org.
39. AWMAC - Architectural Woodwork Manufacturers Association of Canada; >-
www.awmac.com. !i'
CO
40. AWPA- American Wood Protection Association; www.aMa.com.
41. AWS - American Welding Society; www.aws.org.
42. AWWA- American Water Works Association; www.awwa.org.
43. BHMA- Builders Hardware Manufacturers Association; www.buildershardware.com.
44. BIA- Brick Industry Association(The); www.gobrick.com.
45. BICSI- BICSI, Inc.; www.bicsi.org. M
46. BIFMA - BIFMA International; (Business and Institutional Furniture Manufacturer's
m
Association);www.bifhia.oEg. E
47. BISSC - Baking Industry Sanitation Standards Committee; www.bissc.org. 2
48. BWF - Badminton World Federation; (Formerly: International Badminton Federation); >
www.bissc.org.
49. CDA- Copper Development Association; www.copper.org.
50. CEA- Canadian Electricity Association; www.electricitv.ca.
51. CEA- Consumer Electronics Association; www.ce.or .
52. CFFA - Chemical Fabrics and Film Association, Inc.; www.chemicalfabricsandfilm.com.
53. CFSEI- Cold-Formed Steel Engineers Institute; www.efsei.org.
54. CGA- Compressed Gas Association; www.cganet.com. E
55. CIMA- Cellulose Insulation Manufacturers Association; www.cellulose.or .
56. CISCA- Ceilings & Interior Systems Construction Association; www.cisca.or s
57. CISPI-Cast Iron Soil Pipe Institute, www.cispi.org.
58. CLFMI-Chain Link Fence Manufacturers Institute; www.chainlinkinfo.org.
59. CPA- Composite Panel Association; www.pbmd£com.
60. CRI - Carpet and Rug Institute(The); www.carpet-rug.org.
61. CRRC -Cool Roof Rating Council; www.coolroofs.or .
62. CRSI- Concrete Reinforcing Steel Institute; wy .crsi.or .
63. CSA- Canadian Standards Association; www.csa.ca.
64. CSA - CSA International; (Formerly: IAS - International Approval Services); www.esa-
international.oEg.
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65. CSI-Construction Specifications Institute(The); www.csinet.org.
66. CSSB -Cedar Shake& Shingle Bureau; www.cedarbureau.org.
67. CTI- Cooling Technology Institute; (Formerly: Cooling Tower Institute); www.cti.or 0
68. CWC - Composite Wood Council; (See CPA).
69. DASMA- Door and Access Systems Manufacturers Association; www.dasma.com.
70. DHI- Door and Hardware Institute; www.dhi.org.
71. ECA- Electronic Components Association; (See ECIA).
E
72. ECAMA- Electronic Components Assemblies & Materials Association; (See ECIA).
73. ECIA- Electronic Components Industry Association; www.eciaonline.org.
74. EIA- Electronic Industries Alliance; (See TIA). ,
75. EIMA- EIFS Industry Members Association; www.elma.com.
76. EJMA- Expansion Joint Manufacturers Association, Inc.; www.ejma.org.
77. ESD - ESD Association; (Electrostatic Discharge Association); www.esda.or
78. ESTA- Entertainment Services and Technology Association; (See PLASA). Z
79. EVO - Efficiency Valuation Organization;www.evo-world.org. 0
80. FCI-Fluid Controls Institute; www.fluid controlsinstitute.or .
81. FIBA - Federation Internationale de Basketball; (The International Basketball
Federation); www.fiba.com.
82. FIVB - Federation Internationale de Volleyball; (The International Volleyball
Federation); www.fivb.org. w
83. FM Approvals -FM Approvals LLC; www.fmglobal.com. `-co
84. FM Global -FM Global; (Formerly: FMG-FM Global); www.finglobal.com.
85. FRSA - Florida Roofing, Sheet Metal & Air Conditioning Contractors Association, Inc.;
www.floridaroo£com. N
86. FSA- Fluid Sealing Association; www.fluids ealing.coin. N
87. FSC- Forest Stewardship Council U.S.; www.fscus.or .
88. GA- Gypsum Association; www.gypsuni.org. Z
89. GANA- Glass Association of North America; www.glasswebsite.com.
90. GS - Green Seal; www.greenseal.org.
91. HI- Hydraulic Institute; www.pumps.org. 2
92. HI/GAMA- Hydronics Institute/Gas Appliance Manufacturers Association; (See AHRI). >
93. HMMA- Hollow Metal Manufacturers Association; (See NAAMM).
94. HPVA- Hardwood Plywood& Veneer Association; www.hpva.org.
95. HPW- H. P.White Laboratory, Inc.; www.hpwhite.com.
96. IAPSC - International Association of Professional Security Consultants; www.iapsc.org. 0
97. IAS - International Accreditation Service; www.iasonline.or .
98. IAS - International Approval Services; (See CSA).
99. ICBO - International Conference of Building Officials; (See ICC). E
100. ICC - International Code Council; www.iccsafe.or .
101. ICEA- Insulated Cable Engineers Association, Inc.; www.icea.net. s
102. ICPA- International Cast Polymer Alliance; www.icpa-hd.org.
103. ICRI- International Concrete Repair Institute, Inc.; www.icri.org.
104. IEC -International Electrotechnical Commission; www.lec.ch.
E
105. IEEE- Institute of Electrical and Electronics Engineers, Inc. (The); www.ieee.org.
106. IES - Illuminating Engineering Society; (Formerly: Illuminating Engineering Society of
North America); www.ies.or .
107. IESNA- Illuminating Engineering Society of North America; (See IES).
108. IEST-Institute of Environmental Sciences and Technology; www.iest.org.
109. IGMA- Insulating Glass Manufacturers Alliance; www.igmaonline.org.
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110. IGSHPA - International Ground Source Heat Pump Association;
www.igshpa.okstate.edu.
111. ILI- Indiana Limestone Institute of America, Inc.; www.iliai.com.
112. Intertek - Intertek Group; (Formerly: ETL SEMCO; Intertek Testing Service NA);
www.intertek.com.
113. ISA - International Society of Automation (The); (Formerly: Instrumentation, Systems,
and Automation Society); www.isa.M.
114. ISAS - Instrumentation, Systems, and Automation Society(The); (See ISA).
115. ISFA - International Surface Fabricators Association; (Formerly: International Solid
Surface Fabricators Association);www.isfanow.org. ,
116. ISO -International Organization for Standardization; www.iso.org.
117. ISSFA- International Solid Surface Fabricators Association; (See ISFA).
118. ITU - International Telecommunication Union; www.itu.int/home.
119. KCMA- Kitchen Cabinet Manufacturers Association; www.kcma.org.
120. LMA- Laminating Materials Association; (See CPA). 0
121. LPI- Lightning Protection Institute; www.lightnin".
122. MBMA- Metal Building Manufacturers Association; www.mbma.com.
123. MCA- Metal Construction Association; www.metalconstruction.org.
124. MFMA - Maple Flooring Manufacturers Association, Inc.; www.maplefloor.org.
125. MFMA - Metal Framing Manufacturers Association, Inc.; www.metalframingrafg.org. >-
126. MHIA- Material Handling Industry of America; www.mhla.org. co
`-'
127. MIA- Marble Institute of America; www.marble-institute.com.
128. MMPA - Moulding& Millwork Producers Association; www.wpi=a.com.
129. MPI -Master Painters Institute; www.paintinfo.com.
130. MSS - Manufacturers Standardization Society of The Valve and Fittings Industry Inc.; `V
www.mss-hd.org.
131. NAAMM - National Association of Architectural Metal Manufacturers;
www.naamm.ors. N
132. NACE - NACE International; (National Association of Corrosion Engineers E
International); www.nace.or 0
133. NADCA-National Air Duct Cleaners Association;www.nadca.com.
134. NAIMA-North American Insulation Manufacturers Association; www.naima.M.
135. NBGQA -National Building Granite Quarries Association, Inc.; www.nbgga.com. w
136. NBI-New Buildings Institute; www.newbuildings.org.
137. NCAA-National Collegiate Athletic Association(The); www.ncaa.org. 0
138. NCMA-National Concrete Masonry Association; www.ncma.orZ.
139. NEBB -National Environmental Balancing Bureau; www.nebb.or
140. NECA-National Electrical Contractors Association; www.necanet.or . E
141. NeLMA-Northeastern Lumber Manufacturers Association; www.nelma.M.
142. NEMA-National Electrical Manufacturers Association; www.nema.org.
143. NETA - InterNational Electrical Testing Association; www.netaworld.or .
144. NFHS -National Federation of State High School Associations; www.nfhs.org.
145. NFPA -National Fire Protection Association; www.nfpa.org. 03
146. NFPA -NFPA International; (See NFPA).
147. NFRC -National Fenestration Rating Council; www.nfrc.or .
148. NHLA-National Hardwood Lumber Association; www.nhla.com.
149. NLGA-National Lumber Grades Authority; www.nlga.org.
150. NOFMA-National Oak Flooring Manufacturers Association; (See NWFA).
151. NOMMA-National Ornamental& Miscellaneous Metals Association; www.nomma.or .
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152. NRCA-National Roofing Contractors Association; www.nrca.net.
153. NRMCA -National Ready Mixed Concrete Association; www.nrmca.org.
154. NSF -NSF International; www.nsf or .
155. NSPE -National Society of Professional Engineers; www.nspe.org. 0
156. NSSGA-National Stone, Sand& Gravel Association; www.nssga.org.
157. NTMA-National Terrazzo& Mosaic Association, Inc. (The); www.ntma.com.
158. NWFA-National Wood Flooring Association; www.nwfa.org.
E
159. PCI-Precast/Prestressed Concrete Institute; www.pciorg.
160. PDI-Plumbing& Drainage Institute; www.pdionline.or .
161. PLASA - PLASA; (Formerly: ESTA - Entertainment Services and Technology ,
Association);www.plasa.org.
162. RCSC -Research Council on Structural Connections; www.boltcouadl.org.
163. RFCI- Resilient Floor Covering Institute; www.rfci.com.
164. RIS -Redwood Inspection Service; www.redwoodinspection.com. Z
165. SAE - SAE International; wy .sae.or 0
166. SCTE - Society of Cable Telecommunications Engineers;www.scte.org.
167. SDI- Steel Deck Institute; wy .sdi.or .
168. SDI- Steel Door Institute; www.steeldoor.org.
169. SEFA- Scientific Equipment and Furniture Association(The); www.sefalabs.com.
170. SEVASCE - Structural Engineering Institute/American Society of Civil Engineers; (See
ASCE). CO
171. SIA- Security Industry Association; www.siaonline.or .
172. SJI - Steel Joist Institute; www.steelaoist.org.
173. SMA - Screen Manufacturers Association; www.smainfo.orCD
174. SMACNA - Sheet Metal and Air Conditioning Contractors' National Association; C44
www.s mac na.ors.
175. SMPTE- Society of Motion Picture and Television Engineers; www.s=te.org. M
176. SPFA- Spray Polyurethane Foam Alliance; www.sprayfoam.org. N
177. SPIB - Southern Pine Inspection Bureau; www.spib.org. E
178. SPRI- Single Ply Roofing Industry; www.spri.org. 2
179. SRCC - Solar Rating& Certification Corporation; www.solar-ra!iU.org. >
180. SSINA- Specialty Steel Industry of North America; www.ssina.com.
181. SSPC- SSPC: The Society for Protective Coatings; www.sspc.org.
182. STI- Steel Tank Institute; www.steeltank.com.
183. SWI- Steel Window Institute; www.steelwindows.com. 0
184. SWPA- Submersible Wastewater Pump Association; www.sMa.org.
185. TCA- Tilt-Up Concrete Association; www.tilt-up.org.
186. TCNA- Tile Council of North America, Inc.; www.tileusa.com. E
187. TEMA- Tubular Exchanger Manufacturers Association, Inc.; www.tema.org.
188. TIA - Telecommunications Industry Association (The); (Formerly: TIA/EIA - s
Telecommunications Industry Association/Electronic Industries Alliance);
www.tiaonline.org.
189. TIA/EIA - Telecommunications Industry Association/Electronic Industries Alliance; (See
TIA).
190. TMS -The Masonry Society; www.masonrysociety.or�.
191. TPI- Truss Plate Institute; www.tpins".
192. TPI- Turfgrass Producers International; www.turfgrasssod.org.
193. TRI- Tile Roofing Institute; www.tileroofing.org.
194. UL -Underwriters Laboratories Inc.; www.ul.com.
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195. UNI- Uni-Bell PVC Pipe Association; www.uni-bell.org.
196. USAV- USA Volleyball; www.usavollUball.org.
197. USGBC -U.S. Green Building Council; www.us bg corg.
198. USITT-United States Institute for Theatre Technology, Inc.; www.usitt.org. c
199. WASTEC - Waste Equipment Technology Association; www.wastec.m. 6
200. WCLIB- West Coast Lumber Inspection Bureau; www.wclib.oEg. 9
201. WCMA- Window Covering Manufacturers Association; www.wcmanet.or g.
E
202. WDMA- Window&Door Manufacturers Association; www.wdma.coin.
203. WI- Woodwork Institute; www.wicnet.m. h®
204. WSRCA - Western States Roofing Contractors Association; www.wsrca.com. ,
205. WWPA- Western Wood Products Association; www.wMa.org.
C. Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract
Documents, they shall mean the recognized name of the entities in the following list. This
information is believed to be accurate as of the date of the Contract Documents. c
I. DIN- Deutsches Institut fur Normung e.V.; www.din.de.
2. IAPMO - International Association of Plumbing and Mechanical Officials;
www.iapmo.org.
3. ICC - International Code Council; www.iccsafe.or >-
4. ICC-ES -ICC Evaluation Service, LLC; www.icc-es.oEg.
co
D. 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 c�
list. Information is subject to change and is up to date as of the date of the Contract Documents.
1. COE- Army Corps of Engineers; www.usace.annv.mil.
2. CPSC-Consumer Product Safety Commission; www.cpsc.gov. ci
3. DOC - Department of Commerce; National Institute of Standards and Technology; W
E
www.nisi.Gov. 2
4. DOD - Department of Defense; www.guicksearch.dla.mil. >
5. DOE - Department of Energy; www.ener ��ov.
6. EPA- Environmental Protection Agency;www.epov.
7. FAA- Federal Aviation Administration; www.faa.gov.
8. FG-Federal Government Publications; www.gpo.gov.
9. GSA- General Services Administration; wy . sa. ov.
10. HUD - Department of Housing and Urban Development; www.hud.gov. _
11. LBL - Lawrence Berkeley National Laboratory; Environmental Energy Technologies
Division; www.eetd_lbl.gov.
12. OSHA- Occupational Safety& Health Administration; www.osha.gov.
13. SD - Department of State; wwwstate.gov.
14. TRB - Transportation Research Board; National Cooperative Highway Research
Program; The National Academies; wy .trb.or .
15. USDA - Department of Agriculture; Agriculture Research Service; U.S. Salinity
Laboratory; www.ars.usda.gov.
16. USDA- Department of Agriculture; Rural Utilities Service; www.usha.gov. <
17. USDJ - Department of Justice; Office of Justice Programs; National Institute of Justice;
www.oip.usdo�gov.
18. USP -U.S.Pharmacopeial Convention; wy w usp.org.
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19. USPS -United States Postal Service; www.usps.coin.
E. Standards and Regulations: Where abbreviations and acronyms are used in Specifications or
other Contract Documents, they shall mean the recognized name of the standards and
regulations in the following list. This information is subject to change and is believed to be
accurate as of the date of the Contract Documents.
E
1. CFR - Code of Federal Regulations; Available from Government Printing Office;
www. o.gov/fdsys.
2. DOD - Department of Defense; Military Specifications and Standards; Available from
DLA Document Services; www.quicksearch.dla.mil. -a
3. DSCC -Defense Supply Center Columbus; (See FS).
4. FED-STD - Federal Standard; (See FS).
5. FS - Federal Specification; Available from DLA Document Services;
www.guicksearch.dla.mil. c
a. Available from Defense Standardization Program; www.dsp.dla.mil.
b. Available from General Services Administration; www.�s, a. ov.
C. Available from National Institute of Building Sciences/Whole Building Design
Guide; www.wbdg.oEg/ccb. >-
6. MILSPEC- Military Specification and Standards; (See DOD).
7. USAB - United States Access Board; www.access-board.gov.
8. USATBCB - U.S. Architectural & Transportation Barriers Compliance Board; (See c44
CD
USAB). C44
F. State Government Agencies: Where abbreviations and acronyms are used in Specifications or
other Contract Documents, they shall mean the recognized name of the entities in the following N
list. This information is subject to change and is believed to be accurate as of the date of the
Contract Documents. �
6
1. CBHF; State of California; Department of Consumer Affairs; Bureau of Electronic and
Appliance Repair, Home Furnishings and Thermal Insulation; www.bearhftl.ca.gov.
2. CCR; California Code of Regulations; Office of Administrative Law; California Title 24
Energy Code; www.calregs.com. c
0
3. CDHS; California Department of Health Services; (See CDPH).
4. CDPH; California Department of Public Health; Indoor Air Quality Program; www.cal-
iacl.org. E
5. CPUC; California Public Utilities Commission; www.cpuc.ca.gov.
6. SCAQMD; South Coast Air Quality Management District; www.admd. 00vv. s
7. TFS; Texas A&M Forest Service; Sustainable Forestry and Economic Development;
www.txforestservice.tamu.edu. �.
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PART 2 -PRODUCTS (Not Used)
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PART 3 -EXECUTION(Not Used) c
END OF SECTION 014200
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SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS
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0
PART I - GENERAL
E
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY
0
A. Section includes requirements for temporary utilities, support facilities, and security and
protection facilities.
i
B. Related Requirements:
1. Section 011000 "Summary" for work restrictions and limitations on utility interruptions.
ot�
1.3 USE CHARGES
N
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A. General: Installation and removal of and use charges for temporary facilities shall be included in
the Contract Sum unless otherwise indicated. Allow other entities to use temporary services and z
facilities without cost, including, but not limited to Architect, testing agencies, and authorities U-
N
having jurisdiction. m
B. Water and Sewer Service from Existing System: Water from Owner's existing water system is
available for use without metering and without payment of use charges. Provide connections
and extensions of services as required for construction operations.
C. Electric Power Service from Existing System: Electric power from Owner's existing system is
available for use without metering and without payment of use charges. Provide connections c
and extensions of services as required for construction operations.
E
1.4 INFORMATIONAL SUBMITTALS
A. Site Plan: Show temporary facilities, utility hookups, staging areas, and parking areas for
construction personnel.
B. Erosion- and Sedimentation-Control Plan: Show compliance with requirements of EPA
Construction General Permit or authorities having jurisdiction, whichever is more stringent.
C. Moisture-Protection Plan: Describe procedures and controls for protecting materials and
construction from water absorption and damage.
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1. Describe delivery, handling, and storage provisions for materials subject to water
absorption or water damage.
2. Indicate procedures for discarding water-damaged materials, protocols for mitigating
water intrusion into completed Work, and replacing water-damaged Work. c
3. Indicate sequencing of work that requires water, such as sprayed fire-resistive materials,
plastering, and terrazzo grinding, and describe plans for dealing with water from these
operations. Show procedures for verifying that wet construction has dried sufficient) to
p p Y g Y
permit installation of finish materials.
D. Dust- and HVAC-Control Plan: Submit coordination drawing and narrative that indicates the ,
dust- and HVAC-control measures proposed for use, proposed locations, and proposed time
frame for their operation. Identify further options if proposed measures are later determined to
be inadequate. Include the following:
I. Locations of dust-control partitions at each phase of work. c
2. HVAC system isolation schematic drawing.
3. Location of proposed air-filtration system discharge.
4. Waste handling procedures. i
5. Other dust-control measures.
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1.5 QUALITY ASSURANCE co
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A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary N
electric service. Install service to comply with NFPA 70.
B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each
temporary utility before use. Obtain required certifications and permits. N
m
C. Accessible Temporary Egress: Comply with applicable provisions in the U.S. Architectural & :5
Transportation Barriers Compliance Board's ADA-ABA Accessibility Guidelines and Florida c
Building Code Accessibility Code.
1.6 PROJECT CONDITIONS 0
0
A. Temporary Use of Permanent Facilities: Engage Installer of each permanent service to assume
responsibility for operation, maintenance, and protection of each permanent service during its
use as a construction facility before Owner's acceptance, regardless of previously assigned
responsibilities.
PART 2 -PRODUCTS
2.1 MATERIALS
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A. Portable Chain-Link Fencing: Minimum 2-inch, 0.148-inch-thick, galvanized-steel, chain-link
fabric fencing; minimum 6 feet high with galvanized-steel pipe posts; minimum 2-3/8-inch-OD
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line posts and 2-7/8-inch-OD corner and pull posts, with 1-5/8-inch-OD top and bottom rails.
Provide galvanized-steel bases for supporting posts.
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B. Polyethylene Sheet: Reinforced, fire-resistive sheet, 10-mil minimum thickness, with flame- c
spread rating of 15 or less per ASTM E 84 and passing NFPA 701 Test Method 2.
C. Dust-Control Adhesive-Surface Walk-off Mats: Provide mats minimum 36 by 60 inches.
2.2 TEMPORARY FACILITIES
A. Field Offices, General: Prefabricated or mobile units with serviceable finishes, temperature
controls, and foundations adequate for normal loading.
B. Common-Use Field Office: Of sufficient size to accommodate needs of Owner, Architect and c
construction personnel office activities and to accommodate Project meetings specified in other
Division 01 Sections. Keep office clean and orderly. Furnish and equip offices as follows:
i
1. Furniture required for Project-site documents including file cabinets, plan tables, plan
racks, and bookcases.
2. Conference room of sufficient size to accommodate meetings of 10 individuals. Provide
electrical power service and 120-V ac duplex receptacles, with no fewer than one co
receptacle on each wall. Furnish room with conference table, chairs, and 4-foot-square
tack and marker boards.
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3. Drinking water and private toilet. cv
4. Coffee machine and supplies.
5. Heating and cooling equipment necessary to maintain a uniform indoor temperature of 68
to 72 deg F. N
6. Lighting fixtures capable of maintaining average illumination of 20 fc at desk height. W
C. Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to accommodate c
materials and equipment for construction operations.
1. Store combustible materials apart from building.
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2.3 EQUIPMENT
A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by
locations and classes of fire exposures.
B. HVAC Equipment: Unless Owner authorizes use of permanent HVAC system, provide vented,
self-contained, liquid-propane-gas or fuel-oil heaters with individual space thermostatic control.
E
1. Use of gasoline-burning space heaters, open-flame heaters, or salamander-type heating
units is prohibited.
2. Heating Units: Listed and labeled for type of fuel being consumed, by a qualified testing
agency acceptable to authorities having jurisdiction, and marked for intended location
and application.
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3. Permanent HVAC System: If Owner authorizes use of permanent HVAC system for
temporary use during construction,provide filter with MERV of 8 at each return-air grille
in system and remove at end of construction and clean HVAC system as required in 0
Section 017700 "Closeout Procedures". c
C. Air-Filtration Units: Primary and secondary HEPA-filter-equipped portable units with four-
stage filtration. Provide single switch for emergency shutoff. Configure to run continuously.
PART 3 -EXECUTION
3.1 INSTALLATION, GENERAL
A. Locate facilities where they will serve Project adequately and result in minimum interference c
with performance of the Work. Relocate and modify facilities as required by progress of the
Work.
i
1. Locate facilities to limit site disturbance as specified in Section 011000 "Summary."
B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities
are no longer needed or are replaced by authorized use of completed permanent facilities. co
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3.2 TEMPORARY UTILITY INSTALLATION CD
A. General: Install temporary service or connect to existing service.
1. Arrange with utility company, Owner, and existing users for time when service can be
interrupted, if necessary, to make connections for temporary services. E
6
B. Water Service: Connect to Owner's existing water service facilities. Clean and maintain water >
service facilities in a condition acceptable to Owner. At Substantial Completion, restore these
facilities to condition existing before initial use.
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C. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of c
construction personnel. Comply with requirements of authorities having jurisdiction for type, ru
number, location, operation, and maintenance of fixtures and facilities. S
E
1. Toilets: Use of Owner's existing toilet facilities will be permitted, as long as facilities are
cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, s
restore these facilities to condition existing before initial use.
D. Coolie Provide temporary coolie required b construction activities for curia or drying of E
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completed installations or for protecting installed construction from adverse effects of low
temperatures or high humidity. Select equipment that will not have a harmful effect on
completed installations or elements being installed.
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E. Isolation of Work Areas in Occupied Facilities: Prevent dust, fumes, and odors from entering
occupied areas.
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1. Prior to commencing work, isolate the HVAC system in area where work is to be c
performed according to coordination drawings.
a. Disconnect supply and return ductwork in work area from HVAC systems
servicing occupied areas.
b. Maintain negative air pressure within work area using HEPA-equipped air-
filtration units, starting with commencement of temporary partition construction,
and continuing until removal of temporary partitions is complete.
2. Maintain dust partitions during the Work. Use vacuum collection attachments on dust-
producing equipment. Isolate limited work within occupied areas using portable dust-
containment devices. 0
3. Perform daily construction cleanup and final cleanup using approved, HEPA-filter-
equipped vacuum equipment.
i
F. Ventilation and Humidity Control: Provide temporary ventilation required by construction
activities for curing or drying of completed installations or for protecting installed construction >_
from adverse effects of high humidity. Select equipment that will not have a harmful effect on !i
completed installations or elements being installed. Coordinate ventilation requirements to co
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produce ambient condition required and minimize energy consumption.
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I. Provide dehumidification systems when required to reduce substrate moisture levels to N
level required to allow installation or application of finishes.
G. Electric Power Service: Connect to Owner's existing electric power service. Maintain equipment N
in a condition acceptable to Owner.
H. Lighting: Provide temporary lighting with local switching that provides adequate illumination c
for construction operations, observations, inspections, and traffic conditions.
1. Install and operate temporary lighting that fulfills security and protection requirements
without operating entire system. 0
2. Install lighting for Project identification sign.
3.3 SUPPORT FACILITIES INSTALLATION
A. General: Comply with the following:
1. Provide construction for temporary offices, shops, and sheds located within construction
m
area or within 30 feet of building lines that is noncombustible according to ASTM E 136.
Comply with NFPA 241.
2. Maintain support facilities until Architect schedules Substantial Completion inspection.
Remove before Substantial Completion. Personnel remaining after Substantial
Completion will be permitted to use permanent facilities, under conditions acceptable to
Owner.
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B. Traffic Controls: Comply with requirements of authorities having jurisdiction.
1. Protect existing site improvements to remain including curbs,pavement, and utilities.
2. Maintain access for fire-fighting equipment and access to fire hydrants. W
C. Parking: Use designated areas of Owner's existing parking areas for construction personnel. 9
E
D. Project Signs: Provide Project signs as indicated. Unauthorized signs are not permitted.
1. Identification Signs:Provide Project identification signs as indicated on Drawings.
2. Temporary Signs: Provide other signs as indicated and as required to inform public and -�
individuals seeking entrance to Project.
a. Provide temporary, directional signs for construction personnel and visitors.
0
3. Maintain and touchup signs so they are legible at all times.
E. Waste Disposal Facilities: Comply with requirements specified in Section 017419 i
"Construction Waste Management and Disposal."
F. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste
from construction operations. Comply with requirements of authorities having jurisdiction. co
Comply with progress cleaning requirements in Section 017300 "Execution."
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G. Temporary Elevator Use:Use of elevators is not permitted. N
H. Existing Elevator Use: Use of Owner's existing elevators will be permitted, provided elevators _
are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, �'-
N
restore elevators to condition existing before initial use, including replacing worn cables, guide
shoes, and similar items of limited life. :5
6
1. Do not load elevators beyond their rated weight capacity. >
2. Provide protective coverings, barriers, devices, signs, or other procedures to protect
elevator car and entrance doors and frame. If, despite such protection, elevators become
damaged, engage elevator Installer to restore damaged work so no evidence remains of 0
correction work. Return items that cannot be refinished in field to the shop, make c
required repairs and refinish entire unit, or provide new units as required.
I. Temporary Stairs: Until permanent stairs are available, provide temporary stairs where ladders
are not adequate. °®
J. Existing Stair Usage: Use of Owner's existing stairs will be permitted, provided stairs are
cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restore
stairs to condition existing before initial use. E
1. Provide protective coverings, barriers, devices, signs, or other procedures to protect stairs
and to maintain means of egress. If stairs become damaged, restore damaged areas so no
evidence remains of correction work.
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3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION
A. Protection of Existing Facilities: Protect existing vegetation, equipment, structures, utilities, and
other improvements at Project site and on adjacent properties, except those indicated to be 0
removed or altered. Repair damage to existing facilities.
B. Environmental Protection: Provide protection, operate temporary facilities, and conduct
construction as required to comply with environmental regulations and that minimize possible
air,waterway, and subsoil contamination or pollution or other undesirable effects.
1. Comply with work restrictions specified in S ection 011000 "Summary." -a
C. Pest Control: Engage pest-control service to recommend practices to minimize attraction and
harboring of rodents, roaches, and other pests and to perform extermination and control
procedures at regular intervals so Project will be free of pests and their residues at Substantial 0
Completion. Perform control operations lawfully, using environmentally safe materials.
D. Site Enclosure Fence: Before construction operations begin, furnish and install site enclosure
fence in a manner that will prevent people and animals from easily entering site except by
entrance gates.
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1. Extent of Fence: As required to enclose entire Project site or portion determined
sufficient to accommodate construction operations.
2. Maintain security by limiting number of keys and restricting distribution to authorized ci
personnel. Furnish one set of keys to Owner. c�
E. Security Enclosure and Lockup: Install temporary enclosure around partially completed areas of
construction. Provide lockable entrances to prevent unauthorized entrance, vandalism, theft, and N
similar violations of security. Lock entrances at end of each work day.
F. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having c
jurisdiction for erecting structurally adequate barricades,including warning signs and lighting.
G. Temporary Egress: Maintain temporary egress from existing occupied facilities as indicated and W
as required by authorities having jurisdiction. 0
H. Covered Walkway: Erect protective, covered walkway for passage of individuals through or
adjacent to Project site. Coordinate with entrance gates, other facilities, and obstructions.
Comply with regulations of authorities having jurisdiction and requirements indicated on
Drawings. _
1. Construct covered walkways using scaffold or shoring framing.
2. Provide overhead decking, protective enclosure walls, handrails, barricades, warning
signs, exit signs, lights, safe and well-drained walkways, and similar provisions for E
protection and safe passage.
3. Paint and maintain appearance of walkway for duration of the Work.
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I. Temporary Enclosures: Provide temporary enclosures for protection of construction, in progress
and completed, from exposure, foul weather, other construction operations, and similar
activities. Provide temporary weathertight enclosure for building exterior.
0
1. Where heating or cooling is needed and permanent enclosure is incomplete, insulate
temporary enclosures.
E
J. Temporary Partitions: Provide floor-to-ceiling dustproof partitions to limit dust and dirt
migration and to separate areas occupied by Owner and tenants from fumes and noise.
1. Construct dustproof partitions with gypsum wallboard with joints taped on occupied side, -a
and fire-retardant-treated plywood on construction operations side.
2. Construct dustproof partitions with two layers of 6-mil polyethylene sheet on each side.
Cover floor with two layers of 6-mil polyethylene sheet, extending sheets 18 inches up
the sidewalls. Overlap and tape full length of joints. Cover floor with fire-retardant- 0
treated plywood.
a. Construct vestibule and airlock at each entrance through temporary partition with
not less than 48 inches between doors. Maintain water-dampened foot mats in
vestibule. >-
3. Where fire-resistance-rated temporary partitions are indicated or are required by co
c,
authorities having jurisdiction, construct partitions according to the rated assemblies.
4. Insulate partitions to control noise transmission to occupied areas.
5. Seal joints and perimeter. Equip partitions with gasketed dustproof doors and security N
locks where openings are required.
6. Protect air-handling equipment.
7. Provide walk-off mats at each entrance through temporary partition. N
m
K. Temporary Fire Protection: Install and maintain temporary fire-protection facilities of types :5
needed to protect against reasonably predictable and controllable fire losses. Comply with >
NFPA 241; manage fire-prevention program.
1. Prohibit smoking in construction areas.
2. Supervise welding operations, combustion-type temporary heating units, and similar 0
sources of fire ignition according to requirements of authorities having jurisdiction. W
3. Develop and supervise an overall fire-prevention and -protection program for personnel
at Project site. Review needs with local fire department and establish procedures to be
followed. Instruct personnel in methods and procedures. Post warnings and information. W
4. Provide temporary standpipes and hoses for fire protection. Hang hoses with a warning
sign stating that hoses are for fire-protection purposes only and are not to be removed.
Match hose size with outlet size and equip with suitable nozzles.
3.5 MOISTURE AND MOLD CONTROL
A. Contractor's Moisture-Protection Plan: Avoid trapping water in finished work. Document
visible signs of mold that may appear during construction.
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B. Exposed Construction Phase: Before installation of weather barriers, when materials are subject
to wetting and exposure and to airborne mold spores, protect as follows:
c
1. Protect porous materials from water damage. c
2. Protect stored and installed material from flowing or standing water.
3. Keep porous and organic materials from coming into prolonged contact with concrete.
4. Remove standing water from decks.
5. Keep deck openings covered or dammed.
3.6 OPERATION, TERMINATION, AND REMOVAL
A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and
abuse, limit availability of temporary facilities to essential and intended uses.
0
B. Maintenance: Maintain facilities in good operating condition until removal.
1. Maintain operation of temporary enclosures, heating, cooling, humidity control, i
ventilation, and similar facilities on a 24-hour basis where required to achieve indicated
results and to avoid possibility of damage.
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C. Operate Project-identification-sign lighting daily from dusk until 12:00 midnight. co
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D. Temporary Facility Changeover: Do not change over from using temporary security and N
protection facilities to permanent facilities until Substantial Completion. N
E. Termination and Removal: Remove each temporary facility when need for its service has ended, _
when it has been replaced by authorized use of a permanent facility, or no later than Substantial N
Completion. Complete or, if necessary, restore permanent construction that may have been W
delayed because of interference with temporary facility. Repair damaged Work, clean exposed :5
surfaces, and replace construction that cannot be satisfactorily repaired. 6
1. Materials and facilities that constitute temporary facilities are property of Contractor.
Owner reserves right to take possession of Project identification signs.
2. Remove temporary roads and paved areas not intended for or acceptable for integration
into permanent construction. Where area is intended for landscape development, remove c
soil and aggregate fill that do not comply with requirements for fill or subsoil. Remove
materials contaminated with road oil, asphalt and other petrochemical compounds, and E
other substances that might impair growth of plant materials or lawns. Repair or replace
street paving, curbs, and sidewalks at temporary entrances, as required by authorities °®
having jurisdiction.
3. At Substantial Completion, repair, renovate, and clean permanent facilities used during
construction period. Comply with final cleaning requirements specified in
Section 017700 "Closeout Procedures." E
END OF SECTION 015000
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SECTION 016000 -PRODUCT REQUIREMENTS
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PART I - GENERAL
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1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY
0
A. Section includes administrative and procedural requirements for selection of products for use in
Project; product delivery, storage, and handling; manufacturers' standard warranties on
products; special warranties; and comparable products. i
B. Related Requirements:
1. Section 012100 "Allowances" for products selected under an allowance. co
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2. Section 012500 "Substitution Procedures" for requests for substitutions.
3. Section 014200 "References" for applicable industry standards for products specified. N
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1.3 DEFINITIONS
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A. Products: Items obtained for incorporating into the Work, whether purchased for Project or m
taken from previously purchased stock. The term "product" includes the terms "material,"
"equipment," "system," and terms of similar intent. 0
1. Named Products: Items identified by manufacturer's product name, including make or
model number or other designation shown or listed in manufacturer's published product
literature, that is current as of date of the Contract Documents.
2. New Products: Items that have not previously been incorporated into another project or c
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facility. Products salvaged or recycled from other projects are not considered new
products. —
3. Comparable Product: Product that is demonstrated and approved through submittal
process to have the indicated qualities related to type, function, dimension, in-service
performance, physical properties, appearance, and other characteristics that equal or
exceed those of specified product.
B. Basis-of-Design Product Specification: A specification in which a specific manufacturer's m
product is named and accompanied by the words "basis-of-design product," including make or
model number or other designation, to establish the significant qualities related to type,
function, dimension, in-service performance, physical properties, appearance, and other
characteristics for purposes of evaluating comparable products of additional manufacturers
named in the specification.
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1.4 ACTION SUBMITTALS
A. Comparable Product Requests: Submit request for consideration of each comparable product.
Identify product or fabrication or installation method to be replaced. Include Specification c
Section number and title and Drawing numbers and titles.
1. Include data to indicate compliance with the requirements specified in "Comparable
Products" Article.
2. Architect's Action: If necessary, Architect will request additional information or
documentation for evaluation within one week of receipt of a comparable product
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request. Architect will notify Contractor of approval or rejection of proposed comparable
product request within 15 days of receipt of request, or seven days of receipt of additional
information or documentation,whichever is later.
a. Form of Approval: As specified in Section 013300 "Submittal Procedures." 0
b. Use product specified if Architect does not issue a decision on use of a comparable
product request within time allocated.
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B. Basis-of-Design Product Specification Submittal: Comply with requirements in Section 013300
"Submittal Procedures." Show compliance with requirements.
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1.5 QUALITY ASSURANCE
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A. Compatibility of Options: If Contractor is given option of selecting between two or more c�
products for use on Project, select product compatible with products previously selected, even if
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previously selected products were also options.
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I. Each contractor is responsible for providing products and construction methods
compatible with products and construction methods of other contractors.
2. If a dispute arises between contractors over concurrently selectable but incompatible c
products, Architect will determine which products shall be used.
1.6 PRODUCT DELIVERY, STORAGE, AND HANDLING 0
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A. Deliver, store, and handle products using means and methods that will prevent damage,
deterioration, and loss, including theft and vandalism. Comply with manufacturer's written
E
instructions.
B. Delivery and Handling:
1. Schedule delivery to minimize long-term storage at Project site and to prevent
overcrowding of construction spaces. E
2. Coordinate delivery with installation time to ensure minimum holding time for items that U
are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other
losses.
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3. Deliver products to Project site in an undamaged condition in manufacturer's original
sealed container or other packaging system, complete with labels and instructions for
handling, storing, unpacking, protecting, and installing. 0
4. Inspect products on delivery to determine compliance with the Contract Documents and W
to determine that products are undamaged and properly protected.
C. Storage:
1. Store products to allow for inspection and measurement of quantity or counting of units.
2. Store materials in a manner that will not endanger Project structure.
3. Store products that are subject to damage by the elements, under cover in a weathertight
enclosure above ground, with ventilation adequate to prevent condensation.
4. Protect foam plastic from exposure to sunlight, except to extent necessary for period of
installation and concealment.
5. Comply with product manufacturer's written instructions for temperature, humidity, c
ventilation, and weather-protection requirements for storage.
6. Protect stored products from damage and liquids from freezing.
7. Provide a secure location and enclosure at Project site for storage of materials and
equipment by Owner's construction forces. Coordinate location with Owner.
1.7 PRODUCT WARRANTIES co
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A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other N
warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on N
product warranties do not relieve Contractor of obligations under requirements of the Contract
Documents.
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1. Manufacturer's Warranty: Written warranty furnished by individual manufacturer for a
particular product and specifically endorsed by manufacturer to Owner. M
2. Special Warranty: Written warranty required by the Contract Documents to provide c
specific rights for Owner.
B. Special Warranties: Prepare a written document that contains appropriate terms and
identification, ready for execution. 0
1. Manufacturer's Standard Form: Modified to include Project-specific information and
properly executed. E
2. Specified Form: When specified forms are included with the Specifications, prepare a
written document using indicated form properly executed. _
3. See other Sections for specific content requirements and particular requirements for
submitting special warranties.
C. Submittal Time: Comply with requirements in Section 017700 "Closeout Procedures."
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PART 2 -PRODUCTS
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2.1 PRODUCT SELECTION PROCEDURES c
A. General Product Requirements: Provide products that comply with the Contract Documents, are
undamaged and, unless otherwise indicated, are new at time of installation.
1. Provide products complete with accessories, trim, finish, fasteners, and other items
needed for a complete installation and indicated use and effect.
2. Standard Products: If available, and unless custom products or nonstandard options are -�
specified, provide standard products of types that have been produced and used
successfully in similar situations on other projects.
3. Owner reserves the right to limit selection to products with warranties not in conflict with
requirements of the Contract Documents. 0
4. Where products are accompanied by the term "as selected," Architect will make
selection.
5. Descriptive, performance, and reference standard requirements in the Specifications
establish salient characteristics of products.
6. Or Equal: For products specified by name and accompanied by the term"or equal," or"or >_
approved equal," or "or approved," comply with requirements in "Comparable Products" w
Article to obtain approval for use of an unnamed product. co
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B. Product Selection Procedures: N
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1. Product: Where Specifications name a single manufacturer and product, provide the
named product that complies with requirements. Comparable products or substitutions for z
Contractor's convenience will not be considered. u_
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2. Manufacturer/Source: Where Specifications name a single manufacturer or source, m
provide a product by the named manufacturer or source that complies with requirements.
Comparable products or substitutions for Contractor's convenience will not be c
considered.
3. Products:
a. Restricted List: Where Specifications include a list of names of both manufacturers
and products, provide one of the products listed that complies with requirements.
Comparable products or substitutions for Contractor's convenience will not be
considered. E
b. Nonrestricted List: Where Specifications include a list of names of both available W
manufacturers and products, provide one of the products listed, or an unnamed
product, that complies with requirements. Comply with requirements in
"Comparable Products" Article for consideration of an unnamed product.
4. Manufacturers:
a. Restricted List: Where Specifications include a list of manufacturers' names,
provide a product by one of the manufacturers listed that complies with
requirements. Comparable products or substitutions for Contractor's convenience
will not be considered.
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b. Nonrestricted List: Where Specifications include a list of available manufacturers,
provide a product by one of the manufacturers listed, or a product by an unnamed
manufacturer, that complies with requirements. Comply with requirements in 0
"Comparable Products" Article for consideration of an unnamed manufacturer's W
product.
5. Basis-of-Design Product: Where Specifications name a product, or refer to a product
indicated on Drawings, and include a list of manufacturers, provide the specified or
indicated product or a comparable product by one of the other named manufacturers.
Drawings and Specifications indicate sizes,profiles, dimensions, and other characteristics
that are based on the product named. Comply with requirements in "Comparable
Products" Article for consideration of an unnamed product by one of the other named
manufacturers.
C. Visual Matching Specification: Where Specifications require "match Architect's sample", c
provide a product that complies with requirements and matches Architect's sample. Architect's
decision will be final on whether a proposed product matches.
i
1. If no product available within specified category matches and complies with other
specified requirements, comply with requirements in Section 012500 "Substitution >-
Procedures" for proposal of product. w
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D. Visual Selection Specification: Where Specifications include the phrase "as selected by
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Architect from manufacturer's full range" or similar phrase, select a product that complies with N
requirements. Architect will select color, gloss, pattern, density, or texture from manufacturer's
product line that includes both standard and premium items.
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2.2 COMPARABLE PRODUCTS m
A. Conditions for Consideration: Architect will consider Contractor's request for comparable c
product when the following conditions are satisfied. If the following conditions are not satisfied, 0
Architect may return requests without action, except to record noncompliance with these
requirements:
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1. Evidence that the proposed product does not require revisions to the Contract Documents,
that it is consistent with the Contract Documents and will produce the indicated results,
and that it is compatible with other portions of the Work. E
2. Detailed comparison of significant qualities of proposed product with those named in the
Specifications. Significant qualities include attributes such as performance, weight, size, s
durability, visual effect, and specific features and requirements indicated.
3. Evidence that proposed product provides specified warranty.
4. List of similar installations for completed projects with project names and addresses and
names and addresses of architects and owners, if requested. E
5. Samples, if requested.
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PART 3 -EXECUTION(Not Used)
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END OF SECTION 016000 c
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SECTION 017300 - EXECUTION
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PART I - GENERAL
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1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY
0
A. Section includes general administrative and procedural requirements governing execution of the
Work including,but not limited to, the following:
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1. Construction layout.
2. Field engineering and surveying.
3. Installation of the Work.
4. Cutting and patching. co
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5. Coordination of Owner-installed products.
6. Progress cleaning.
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7. Starting and adjusting. CD
8. Protection of installed construction.
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B. Related Requirements: N
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1. Section 011000 "Summary" for limits on use of Project site. E
2. Section 013300 "Submittal Procedures" for submitting surveys.
3. Section 017700 "Closeout Procedures" for submitting final property survey with Project >
Record Documents, recording of Owner-accepted deviations from indicated lines and
levels, and final cleaning.
4. Section 024119 "Selective Demolition" for demolition and removal of selected portions 0
of the building.
5. Section 078413 "Penetration Firestopping" for patching penetrations in fire-rated
construction.
E
1.3 DEFINITIONS
A. Cutting: Removal of in-place construction necessary to permit installation or performance of m
other work.
B. Patching: Fitting and repair work required to restore construction to original conditions after
installation of other work.
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1.4 INFORMATIONAL SUBMITTALS
A. Qualification Data: For professional engineer.
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B. Cutting and Patching Plan: Submit plan describing procedures at least 10 days prior to the time
cutting and patching will be performed. Include the following information:
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I. Extent: Describe reason for and extent of each occurrence of cutting and patching.
2. Changes to In-Place Construction: Describe anticipated results. Include changes to
structural elements and operating components as well as changes in building appearance
and other significant visual elements. -a
3. Products: List products to be used for patching and firms or entities that will perform
patching work.
4. Dates: Indicate when cutting and patching will be performed.
5. Utilities and Mechanical and Electrical Systems: List services and systems that cutting 0
and patching procedures will disturb or affect. List services and systems that will be
relocated and those that will be temporarily out of service. Indicate length of time
permanent services and systems will be disrupted.
a. Include description of provisions for temporary services and systems during
interruption of permanent services and systems.
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1.5 QUALITY ASSURANCE CD
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A. Land Surveyor Qualifications: A professional land surveyor who is legally qualified to practice
in jurisdiction where Project is located and who is experienced in providing land-surveying
services of the kind indicated. N
B. Cutting and Patching: Comply with requirements for and limitations on cutting and patching of :5
construction elements. c
1. Structural Elements: When cutting and patching structural elements, notify Architect of
locations and details of cutting and await directions from Architect before proceeding.
Shore, brace, and support structural elements during cutting and patching. Do not cut and 0
patch structural elements in a manner that could change their load-carrying capacity or W
increase deflection.
2. Operational Elements: Do not cut and patch operating elements and related components
in a manner that results in reducing their capacity to perform as intended or that results in
increased maintenance or decreased operational life or safety.
3. Other Construction Elements: Do not cut and patch other construction elements or
components in a manner that could change their load-carrying capacity, that results in E
reducing their capacity to perform as intended, or that results in increased maintenance or
decreased operational life or safety.
4. Visual Elements: Do not cut and patch construction in a manner that results in visual
evidence of cutting and patching. Do not cut and patch exposed construction in a manner
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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.
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C. Cutting and Patching Conference: Before proceeding, meet at Project site with parties involved c
in cutting and patching, including mechanical and electrical trades. Review areas of potential
interference and conflict. Coordinate procedures and resolve potential conflicts before
proceeding.
D. Manufacturer's Installation Instructions: Obtain and maintain on-site manufacturer's written
recommendations and instructions for installation of products and equipment.
PART 2 -PRODUCTS
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2.1 MATERIALS
A. General: Comply with requirements specified in other Sections. i
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1. For projects requiring compliance with sustainable design and construction practices and
procedures, use products for patching that comply with sustainable design requirements. w
B. In-Place Materials: Use materials for patching identical to in-place materials. For exposed
surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent N
possible. N
1. If identical materials are unavailable or cannot be used, use materials that,when installed, _
will provide a match acceptable to Architect for the visual and functional performance of E'-
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in-place materials. m
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PART 3 -EXECUTION
3.1 EXAMINATION
0
A. Existing Conditions: The existence and location of underground and other utilities and
construction indicated as existing are not guaranteed. Before beginning sitework, investigate
and verify the existence and location of underground utilities, mechanical and electrical
systems, and other construction affecting the Work.
1. Before construction, verify the location and invert elevation at points of connection of
sanitary sewer, storm sewer, and water-service piping; underground electrical services,
and other utilities. E
2. Furnish location data for work related to Project that must be performed by public
utilities serving Project site.
B. Examination and Acceptance of Conditions: Before proceeding with each component of the
Work, examine substrates, areas, and conditions, with Installer or Applicator present where
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indicated, for compliance with requirements for installation tolerances and other conditions
affecting performance. Record observations.
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1. Examine roughing-in for mechanical and electrical systems to verify actual locations of c
connections before equipment and fixture installation.
2. Examine walls, floors, and roofs for suitable conditions where products and systems are
to be installed.
3. Verify compatibility with and suitability of substrates, including compatibility with
existing finishes or primers.
C. Written Report: Where a written report listing conditions detrimental to performance of the
Work is required by other Sections, include the following:
1. Description of the Work.
2. List of detrimental conditions, including substrates. 0
3. List of unacceptable installation tolerances.
4. Recommended corrections.
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D. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding
with the Work indicates acceptance of surfaces and conditions. >-
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3.2 PREPARATION
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A. Existing Utility Information: Furnish information to Owner that is necessary to adjust, move, or ci
relocate existing utility structures, utility poles, lines, services, or other utility appurtenances
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located in or affected by construction. Coordinate with authorities having jurisdiction.
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B. Field Measurements: Take field measurements as required to fit the Work properly. Recheck m
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 c
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
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clarification of the Contract Documents caused by differing field conditions outside the control
of Contractor, submit a request for information to Architect according to requirements in
Section 013100 "Project Management and Coordination."
3.3 INSTALLATION
A. General: Locate the Work and components of the Work accurately, in correct alignment and
elevation, as indicated.
1. Make vertical work plumb and make horizontal work level.
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2. Where space is limited, install components to maximize space available for maintenance
and ease of removal for replacement.
3. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated.
4. Maintain minimum headroom clearance of 96 inches in occupied spaces and 90 inches in
unoccupied spaces. 76
B. Comply with manufacturer's written instructions and recommendations for installing products in
applications indicated.
C. Install products at the time and under conditions that will ensure the best possible results.
Maintain conditions required for product performance until Substantial Completion. -a
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.
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E. Sequence the Work and allow adequate clearances to accommodate movement of construction
items on site and placement in permanent locations.
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F. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels.
G. Templates: Obtain and distribute to the parties involved templates for work specified to be
factory prepared and field installed. Check Shop Drawings of other work to confirm that co
adequate provisions are made for locating and installing products to comply with indicated
requirements.
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H. Attachment: Provide blocking and attachment plates and anchors and fasteners of adequate size
and number to securely anchor each component in place, accurately located and aligned with z
other portions of the Work. Where size and type of attachments are not indicated, verify size N
and type required for load conditions. W
1. Mounting Heights: Where mounting heights are not indicated, mount components at c
heights directed by Architect.
2. Allow for building movement, including thermal expansion and contraction.
3. Coordinate installation of anchorages. Furnish setting drawings, templates, and directions
for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with 0
integral anchors, that are to be embedded in concrete or masonry. Deliver such items to e�
Project site in time for installation.
I. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, u
arrange joints for the best visual effect. Fit exposed connections together to form hairline joints.
J. Hazardous Materials: Use products, cleaners, and installation materials that are not considered
hazardous.
3.4 CUTTING AND PATCHING
A. Cutting and Patching, General: Employ skilled workers to perform cutting and patching.
Proceed with cutting and patching at the earliest feasible time, and complete without delay.
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1. Cut in-place construction to provide for installation of other components or performance
of other construction, and subsequently patch as required to restore surfaces to their
original condition.
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B. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged
during installation or cutting and patching operations, by methods and with materials so as not
to void existing warranties.
C. Temporary Support: Provide temporary support of work to be cut.
D. Protection: Protect in-place construction during cutting and patching to prevent damage. -a
Provide protection from adverse weather conditions for portions of Project that might be
exposed during cutting and patching operations.
E. Adjacent Occupied Areas: Where interference with use of adjoining areas or interruption of free 0
passage to adjoining areas is unavoidable, coordinate cutting and patching according to
requirements in Section 011000 "Summary."
i
F. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems
are required to be removed, relocated, or abandoned, bypass such services/systems before
cutting to prevent interruption to occupied areas.
G. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar
operations, including excavation, using methods least likely to damage elements retained or N
adjoining construction. If possible, review proposed procedures with original Installer; comply N
with original Installer's written recommendations.
1. In general, use hand or small power tools designed for sawing and grinding, not N
hammering and chopping. Cut holes and slots neatly to minimum size required, and with
minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. :5
2. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. c
3. Concrete and Masonry: Cut using a cutting machine, such as an abrasive saw or a 0
diamond-core drill.
4. Excavating and Backfilling: Comply with requirements in applicable Sections where
required by cutting and patching operations. 0
5. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be
removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent
entrance of moisture or other foreign matter after cutting.
6. Proceed with patching after construction operations requiring cutting are complete.
H. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations
following performance of other work. Patch with durable seams that are as invisible as
practicable. Provide materials and comply with installation requirements specified in other
Sections, where applicable. E
1. Inspection: Where feasible, test and inspect patched areas after completion to
demonstrate physical integrity of installation.
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2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration
into retained adjoining construction in a manner that will minimize evidence of patching
and refinishing.
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a. Clean piping, conduit, and similar features before applying paint or other finishing
materials.
b. Restore damaged pipe covering to its original condition.
3. Floors and Walls: Where walls or partitions that are removed extend one finished area
into another, patch and repair floor and wall surfaces in the new space. Provide an even
surface of uniform finish, color, texture, and appearance. Remove in-place floor and wall -a
coverings and replace with new materials, if necessary, to achieve uniform color and
appearance.
a. Where patching occurs in a painted surface, prepare substrate and apply primer and
intermediate paint coats appropriate for substrate over the patch, and apply final
paint coat over entire unbroken surface containing the patch. Provide additional
coats until patch blends with adjacent surfaces. i
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4. Ceilings: Patch, repair, or rehang in-place ceilings as necessary to provide an even-plane >-
surface of uniform appearance. !i-
5. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a co
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weathertight condition and ensures thermal and moisture integrity of building enclosure.
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I. Cleaning: Clean areas and spaces where cutting and patching are performed. Remove paint, N
mortar, oils,putty, and similar materials from adjacent finished surfaces.
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3.5 OWNER-INSTALLED PRODUCTS m
A. Site Access: Provide access to Project site for Owner's construction personnel. c
B. Coordination: Coordinate construction and operations of the Work with work performed by
Owner's construction personnel.
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1. Construction Schedule: Inform Owner of Contractor's preferred construction schedule for c
Owner's portion of the Work. Adjust construction schedule based on a mutually agreeable
timetable. Notify Owner if changes to schedule are required due to differences in actual
construction progress.
2. Preinstallation Conferences: Include Owner's construction personnel at preinstallation
conferences covering portions of the Work that are to receive Owner's work. Attend
preinstallation conferences conducted by Owner's construction personnel if portions of
the Work depend on Owner's construction.
3.6 PROGRESS CLEANING
A. General: Clean Project site and work areas daily, including common areas. Enforce
requirements strictly. Dispose of materials lawfully.
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1. Comply with requirements in NFPA 241 for removal of combustible waste materials and
debris.
2. Do not hold waste materials more than seven days during normal weather or three days if
the temperature is expected to rise above 80 deg F. c
3. Containerize hazardous and unsanitary waste materials separately from other waste. Mark
containers appropriately and dispose of legally, according to regulations.
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a. Use containers intended for holding waste materials of type to be stored.
4. Coordinate progress cleaning for joint-use areas where Contractor and other contractors
are working concurrently.
B. Site:Maintain Project site free of waste materials and debris.
C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for 0
proper execution of the Work.
1. Remove liquid spills promptly.
2. Where dust would impair proper execution of the Work, broom-clean or vacuum the
entire work area, as appropriate.
D. Installed Work: Keep installed work clean. Clean installed surfaces according to written
instructions of manufacturer or fabricator of product installed, using only cleaning materials
specifically recommended. If specific cleaning materials are not recommended, use cleaning N
materials that are not hazardous to health or property and that will not damage exposed surfaces. N
E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space.
F. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure m
freedom from damage and deterioration at time of Substantial Completion. M
6
G. Waste Disposal: Do not bury or burn waste materials on-site. Do not wash waste materials
down sewers or into waterways. Comply with waste disposal requirements in Section 017419
"Construction Waste Management and Disposal."
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H. During handling and installation, clean and protect construction in progress and adjoining c
materials already in place. Apply protective covering where required to ensure protection from
damage or deterioration at Substantial Completion.
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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.
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3.7 STARTING AND ADJUSTING
A. Start equipment and operating components to confirm proper operation. Remove
malfunctioning units, replace with new units, and retest. c
B. Adjust equipment for proper operation. Adjust operating components for proper operation
without binding.
C. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties.
Replace damaged and malfunctioning controls and equipment.
D. Manufacturer's Field Service: Comply with qualification requirements in Section 014000
"Quality Requirements."
0
3.8 PROTECTION OF INSTALLED CONSTRUCTION
A. Provide final protection and maintain conditions that ensure installed Work is without damage i
or deterioration at time of Substantial Completion.
B. Comply with manufacturer's written instructions for temperature and relative humidity.
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END OF SECTION 017300 N
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SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
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PART I - GENERAL
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1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY
0
A. Section includes administrative and procedural requirements for the following:
1. Salvaging nonhazardous demolition and construction waste. i
2. Recycling nonhazardous demolition and construction waste.
3. Disposing of nonhazardous demolition and construction waste.
B. Related Requirements: co
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1. Section 024119 "Selective Demolition" for disposition of waste resulting from partial
demolition of buildings, structures, and site improvements, and for disposition of
hazardous waste. C'
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1.3 DEFINITIONS
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A. Construction Waste: Building and site improvement materials and other solid waste resulting E
from construction, remodeling, renovation, or repair operations. Construction waste includes 6
packaging. >
B. Demolition Waste: Building and site improvement materials resulting from demolition or
selective demolition operations.
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C. Disposal: Removal off-site of demolition and construction waste and subsequent sale, recycling,
reuse, or deposit in landfill or incinerator acceptable to authorities having jurisdiction.
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D. Recycle: Recovery of demolition or construction waste for subsequent processing in preparation
for reuse.
E. Salvage: Recovery of demolition or construction waste and subsequent sale or reuse in another
facility. m
F. Salvage and Reuse: Recovery of demolition or construction waste and subsequent incorporation
into the Work.
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1.4 PERFORMANCE REQUIREMENTS
A. General: Achieve end-of-Project rates for salvage/recycling of 50 percent by weight of total
non-hazardous solid waste generated by the Work. Practice efficient waste management in the c
use of materials in the course of the Work. Use all reasonable means to divert construction and
demolition waste from landfills and incinerators. Facilitate recycling and salvage of materials.
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1.5 ACTION SUBMITTALS
A. Waste Management Plan: Submit plan within 30 days of date established for the Notice to -�
Proceed. �
1.6 INFORMATIONAL SUBMITTALS c
A. Waste Reduction Calculations: Before request for Substantial Completion, submit calculated
end-of-Project rates for salvage, recycling, and disposal as a percentage of total waste generated i
by the Work.
B. Records of Donations: Indicate receipt and acceptance of salvageable waste donated to
individuals and organizations. Indicate whether organization is tax exempt. co
C. Records of Sales: Indicate receipt and acceptance of salvageable waste sold to individuals and N
organizations. Indicate whether organization is tax exempt. N
D. Recycling and Processing Facility Records: Indicate receipt and acceptance of recyclable waste _
by recycling and processing facilities licensed to accept them. Include manifests, weight tickets, U_
N
receipts, and invoices.
E. Landfill and Incinerator Disposal Records: Indicate receipt and acceptance of waste by landfills 0
and incinerator facilities licensed to accept them. Include manifests,weight tickets,receipts, and >
invoices.
F. Qualification Data: For waste management coordinator and refrigerant recovery technician. 0
0
G. Statement of Refrigerant Recovery: Signed by refrigerant recovery technician responsible for
recovering refrigerant, stating that all refrigerant that was present was recovered and that
recoverywas performed according to EPA regulations. Include name and address of technician
p g g �
and date refrigerant was recovered. °®
1.7 QUALITY ASSURANCE
E
A. Waste Management Coordinator Qualifications: Experienced firm, with a record of successful
waste management coordination of projects with similar requirements.
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B. Refrigerant Recovery Technician Qualifications: Certified by EPA-approved certification
program.
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C. Regulatory Requirements: Comply with hauling and disposal regulations of authorities having
jurisdiction.
c
D. Waste Management Conference: Conduct conference at Project site to comply with c
requirements in Section 013100 "Project Management and Coordination." Review methods and
procedures related to waste management including,but not limited to, the following:
E
1. Review and discuss waste management plan including responsibilities of waste
management coordinator.
2. Review requirements for documenting quantities of each type of waste and its
disposition.
3. Review and finalize procedures for materials separation and verify availability of
containers and bins needed to avoid delays.
4. Review procedures for periodic waste collection and transportation to recycling and
disposal facilities. c
5. Review waste management requirements for each trade.
i
1.8 WASTE MANAGEMENT PLAN
A. General: Develop a waste management plan according to ASTM E 1609 and requirements in
this Section. Plan shall consist of waste identification, waste reduction work plan, and co
cost/revenue analysis. Indicate quantities by weight or volume, but use same units of measure
throughout waste management plan.
N
B. Waste Identification: Indicate anticipated types and quantities of demolition and construction
waste generated by the Work. Include estimated quantities and assumptions for estimates. z
U_
N
C. Waste Reduction Work Plan: List each type of waste and whether it will be salvaged, recycled, a)
or disposed of in landfill or incinerator. Include points of waste generation, total quantity of :5
each type of waste, quantity for each means of recovery, and handling and transportation c
procedures.
1. Salvaged Materials for Reuse: For materials that will be salvaged and reused in this
Project, describe methods for preparing salvaged materials before incorporation into the 0
Work.
2. Salvaged Materials for Sale: For materials that will be sold to individuals and
organizations,include list of their names, addresses, and telephone numbers. E
3. Salvaged Materials for Donation: For materials that will be donated to individuals and
organizations,include list of their names, addresses, and telephone numbers. s
4. Recycled Materials: Include list of local receivers and processors and type of recycled
materials each will accept. Include names, addresses, and telephone numbers.
5. Disposed Materials: Indicate how and where materials will be disposed of. Include name,
address, and telephone number of each landfill and incinerator facility.
6. Handling and Transportation Procedures: Include method that will be used for separating
recyclable waste including sizes of containers, container labeling, and designated location
where materials separation will be performed.
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PART 2 -PRODUCTS (Not Used)
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PART 3 -EXECUTION c
3.1 PLAN IMPLEMENTATION
A. General: Implement approved waste management plan. Provide handling, containers, storage,
signage, transportation, and other items as required to implement waste management plan
during the entire duration of the Contract. -�
1. Comply with operation, termination, and removal requirements in Section 015000
"Temporary Facilities and Controls."
0
B. Training: Train workers, subcontractors, and suppliers on proper waste management
procedures, as appropriate for the Work.
i
1. Distribute waste management plan to everyone concerned within three days of submittal
return.
2. Distribute waste management plan to entities when they first begin work on-site. Review
plan procedures and locations established for salvage, recycling, and disposal. co
C. Site Access and Temporary Controls: Conduct waste management operations to ensure N
minimum interference with roads, streets, walks, walkways, and other adjacent occupied and N
used facilities.
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1. Designate and label specific areas on Project site necessary for separating materials that
are to be salvaged, recycled, reused, donated, and sold.
2. Comply with Section 015000 "Temporary Facilities and Controls" for controlling dust :5
and dirt, environmental protection, and noise control.
3.2 SALVAGING DEMOLITION WASTE
c
A. Salvaged Items for Reuse in the Work: Salvage items for reuse and handle as follows: c
1. Clean salvaged items.
2. Pack or crate items after cleaning. Identify contents of containers with label indicating
elements, date of removal, quantity, and location where removed.
3. Store items in a secure area until installation.
4. Protect items from damage during transport and storage.
5. Install salvaged items to comply with installation requirements for new materials and
equipment. Provide connections, supports, and miscellaneous materials necessary to E
make items functional for use indicated.
B. Salvaged Items for Sale and Donation:Not permitted on Project site.
C. Salvaged Items for Owner's Use: Salvage items for Owner's use and handle as follows:
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1. Clean salvaged items.
2. Pack or crate items after cleaning. Identify contents of containers with label indicating
elements, date of removal, quantity, and location where removed.
3. Store items in a secure area until delivery to Owner.
4. Transport items to Owner's storage area designated by Owner.
5. Protect items from damage during transport and storage.
E
D. Doors and Hardware: Brace open end of door frames. Except for removing door closers, leave
door hardware attached to doors.
E. Equipment: Drain tanks, piping, and fixtures. Seal openings with caps or plugs. Protect
equipment from exposure to weather.
F. Plumbing Fixtures: Separate by type and size.
0
G. Lighting Fixtures: Separate lamps by type and protect from breakage.
H. Electrical Devices: Separate switches, receptacles, switchgear, transformers, meters,
panelboards, circuit breakers, and other devices by type.
3.3 RECYCLING DEMOLITION AND CONSTRUCTION WASTE, GENERAL
A. General: Recycle paper and beverage containers used by on-site workers.
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B. Recycling Incentives: Revenues, savings, rebates, tax credits, and other incentives received for
recycling waste materials shall accrue to Contractor. z
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C. Preparation of Waste: Prepare and maintain recyclable waste materials according to recycling or a,
reuse facility requirements. Maintain materials free of dirt, adhesives, solvents, petroleum :5
contamination, and other substances deleterious to the recycling process.
D. Procedures: Separate recyclable waste from other waste materials, trash, and debris. Separate
recyclable waste by type at Project site to the maximum extent practical according to approved
construction waste management plan. 0
0
1. Provide appropriately marked containers or bins for controlling recyclable waste until
removed from Project site. Include list of acceptable and unacceptable materials at each
container and bin.
a. Inspect containers and bins for contamination and remove contaminated materials
if found.
2. Stockpile processed materials on-site without intermixing with other materials. Place,
grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust.
3. Stockpile materials away from construction area. Do not store within drip line of
remaining trees.
4. Store components off the ground and protect from the weather.
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5. Remove recyclable waste from Owner's property and transport to recycling receiver or
processor.
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3.4 RECYCLING CONSTRUCTION WASTE
A. Packaging:
1. Cardboard and Boxes: Break down packaging into flat sheets. Bundle and store in a dry
location.
2. Polystyrene Packaging: Separate and bag materials.
3. Pallets: As much as possible, require deliveries using pallets to remove pallets from
Project site. For pallets that remain on-site, break down pallets into component wood
pieces and comply with requirements for recycling wood.
4. Crates: Break down crates into component wood pieces and comply with requirements 0
for recycling wood.
i
3.5 DISPOSAL OF WASTE
A. General: Except for items or materials to be salvaged, recycled, or otherwise reused, remove
waste materials from Project site and legally dispose of them in a landfill or incinerator
acceptable to authorities having jurisdiction.
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1. Except as otherwise specified, do not allow waste materials that are to be disposed of ci
accumulate on-site.
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2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces _
and areas.
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B. Burning: Do not burn waste materials.
6
C. Disposal: Remove waste materials from Owner's property and legally dispose of them.
END OF SECTION 017419 0
0
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SECTION 017700 - CLOSEOUT PROCEDURES
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0
PART I - GENERAL
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1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY
0
A. Section includes administrative and procedural requirements for contract closeout, including,
but not limited to, the following:
i
1. Substantial Completion procedures.
2. Final completion procedures.
3. Warranties. _
4. Final cleaning. co
5. Repair of the Work.
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B. Related Requirements: N
1. Section 013233 "Photographic Documentation" for submitting final completion _
construction photographic documentation. �-
2. Section 017300 "Execution" for progress cleaning of Project site.
3. Section 017823 "Operation and Maintenance Data" for operation and maintenance E
manual requirements. 6
4. Section 017839 "Project Record Documents" for submitting record Drawings, record >
Specifications, and record Product Data.
5. Section 017900 "Demonstration and Training" for requirements for instructing Owner's
personnel. 0
0
1.3 ACTION SUBMITTALS
E
A. Product Data: For cleaning agents.
B. Contractor's List of Incomplete Items: Initial submittal at Substantial Completion.
C. Certified List of Incomplete Items: Final submittal at Final Completion. E
1.4 CLOSEOUT SUBMITTALS
A. Certificates of Release: From authorities having jurisdiction.
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B. Certificate of Insurance: For continuing coverage.
C. Field Report: For pest control inspection.
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1.5 MAINTENANCE MATERIAL SUBMITTALS
E
A. Schedule of Maintenance Material Items: For maintenance material submittal items specified in
other Sections. _
1.6 SUBSTANTIAL COMPLETION PROCEDURES
A. Contractor's List of Incomplete Items: Prepare and submit a list of items to be completed and ��—
corrected (Contractor's punch list), indicating the value of each item on the list and reasons why c
the Work is incomplete.
B. Submittals Prior to Substantial Completion: Complete the following a minimum of 10 days i
prior to requesting inspection for determining date of Substantial Completion. List items below
that are incomplete at time of request.
w
1. Certificates of Release: Obtain and submit releases from authorities having jurisdiction
permitting Owner unrestricted use of the Work and access to services and utilities.
Include occupancy permits, operating certificates, and similar releases. N
2. Submit closeout submittals specified in other Division 01 Sections, including project N
record documents, operation and maintenance manuals, final completion construction
photographic documentation, damage or settlement surveys, property surveys, and similar z
final record information.
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3. Submit closeout submittals specified in individual Sections, including specific warranties, W
workmanship bonds, maintenance service agreements, final certifications, and similar :5
documents. Z
4. Submit maintenance material submittals specified in individual Sections, including tools,
spare parts, extra materials, and similar items, and deliver to location designated by
Architect. Label with manufacturer's name and model number where applicable. e�
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a. Schedule of Maintenance Material Items: Prepare and submit schedule of c
maintenance material submittal items, including name and quantity of each item
and name and number of related Specification Section. Obtain Architect's signature
for receipt of submittals.
5. Submit test/adjust/balance records.
6. Submit sustainable design submittals not previously submitted.
7. Submit changeover information related to Owner's occupancy, use, operation, and
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maintenance.
C. Procedures Prior to Substantial Completion: Complete the following a minimum of 10 days
prior to requesting inspection for determining date of Substantial Completion. List items below
that are incomplete at time of request.
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I. Advise Owner of pending insurance changeover requirements.
2. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's
personnel of changeover in security provisions.
3. Complete startup and testing of systems and equipment. c
4. Perform preventive maintenance on equipment used prior to Substantial Completion.
5. Instruct Owner's personnel in operation, adjustment, and maintenance of products,
equipment, and systems. Submit demonstration and training video recordings specified in
Section 017900 "Demonstration and Training."
6. Advise Owner of changeover in heat and other utilities.
7. Participate with Owner in conducting inspection and walkthrough with local emergency ,
responders.
8. Terminate and remove temporary facilities from Project site, along with mockups,
construction tools, and similar elements.
9. Complete final cleaning requirements, including touchup painting.
10. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual 0
defects.
D. Inspection: Submit a written request for inspection to determine Substantial Completion a
minimum of 10 days prior to date the work will be completed and ready for final inspection and
tests. On receipt of request, Architect will either proceed with inspection or notify Contractor of w
unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after
inspection or will notify Contractor of items, either on Contractor's list or additional items
identified by Architect, that must be completed or corrected before certificate will be issued.
N
1. Reinspection: Request reinspection when the Work identified in previous inspections as N
incomplete is completed or corrected. eat
2. Results of completed inspection will form the basis of requirements for final completion. M
N
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1.7 FINAL COMPLETION PROCEDURES 2
0
A. Submittals Prior to Final Completion: Before requesting final inspection for determining final
completion, complete the following:
1. Submit a final Application for Payment according to Section 012900 "Payment c
0
Procedures."
2. Certified List of Incomplete Items: Submit certified copy of Architect's Substantial
Completion inspection list of items to be completed or corrected (punch list), endorsed E
and dated by Architect. Certified copy of the list shall state that each item has been
completed or otherwise resolved for acceptance. _
3. Certificate of Insurance: Submit evidence of final, continuing insurance coverage
complying with insurance requirements. �.
4. Submit pest-control final inspection report.
B. Inspection: Submit a written request for final inspection to determine acceptance a minimum of
10 days prior to date the work will be completed and ready for final inspection and tests. On
receipt of request, Architect will either proceed with inspection or notify Contractor of
unfulfilled requirements. Architect will prepare a final Certificate for Payment after inspection
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or will notify Contractor of construction that must be completed or corrected before certificate
will be issued.
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1. Reinspection: Request reinspection when the Work identified in previous inspections as c
incomplete is completed or corrected.
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1.8 LIST OF INCOMPLETE ITEMS (PUNCH LIST)
A. Organization of List: Include name and identification of each space and area affected by
construction operations for incomplete items and items needing correction including, if -�
necessary, areas disturbed by Contractor that are outside the limits of construction.
1. Organize list of spaces in sequential order, starting with exterior areas first and
proceeding from lowest floor to highest floor. 0
2. Organize items applying to each space by major element, including categories for ceiling, 1-
individual walls, floors, equipment, and building systems.
3. Include the following information at the top of each page:
r.
a. Project name.
b. Date.
C. Name of Architect. co
d. Name of Contractor.
e. Page number. ci
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4. Submit list of incomplete items in the following format:
a. PDF electronic file. Architect will return annotated file.
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1.9 SUBMITTAL OF PROJECT WARRANTIES
6
A. Time of Submittal: Submit written warranties on request of Architect for designated portions of >
the Work where commencement of warranties other than date of Substantial Completion is
indicated, or when delay in submittal of warranties might limit Owner's rights under warranty.
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B. Partial Occupancy: Submit properly executed warranties within 15 days of completion of c
designated portions of the Work that are completed and occupied or used by Owner during
construction period by separate agreement with Contractor.
E
C. Organize warranty documents into an orderly sequence based on the table of contents of Project °®
Manual.
1. Bind warranties and bonds in heavy-duty, three-ring, vinyl-covered, loose-leaf binders,
thickness as necessary to accommodate contents, and sized to receive 8-1/2-by-11-inch E
paper.
2. Provide heavy paper dividers with plastic-covered tabs for each separate warranty. Mark
tab to identify the product or installation. Provide a typed description of the product or
installation, including the name of the product and the name, address, and telephone
number of Installer.
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3. Identify each binder on the front and spine with the typed or printed title
"WARRANTIES," Project name, and name of Contractor.
4. Warranty Electronic File: Scan warranties and bonds and assemble complete warranty
and bond submittal package into a single indexed electronic PDF file with links enabling
navigation to each item. Provide bookmarked table of contents at beginning of document.
D. Provide additional copies of each warranty to include in operation and maintenance manuals.
PART 2 -PRODUCTS
2.1 MATERIALS
A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or c
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.
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PART 3 -EXECUTION
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3.1 FINAL CLEANING
CD
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A. General: Perform final cleaning. Conduct cleaning and waste-removal operations to comply
with local laws and ordinances and Federal and local environmental and antipollution
regulations. z
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 E
maintenance program. Comply with manufacturer's written instructions.
1. Complete the following cleaning operations before requesting inspection for certification
of Substantial Completion for entire Project or for a designated portion of Project:
c
a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, c
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. Rake grounds that are neither planted nor paved to a smooth, even-textured
surface.
d. Remove tools, construction equipment, machinery, and surplus material from
Project site. E
e. Remove snow and ice to provide safe access to building.
f. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition,
free of stains, films, and similar foreign substances. Avoid disturbing natural
weathering of exterior surfaces. Restore reflective surfaces to their original
condition.
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g. Remove debris and surface dust from limited access spaces, including roofs,
plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces.
h. Sweep concrete floors broom clean in unoccupied spaces.
i. Vacuum carpet and similar soft surfaces, removing debris and excess nap; clean c
according to manufacturer's recommendations if visible soil or stains remain.
j. Clean transparent materials, including mirrors and glass in doors and windows. E
Remove glazing compounds and other noticeable vision-obscuring materials.
g g p g
Polish mirrors and glass, taking care not to scratch surfaces.
k. Remove labels that are not permanent. e®
1. Wipe surfaces of mechanical and electrical equipment[, elevator equipment,] and ,
similar equipment. Remove excess lubrication, paint and mortar droppings, and
other foreign substances.
in. Clean plumbing fixtures to a sanitary condition, free of stains, including stains
resulting from water exposure.
n. Replace disposable air filters and clean permanent air filters. Clean exposed 0
surfaces of diffusers, registers, and grills.
o. Clean ducts, blowers, and coils if units were operated without filters during
construction or that display contamination with particulate matter on inspection.
r.
1) Clean HVAC system in compliance with NADCA Standard 1992-01. >-
Provide written report on completion of cleaning. W
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p. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency.
q. Leave Project clean and ready for occupancy.
N
C. Pest Control: Comply with pest control requirements in Section 015000 "Temporary Facilities
and Controls." Prepare written report. Z
N
D. Construction Waste Disposal: Comply with waste disposal requirements in 017419 W
"Construction Waste Management and Disposal." 2
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3.2 REPAIR OF THE WORK
A. Complete repair and restoration operations before requesting inspection for determination of
Substantial Completion.
B. Repair or remove and replace defective construction. Repairing includes replacing defective
parts, refinishing damaged surfaces, touching up with matching materials, and properly
adjusting operating equipment. Where damaged or worn items cannot be repaired or restored, _
provide replacements. Remove and replace operating components that cannot be repaired.
Restore damaged construction and permanent facilities used during construction to specified
condition.
1. Remove and replace chipped, scratched, and broken glass, reflective surfaces, and other
damaged transparent materials.
2. Touch up and otherwise repair and restore marred or exposed finishes and surfaces.
Replace finishes and surfaces that that already show evidence of repair or restoration.
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a. Do not paint over "UL" and other required labels and identification, including
mechanical and electrical nameplates. Remove paint applied to required labels and
identification. c
0
3. Replace parts subject to operating conditions during construction that may impede
operation or reduce longevity.
4. Replace burned-out bulbs, bulbs noticeably dimmed by hours of use, and defective and
noisy starters in fluorescent and mercury vapor fixtures to comply with requirements for
new fixtures. h®
END OF SECTION 017700
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SECTION 017823 - OPERATION AND MAINTENANCE DATA
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0
PART I - GENERAL
E
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY
0
A. Section includes administrative and procedural requirements for preparing operation and
maintenance manuals, including the following:
i
1. Operation and maintenance documentation directory.
2. Emergency manuals.
3. Operation manuals for systems, subsystems, and equipment.
4. Product maintenance manuals. co
5. Systems and equipment maintenance manuals.
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B. Related Requirements: CD
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1. Section 013300 "Submittal Procedures" for submitting copies of submittals for operation
and maintenance manuals. z
FL
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1.3 DEFINITIONS
0
A. System: An organized collection of parts, equipment, or subsystems united by regular >
interaction. �
B. Subsystem: A portion of a system with characteristics similar to a system.
0
1.4 CLOSEOUT SUBMITTALS
E
A. Manual Content: Operations and maintenance manual content is specified in individual
Specification Sections to be reviewed at the time of Section submittals. Submit reviewed =
manual content formatted and organized as required by this Section.
1. Architect will comment on whether content of operations and maintenance submittals are
acceptable.
2. Where applicable, clarify and update reviewed manual content to correspond to revisions
and field conditions.
B. Format: Submit operations and maintenance manuals in the following format:
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1. PDF electronic file. Assemble each manual into a composite electronically indexed file.
Submit on digital media acceptable to Architect.
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a. Name each indexed document file in composite electronic index with applicable c
item name. Include a complete electronically linked operation and maintenance
directory.
b. Enable inserted reviewer comments on draft submittals.
C. Initial Manual Submittal: Submit draft copy of each manual at least 30 days before commencing
demonstration and training. Architect will comment on whether general scope and content of
manual are acceptable.
D. Final Manual Submittal: Submit each manual in final form prior to requesting inspection for
Substantial Completion and at least 15 days before commencing demonstration and training.
Architect will return copy with comments. 0
1. Correct or revise each manual to comply with Architect's comments. Submit copies of
each corrected manual within 15 days of receipt of Architect's comments and prior to
commencing demonstration and training.
PART 2 -PRODUCTS co
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2.1 OPERATION AND MAINTENANCE DOCUMENTATION DIRECTORY cCD
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A. Directory: Prepare a single, comprehensive directory of emergency, operation, and maintenance _
data and materials, listing items and their location to facilitate ready access to desired E''
N
information. Include a section in the directory for each of the following: m
1. List of documents. 0
2. List of systems. >
3. List of equipment.
4. Table of contents.
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B. List of Systems and Subsystems: List systems alphabetically. Include references to operation c
and maintenance manuals that contain information about each system.
C. List of Equipment: List equipment for each s stem organized alphabetically b system. For
Y g p Y Y Y u
pieces of equipment not part of system, list alphabetically in separate list.
D. Tables of Contents: Include a table of contents for each emergency, operation, and maintenance
manual.
E. Identification: In the documentation directory and in each operation and maintenance manual,
identify each system, subsystem, and piece of equipment with same designation used in the
Contract Documents. If no designation exists, assign a designation according to
ASHRAE Guideline 4, "Preparation of Operating and Maintenance Documentation for Building
Systems."
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2.2 REQUIREMENTS FOR EMERGENCY, OPERATION, AND MAINTENANCE MANUALS
A. Organization: Unless otherwise indicated, organize each manual into a separate section for each
system and subsystem, and a separate section for each piece of equipment not part of a system.
Each manual shall contain the following materials, in the order listed:
1. Title page.
2. Table of contents.
3. Manual contents.
B. Title Page: Include the following information:
1. Subject matter included in manual.
2. Name and address of Project.
3. Name and address of Owner.
4. Date of submittal.
5. Name and contact information for Contractor.
6. Name and contact information for Construction Manager. i
7. Name and contact information for Architect.
8. Name and contact information for Commissioning Authority. >-
9. Names and contact information for major consultants to the Architect that designed the �--
systems contained in the manuals. °o
10. Cross-reference to related systems in other operation and maintenance manuals.
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C. Table of Contents: List each product included in manual, identified by product name, indexed to
the content of the volume, and cross-referenced to Specification Section number in Project
Manual.
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1. If operation or maintenance documentation requires more than one volume to m
accommodate data, include comprehensive table of contents for all volumes in each :5
volume of the set. c
D. Manual Contents: Organize into sets of manageable size. Arrange contents alphabetically by
system, subsystem, and equipment. If possible, assemble instructions for subsystems,
equipment, and components of one system into a single binder. 0
E. Manuals, Electronic Files: Submit manuals in the form of a multiple file composite electronic
PDF file for each manual type required. E
1. Electronic Files: Use electronic files prepared by manufacturer where available. Where
scanning of paper documents is required, configure scanned file for minimum readable
file size.
2. File Names and Bookmarks: Enable bookmarking of individual documents based on file
names. Name document files to correspond to system, subsystem, and equipment names
used in manual directory and table of contents. Group documents for each system and
subsystem into individual composite bookmarked files, then create composite manual, so
that resulting bookmarks reflect the system, subsystem, and equipment names in a readily
navigated file tree. Configure electronic manual to display bookmark panel on opening
file.
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2.3 EMERGENCY MANUALS
A. Content: Organize manual into a separate section for each of the following:
0
I. Type of emergency.
2. Emergency instructions.
3. Emergency procedures.
B. Type of Emergency: Where applicable for each type of emergency indicated below, include
instructions and procedures for each system, subsystem, piece of equipment, and component:
1. Fire.
2. Flood.
3. Gas leak.
4. Water leak.
5. Power failure.
6. Water outage.
7. System, subsystem, or equipment failure.
8. Chemical release or spill.
C. Emergency Instructions: Describe and explain warnings, trouble indications, error messages, �--
and similar codes and signals. Include responsibilities of Owner's operating personnel for
notification of Installer, supplier, and manufacturer to maintain warranties.
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D. Emergency Procedures: Include the following, as applicable: cv
1. Instructions on stopping.
2. Shutdown instructions for each type of emergency. N
3. Operating instructions for conditions outside normal operating limits. m
4. Required sequences for electric or electronic systems.
5. Special operating instructions and procedures. c
2.4 OPERATION MANUALS
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A. Content: In addition to requirements in this Section, include operation data required in c
individual Specification Sections and the following information:
E
1. System, subsystem, and equipment descriptions. Use designations for systems and
equipment indicated on Contract Documents. °®
2. Performance and design criteria if Contractor has delegated design responsibility.
3. Operating standards.
4. Operating procedures.
5. Operating logs.
6. Wiring diagrams.
7. Control diagrams.
8. Piped system diagrams.
9. Precautions against improper use.
10. License requirements including inspection and renewal dates.
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B. Descriptions: Include the following:
I. Product name and model number. Use designations for products indicated on Contract
0
Documents.
2. Manufacturer's name.
3. Equipment identification with serial number of each component.
4. Equipment function.
5. Operating characteristics.
6. Limiting conditions.
7. Performance curves.
8. Engineering data and tests.
9. Complete nomenclature and number of replacement parts.
C. Operating Procedures: Include the following, as applicable:
0
1. Startup procedures.
2. Equipment or system break-in procedures.
3. Routine and normal operating instructions. i
4. Regulation and control procedures.
5. Instructions on stopping. >-
6. Normal shutdown instructions.
7. Seasonal and weekend operating instructions. co
c.
8. Required sequences for electric or electronic systems.
9. Special operating instructions and procedures.
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D. Systems and Equipment Controls: Describe the sequence of operation, and diagram controls as
installed.
N
E. Piped Systems: Diagram piping as installed, and identify color-coding where required for m
identification.
6
2.5 PRODUCT MAINTENANCE MANUALS
A. Content: Organize manual into a separate section for each product, material, and finish. Include 0
source information, product information, maintenance procedures, repair materials and sources, CL
and warranties and bonds, as described below.
B. Source Information: List each product included in manual, identified by product name and a,
arranged to match manual's table of contents. For each product, list name, address, and
telephone number of Installer or supplier and maintenance service agent, and cross-reference
Specification Section number and title in Project Manual and drawing or schedule designation
or identifier where applicable.
C. Product Information: Include the following, as applicable:
I. Product name and model number.
2. Manufacturer's name.
3. Color,pattern, and texture.
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4. Material and chemical composition.
5. Reordering information for specially manufactured products.
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D. Maintenance Procedures: Include manufacturer's written recommendations and the following: c
1. Inspection procedures.
2. Types of cleaning agents to be used and methods of cleaning.
3. List of cleaning agents and methods of cleaning detrimental to product.
4. Schedule for routine cleaning and maintenance.
5. Repair instructions.
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E. Repair Materials and Sources: Include lists of materials and local sources of materials and
related services.
F. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and 0
conditions that would affect validity of warranties or bonds.
1. Include procedures to follow and required notifications for warranty claims.
2.6 SYSTEMS AND EQUIPMENT MAINTENANCE MANUALS
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A. Content: For each system, subsystem, and piece of equipment not part of a system, include
source information manufacturers' maintenance documentation maintenance procedures, N
maintenance and service schedules, spare parts list and source information, maintenance service N
contracts, and warranty and bond information, as described below.
e(
B. Source Information: List each system, subsystem, and piece of equipment included in manual, N
identified by product name and arranged to match manual's table of contents. For each product, W
list name, address, and telephone number of Installer or supplier and maintenance service agent, :5
and cross-reference Specification Section number and title in Project Manual and drawing or 6
schedule designation or identifier where applicable.
C. Manufacturers' Maintenance Documentation: Manufacturers' maintenance documentation
including the following information for each component part or piece of equipment: 0
1. Standard maintenance instructions and bulletins.
2. Drawings, diagrams, and instructions required for maintenance, including disassembly
and component removal, replacement, and assembly.
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3. Identification and nomenclature of parts and components.
4. List of items recommended to be stocked as spare parts.
D. Maintenance Procedures: Include the following information and items that detail essential
m
maintenance procedures:
1. Test and inspection instructions.
2. Troubleshooting guide.
3. Precautions against improper maintenance.
4. Disassembly; component removal, repair, and replacement; and reassembly instructions.
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5. Aligning, adjusting, and checking instructions.
6. Demonstration and training video recording, if available.
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E. Maintenance and Service Schedules: Include service and lubrication requirements, list of c
required lubricants for equipment, and separate schedules for preventive and routine
maintenance and service with standard time allotment.
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1. Scheduled Maintenance and Service: Tabulate actions for daily, weekly, monthly,
quarterly, semiannual, and annual frequencies.
2. Maintenance and Service Record: Include manufacturers' forms for recording
e
maintenance.
F. Spare Parts List and Source Information: Include lists of replacement and repair parts, with
parts identified and cross-referenced to manufacturers' maintenance documentation and local
sources of maintenance materials and related services. 0
G. Maintenance Service Contracts: Include copies of maintenance agreements with name and
telephone number of service agent.
r.
H. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and >_
conditions that would affect validity of warranties or bonds. W
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1. Include procedures to follow and required notifications for warranty claims.
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PART 3 —EXECUTION
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3.1 MANUAL PREPARATION m
A. Operation and Maintenance Documentation Directory: Prepare a separate manual that provides
an organized reference to emergency, operation, and maintenance manuals.
B. Emergency Manual: Assemble a complete set of emergency information indicating procedures
for use by emergency personnel and by Owner's operating personnel for types of emergencies
0
indicated.
C. Product Maintenance Manual: Assemble a complete set of maintenance data indicating care and
maintenance of each product, material, and finish incorporated into the Work.
D. Operation and Maintenance Manuals: Assemble a complete set of operation and maintenance
data indicating operation and maintenance of each system, subsystem, and piece of equipment
not part of a system.
I. Engage a factory-authorized service representative to assemble and prepare information
for each system, subsystem, and piece of equipment not part of a system.
2. Prepare a separate manual for each system and subsystem, in the form of an instructional
manual for use by Owner's operating personnel.
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E. Manufacturers' Data: Where manuals contain manufacturers' standard printed data, include only
sheets pertinent to product or component installed. Mark each sheet to identify each product or
component incorporated into the Work. If data in more than one item in a tabular format, 0
identify each item using appropriate references from the Contract Documents. Identify data
applicable to the Work and delete references to information not applicable.
1. Prepare supplementary text if manufacturers' standard printed data are not available and
where the information is necessary for proper operation and maintenance of equipment or
systems. h®
F. Drawings: Prepare drawings supplementing manufacturers' printed data to illustrate the
relationship of component parts of equipment and systems and to illustrate control sequence and
flow diagrams. Coordinate these drawings with information contained in record Drawings to
ensure correct illustration of completed installation. Z
0
1. Do not use original project record documents as part of operation and maintenance
manuals.
2. Comply with requirements of newly prepared record Drawings in Section 017839
"Project Record Documents."
G. Comply with Section 017700 "Closeout Procedures" for schedule for submitting operation and �--
maintenance documentation.
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END OF SECTION 017823 c44
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SECTION 017839 -PROJECT RECORD DOCUMENTS
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PART 1 - GENERAL
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1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section. .�
1.2 SUMMARY
0
A. Section includes administrative and procedural requirements for project record documents,
including the following:
i
I. Record Drawings. r�
2. Record Specifications.
3. Record Product Data. W
4. Miscellaneous record submittals.
B. Related Requirements:
1. Section 017300 'Execution" for final property survey.
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2. Section 017700 "Closeout Procedures" for general closeout procedures.
3. Section 017823 "Operation and Maintenance Data" for operation and maintenance z
manual requirements. M
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1.3 CLOSEOUT SUBMITTALS 0
A. Record Drawings: Comply with the following:
1. Number of Copies: Submit one set(s) of marked-up record prints.
2. Number of Copies: Submit copies of record Drawings as follows: c
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a. Initial Submittal:
1) Submit PDF electronic files of scanned record prints and one of file prints. E
2) Architect will indicate whether general scope of changes, additional
information recorded, and quality of drafting are acceptable. _
b. Final Submittal:
1) Submit PDF electronic files of scanned record prints and three set(s) of
prints.
2) Print each drawing, whether or not changes and additional information were
recorded.
C. Final Submittal:
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1) Submit record digital data files and three set(s) of record digital data file
plots.
2) Plot each drawing file, whether or not changes and additional information
were recorded. c
B. Record Specifications: Submit annotated PDF electronic files of Project's Specifications,
including addenda and contract modifications.
C. Record Product Data: Submit annotated PDF electronic files and directories of each submittal.
1. Where record Product Data are required as part of operation and maintenance manuals, -�
submit duplicate marked-up Product Data as a component of manual.
D. Miscellaneous Record Submittals: See other Specification Sections for miscellaneous record-
keeping requirements and submittals in connection with various construction activities. Submit c
annotated PDF electronic files and directories of each submittal.
E. Reports: Submit written report weekly indicating items incorporated into project record i
documents concurrent with progress of the Work, including revisions, concealed conditions,
field changes,product selections, and other notations incorporated.
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PART 2 -PRODUCTS
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2.1 RECORD DRAWINGS
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A. Record Prints: Maintain one set of marked-up paper copies of the Contract Drawings and Shop
Drawings, incorporating new and revised drawings as modifications are issued. m
2
1. Preparation: Mark record prints to show the actual installation where installation varies 0
from that shown originally. Require individual or entity who obtained record data, >
whether individual or entity is Installer, subcontractor, or similar entity, to provide
information for preparation of corresponding marked-up record prints.
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a. Give particular attention to information on concealed elements that would be c
difficult to identify or measure and record later.
b. Accurately record information in an acceptable drawing technique.
C. Record data as soon as possible after obtaining it.
d. Record and check the markup before enclosing concealed installations.
e. Cross-reference record prints to corresponding archive photographic
documentation.
2. Content: Types of items requiring marking include,but are not limited to, the following: E
a. Dimensional changes to Drawings.
b. Revisions to details shown on Drawings.
C. Depths of foundations below first floor.
d. Locations and depths of underground utilities.
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e. Revisions to routing of piping and conduits.
f. Revisions to electrical circuitry.
g. Actual equipment locations.
h. Duct size and routing. c
i. Locations of concealed internal utilities.
j. Changes made by Change Order or [Construction] [Work] Change Directive. E
k. Changes made following Architect's written orders.
1. Details not on the original Contract Drawings.
in. Field records for variable and concealed conditions.
n. Record information on the Work that is shown only schematically.
3. Mark the Contract Drawings and Shop Drawings completely and accurately. Use
personnel proficient at recording graphic information in production of marked-up record
prints.
4. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish
between changes for different categories of the Work at same location.
5. Mark important additional information that was either shown schematically or omitted
from original Drawings.
6. Note Construction Change Directive numbers, alternate numbers, Change Order
numbers, and similar identification, where applicable.
B. Record Digital Data Files: Immediately before inspection for Certificate of Substantial
Completion, review marked-up record prints with Architect[and Construction Manager].
When authorized, prepare a full set of corrected digital data files of the Contract Drawings, as
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follows: N
1. Format: Same digital data software program, version, and operating system as the
original Contract Drawings. N
2. Format: DWG, Version Autocad 2018 Microsoft Windows operating system. m
3. Format: Annotated PDF electronic file with comment function enabled.
4. Incorporate changes and additional information previously marked on record prints. c
Delete, redraw, and add details and notations where applicable.
5. Refer instances of uncertainty to Architect for resolution.
6. Architect will furnish Contractor one set of digital data files of the Contract Drawings for
use in recording information.
a. See Section 013300 "Submittal Procedures" for requirements related to use of
Architect's digital data files.
b. Architect will provide data file layer information. Record markups in separate
layers. _
C. Format: Identify and date each record Drawing; include the designation "PROJECT RECORD F
DRAWING" in a prominent location.
E
1. Record Prints: Organize record prints and newly prepared record Drawings into
manageable sets. Bind each set with durable paper cover sheets. Include identification on
cover sheets.
2. Format: Annotated PDF electronic file with comment function enabled.
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3. Record Digital Data Files: Organize digital data information into separate electronic files
that correspond to each sheet of the Contract Drawings. Name each file with the sheet
identification. Include identification in each digital data file.
4. Identification: As follows: c
a. Project name.
b. Date.
C. Designation "PROJECT RECORD DRAWINGS."
d. Name of Architect.
e. Name of Contractor.
2.2 RECORD SPECIFICATIONS
A. Preparation: Mark Specifications to indicate the actual product installation where installation c
varies from that indicated in Specifications, addenda, and contract modifications.
1. Give particular attention to information on concealed products and installations that i
cannot be readily identified and recorded later.
2. Mark copy with the proprietary name and model number of products, materials, and
equipment furnished, including substitutions and product options selected.
3. Record the name of manufacturer, supplier, Installer, and other information necessary to co
provide a record of selections made.
4. For each principal product, indicate whether record Product Data has been submitted in
operation and maintenance manuals instead of submitted as record Product Data. cv
5. Note related Change Orders and record Drawings where applicable.
B. Format: Submit record Specifications as scanned PDF electronic file(s) of marked-up paper N
copy of Specifications.
0
2.3 RECORD PRODUCT DATA >
A. Preparation: Mark Product Data to indicate the actual product installation where installation
varies substantially from that indicated in Product Data submittal. 0
0
1. Give particular attention to information on concealed products and installations that
cannot be readily identified and recorded later.
2. Include significant changes in the product delivered to Project site and changes in
E
manufacturer's written instructions for installation.
3. Note related Change Orders,record Specifications, and record Drawings where
applicable.
B. Format: Submit record Product Data as scanned PDF electronic file(s) of marked-up paper copy
of Product Data.
1. Include record Product Data directory organized by Specification Section number and
title, electronically linked to each item of record Product Data.
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2.4 MISCELLANEOUS RECORD SUBMITTALS
A. Assemble miscellaneous records required by other Specification Sections for miscellaneous
record keeping and submittal in connection with actual performance of the Work. Bind or file c
miscellaneous records and identify each, ready for continued use and reference. 6
B. Format: Submit miscellaneous record submittals as scanned PDF electronic file(s) of marked-up
miscellaneous record submittals.
1. Include miscellaneous record submittals directory organized by Specification Section
number and title, electronically linked to each item of miscellaneous record submittals. -�
PART 3 -EXECUTION
0
3.1 RECORDING AND MAINTENANCE
i
A. Recording: Maintain one copy of each submittal during the construction period for project
record document purposes. Post changes and revisions to project record documents as they
occur; do not wait until end of Project.
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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 N
documents for construction purposes. Maintain record documents in good order and in a clean, N
dry, legible condition, protected from deterioration and loss. Provide access to project record
documents for Architect's reference during normal working hours. z
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END OF SECTION 017839 E
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SECTION 017900 - DEMONSTRATION AND TRAINING
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0
PART 1 - GENERAL
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1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section. .�
1.2 SUMMARY
0
A. Section includes administrative and procedural requirements for instructing Owner's personnel,
including the following:
i
1. Demonstration of operation of systems, subsystems, and equipment. r
2. Training in operation and maintenance of systems, subsystems, and equipment.
3. Demonstration and training video recordings. uo
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B. Allowances: Furnish demonstration and training instruction time under the Demonstration and
Training Allowance as specified in Section 012100 "Allowances."
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1.3 INFORMATIONAL SUBMITTALS
A. Instruction Program: Submit outline of instructional program for demonstration and training, N
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including a list of training modules and a schedule of proposed dates, times, length of
instruction time, and instructors' names for each training module. Include learning objective and 0
outline for each training module. >
1. Indicate proposed training modules using manufacturer-produced demonstration and
training video recordings for systems, equipment, and products in lieu of video recording
of live instructional module. c
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B. Qualification Data: For instructor.
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C. Attendance Record: For each training module, submit list of participants and length of
instruction time. _
D. Evaluations: For each participant and for each training module, submit results and
documentation of performance-based test. m
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1.4 CLOSEOUT SUBMITTALS
1. At completion of training, submit complete training manual(s) for Owner's use in PDF
electronic file format.
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1.5 QUALITY ASSURANCE
A. Facilitator Qualifications: A firm or individual experienced in training or educating
maintenance personnel in a training program similar in content and extent to that indicated for c
this Project, and whose work has resulted in training or education with a record of successful
learning performance.
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B. Instructor Qualifications: A factory-authorized service representative, complying with
requirements in Section 014000 "Quality Requirements," experienced in operation and
maintenance procedures and training.
C. Videographer Qualifications: A professional videographer who is experienced photographing
demonstration and training events similar to those required.
D. Preinstruction Conference: Conduct conference at Project site to comply with requirements in c
Section 013100 "Project Management and Coordination." Review methods and procedures
related to demonstration and training including,but not limited to, the following:
i
1. Inspect and discuss locations and other facilities required for instruction.
2. Review and finalize instruction schedule and verify availability of educational materials,
instructors'personnel, audiovisual equipment, and facilities needed to avoid delays.
3. Review required content of instruction. co
4. For instruction that must occur outside, review weather and forecasted weather conditions
and procedures to follow if conditions are unfavorable.
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1.6 COORDINATION
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A. Coordinate instruction schedule with Owner's operations. Adjust schedule as required to m
minimize disrupting Owner's operations and to ensure availability of Owner's personnel.
6
B. Coordinate instructors, including providing notification of dates, times, length of instruction >
time, and course content.
C. Coordinate content of training modules with content of approved emergency, operation, and 0
maintenance manuals. Do not submit instruction program until operation and maintenance data W
has been reviewed and approved by Architect.
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PART 2 -PRODUCTS
2.1 INSTRUCTION PROGRAM
m
A. Program Structure: Develop an instruction program that includes individual training modules
for each system and for equipment not part of a system, as required by individual Specification
Sections.
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B. Training Modules: Develop a learning objective and teaching outline for each module. Include a
description of specific skills and knowledge that participant is expected to master. For each
module, include instruction for the following as applicable to the system, equipment, or
component: 0
1. Basis of System Design, Operational Requirements, and Criteria: Include the following:
E
a. System, subsystem, and equipment descriptions.
b. Performance and design criteria if Contractor is delegated design responsibility.
C. Operating standards.
d. Regulatory requirements. -a
e. Equipment function.
f. Operating characteristics.
g. Limiting conditions.
h. Performance curves. 0
2. Documentation: Review the following items in detail:
i
a. Emergency manuals.
b. Operations manuals.
C. Maintenance manuals.
d. Project record documents. co
e. Identification systems.
f. Warranties and bonds. c�
g. Maintenance service agreements and similar continuing commitments. N
3. Emergencies: Include the following, as applicable:
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a. Instructions on meaning of warnings, trouble indications, and error messages. a�
b. Instructions on stopping. E
C. Shutdown instructions for each type of emergency. c
d. Operating instructions for conditions outside of normal operating limits.
e. Sequences for electric or electronic systems.
f. Special operating instructions and procedures.
c
0
4. Operations: Include the following, as applicable:
a. Startup procedures.
E
b. Equipment or system break-in procedures.
C. Routine and normal operating instructions.
d. Regulation and control procedures.
e. Control sequences.
f. Safety procedures.
g. Instructions on stopping.
h. Normal shutdown instructions.
i. Operating procedures for emergencies.
j. Operating procedures for system, subsystem, or equipment failure.
k. Seasonal and weekend operating instructions.
1. Required sequences for electric or electronic systems.
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in. Special operating instructions and procedures.
5. Adjustments: Include the following:
0
a. Alignments.
b. Checking adjustments.
C. Noise and vibration adjustments.
d. Economy and efficiency adjustments.
6. Troubleshooting: Include the following:
a. Diagnostic instructions.
b. Test and inspection procedures.
7. Maintenance: Include the following: c
a. Inspection procedures.
b. Types of cleaning agents to be used and methods of cleaning. i
C. List of cleaning agents and methods of cleaning detrimental to product.
d. Procedures for routine cleaning
e. Procedures for preventive maintenance.
f. Procedures for routine maintenance. co
g. Instruction on use of special tools.
N
8. Repairs: Include the following: N
a. Diagnosis instructions.
b. Repair instructions.
C. Disassembly; component removal, repair, and replacement; and reassembly m
instructions.
d. Instructions for identifying parts and components.
e. Review of spare parts needed for operation and maintenance.
PART 3 -EXECUTION
0
3.1 PREPARATION
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A. Assemble educational materials necessary for instruction, including documentation and training
module. Assemble training modules into a training manual organized in coordination with
requirements in Section 017823 "Operation and Maintenance Data."
B. Set up instructional equipment at instruction location. m
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3.2 INSTRUCTION
A. Facilitator: Engage a qualified facilitator to prepare instruction program and training modules,
to coordinate instructors, and to coordinate between Contractor and Owner for number of c
participants, instruction times, and location.
B. Engage qualified instructors to instruct Owner's personnel to adjust, operate, and maintain
systems, subsystems, and equipment not part of a system.
1. Architect will furnish an instructor to describe basis of system design, operational
requirements, criteria, and regulatory requirements. -�
2. Owner will furnish an instructor to describe Owner's operational philosophy.
3. Owner will furnish Contractor with names and positions of participants.
C. Scheduling: Provide instruction at mutually agreed on times. For equipment that requires c
seasonal operation,provide similar instruction at start of each season.
1. Schedule training with Owner, through Architect, with at least seven days' advance i
notice.
D. Training Location and Reference Material: Conduct training on-site in the completed and fully
operational facility using the actual equipment in-place. Conduct training using final operation oa
and maintenance data submittals.
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E. Evaluation: At conclusion of each training module, assess and document each participant's N
mastery of module by use of a demonstration performance-based test.
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F. Cleanup: Collect used and leftover educational materials and give to Owner. Remove N
instructional equipment. Restore systems and equipment to condition existing before initial a)
training use. :5
END OF SECTION 017900
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DEMONSTRATION AND TRAINING 017900 - 5
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SECTION 024119 - SELECTIVE DEMOLITION
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PART I - GENERAL
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1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY :2
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A. Section Includes:
1. Demolition and removal of selected portions of building or structure. i
B. Related Requirements:
1. Section 011000 "Summary" for restrictions on use of the premises, Owner-occupancy co
requirements, and phasing requirements.
2. Section 017300 "Execution" for cutting and patching procedures.
3. Section 013516 "Alteration Project Procedures" for general protection and work N
procedures for alteration projects.
1.3 DEFINITIONS
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A. Remove: Detach items from existing construction and dispose of them off-site unless indicated
to be salvaged or reinstalled.
B. Remove and Salvage: Detach items from existing construction, in a manner to prevent damage,
and deliver to Owner to store.
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C. Remove and Reinstall: Detach items from existing construction,in a manner to prevent damage,
prepare for reuse, and reinstall where indicated.
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D. Existing to Remain: Leave existing items that are not to be removed and that are not otherwise
indicated to be salvaged or reinstalled. s
E. Dismantle: To remove by disassembling or detaching an item from a surface, using gentle
methods and equipment to prevent damage to the item and surfaces; disposing of items unless m
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indicated to be salvaged or reinstalled.
1.4 MATERIALS OWNERSHIP
A. Unless otherwise indicated,demolition waste becomes property of Contractor.
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B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones
and their contents, commemorative plaques and tablets, and other items of interest or value to
Owner that may be uncovered during demolition remain the property of Owner.
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1. Carefully salvage in a manner to prevent damage and promptly return to Owner.
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1.5 PREINSTALLATION MEETINGS
A. Pre-demolition Conference: Conduct conference at Project site.
1. Inspect and discuss condition of construction to be selectively demolished.
2. Review structural load limitations of existing structure.
3. Review and finalize selective demolition schedule and verify availability of materials,
demolition personnel, equipment, and facilities needed to make progress and avoid 0
delays.
4. Review requirements of work performed by other trades that rely on substrates exposed 2
by selective demolition operations. 1
5. Review areas where existing construction is to remain and requires protection.
1.6 INFORMATIONAL SUBMITTALS co
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A. Qualification Data: For refrigerant recovery technician. N
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B. Engineering Survey: Submit engineering survey of condition of building.
C. Proposed Protection Measures: Submit report, including Drawings, that indicates the measures
proposed for protecting individuals and property for environmental protection, for dust control
and for noise control. Indicate proposed locations and construction of barriers. E
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D. Schedule of Selective Demolition Activities: Indicate the following:
1. Detailed sequence of selective demolition and removal work, with starting and ending
dates for each activity. Ensure Owner's and other tenants' on-site operations are 0
uninterrupted.
2. Interruption of utility services. Indicate how long utility services will be interrupted.
3. Coordination for shutoff, capping, and continuation of utility services.
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4. Use of elevator and stairs.
5. Coordination of Owner's continuing occupancy of portions of existing building and of
Owner's partial occupancy of completed Work.
E. Pre-demolition Photographs or Video: Show existing conditions of adjoining construction,
including finish surfaces, that might be misconstrued as damage caused by demolition
operations. Comply with Section 013233 "Photographic Documentation." Submit before Work
begins.
F. Warranties: Documentation indicating that existing warranties are still in effect after completion
of selective demolition.
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1.7 CLOSEOUT SUBMITTALS
A. Inventory: Submit a list of items that have been removed and salvaged.
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1.8 FIELD CONDITIONS
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A. Owner will occupy portions of building immediately adjacent to selective demolition area.
Conduct selective demolition so Owner's operations will not be disrupted.
B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as -�
far as practical.
C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding
with selective demolition. c
D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the
Work. i
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1. Hazardous materials will be removed by Owner before start of the Work.
2. If suspected hazardous materials are encountered, do not disturb; immediately notify
Architect and Owner. Hazardous materials will be removed by Owner under a separate oa
contract.
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E. Storage or sale of removed items or materials on-site is not permitted. N
F. Utility Service: Maintain existing utilities indicated to remain in service and protect them _
against damage during selective demolition operations. "-
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1. Maintain fire-protection facilities in service during selective demolition operations. E
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1.9 WARRANTY
A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged
during selective demolition, by methods and with materials and using approved contractors so 0
as not to void existing warranties.Notify warrantor before proceeding.
B. Notify warrantor on completion of selective demolition, and obtain documentation verifying
that existing system has been inspected and warranty remains in effect. Submit documentation
at Project closeout.
1.10 COORDINATION E
A. Arrange selective demolition schedule so as not to interfere with Owner's operations.
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PART 2 - PRODUCTS
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2.1 PERFORMANCE REQUIREMENTS c
A. Regulatory Requirements: Comply with governing EPA notification regulations before
beginning selective demolition. Comply with hauling and disposal regulations of authorities
having jurisdiction.
B. Standards: Comply with ASSE A10.6 and NFPA 241.
PART 3 - EXECUTION
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3.1 EXAMINATION
A. Verify that utilities have been disconnected and capped before starting selective demolition i
operations.
B. Review Project Record Documents of existing construction or other existing condition and W
hazardous material information provided by Owner. Owner does not guarantee that existing
conditions are same as those indicated in Project Record Documents.
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C. Engage a professional engineer to perform an engineering survey of condition of building to CD
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determine whether removing any element might result in structural deficiency or unplanned
collapse of any portion of structure or adjacent structures during selective building demolition z
operations.
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I. Perform surveys as the Work progresses to detect hazards resulting from selective
demolition activities.
D. Steel Tendons: Locate tensioned steel tendons and include recommendations for de-tensioning.
E. Verify that hazardous materials have been remediated before proceeding with building
demolition operations. c
F. Survey of Existing Conditions: Record existing conditions by use of preconstruction S
photographs.
1. Comply with requirements specified in Section 013233 "Photographic Documentation."
2. Inventory and record the condition of items to be removed and salvaged. Provide
photographs or video of conditions that might be misconstrued as damage caused by
salvage operations. m
3. Before selective demolition or removal of existing building elements that will be
reproduced or duplicated in final Work, make permanent record of measurements,
materials, and construction details required to make exact reproduction.
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3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS
A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and
protect them against damage. c
B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify,
disconnect, and seal or cap off utility services and mechanical/electrical systems serving areas
to be selectively demolished.
1. Owner will arrange to shut off indicated services/systems when requested by Contractor.
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2. Arrange to shut off utilities with utility companies. -a
3. If services/systems are required to be removed, relocated, or abandoned, provide
temporary services/systems that bypass area of selective demolition and that maintain
continuity of services/systems to other parts of building.
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3.3 PROTECTION
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A. Temporary Protection: Provide temporary barricades and other protection required to prevent
injury to people and damage to adjacent buildings and facilities to remain.
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1. Provide protection to ensure safe passage of people around selective demolition area and co
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to and from occupied portions of building.
2. Provide temporary weather protection, during interval between selective demolition of N
existing construction on exterior surfaces and new construction, to prevent water leakage N
and damage to structure and interior areas.
3. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are z
exposed during selective demolition operations. N
4. Comply with requirements for temporary enclosures, dust control, heating, and cooling W
specified in Section 015000 "Temporary Facilities and Controls." :5
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B. Temporary Shoring: Design, provide, and maintain shoring, bracing, and structural supports as .0
required to preserve stability and prevent movement, settlement, or collapse of construction and
finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of CL
construction being demolished.
1. Strengthen or add new supports when required during progress of selective demolition.
C. Remove temporary barricades and protections where hazards no longer exist.
3.4 SELECTIVE DEMOLITION, GENERAL
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 U
governing regulations and as follows:
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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 c
cutting methods least likely to damage construction to remain or adjoining construction.
Use hand tools or small power tools designed for sawing or grinding,not hammering and
chopping. Temporarily cover openings to remain.
3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring
existing finished surfaces.
4. Do not use cutting torches until work area is cleared of flammable materials. At ,
concealed spaces, such as duct and pipe interiors,verify condition and contents of hidden
space before starting flame-cutting operations. Maintain portable fire-suppression devices
during flame-cutting operations.
5. Maintain fire watch during and for at least 1 hour after flame-cutting operations.
6. Maintain adequate ventilation when using cutting torches. 0
7. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and
promptly dispose of off-site.
8. Remove structural framing members and lower to ground by method suitable to avoid i
free fall and to prevent ground impact or dust generation.
9. Locate selective demolition equipment and remove debris and materials so as not to >-
impose excessive loads on supporting walls, floors, or framing.
10. Dispose of demolished items and materials promptly.
B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal C44
operations to ensure minimum interference with roads, streets, walks, walkways, and other N
adjacent occupied and used facilities.
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C. Removed and Salvaged Items: c14
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1. Clean salvaged items. 2
2. Pack or crate items after cleaning. Identify contents of containers. >
3. Store items in a secure area until delivery to Owner.
4. Transport items to Owner's storage area designated by Owner.
5. Protect items from damage during transport and storage.
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D. Removed and Reinstalled Items:
1. Clean and repair items to functional condition adequate for intended reuse.
2. Pack or crate items after cleaning and repairing. Identify contents of containers.
3. Protect items from damage during transport and storage. _
4. Reinstall items in locations indicated. Comply with installation requirements for new
materials and equipment. Provide connections, supports, and miscellaneous materials
necessary to make item functional for use indicated.
E. Existing Items to Remain: Protect construction indicated to remain against damage and soiling
during selective demolition. When permitted by Architect, items may be removed to a suitable,
protected storage location during selective demolition and cleaned and reinstalled in their
original locations after selective demolition operations are complete.
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3.5 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS
A. Roofing: Remove no more existing roofing than what can be covered in one day by new roofing
and so that building interior remains watertight and weathertight. See roofing specification c
sections for new roofing requirements.
1. Remove existing roof membrane, flashings, copings, and roof accessories.
2. Remove existing roofing system down to substrate.
3.6 DISPOSAL OF DEMOLISHED MATERIALS
A. Remove demolition waste materials from Project site and dispose of them in an EPA-approved
construction and demolition waste landfill acceptable to authorities having jurisdiction.
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1. Do not allow demolished materials to accumulate on-site.
2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces 2
and areas. 1
3. Remove debris from elevated portions of building by chute, hoist, or other device that
will convey debris to grade level in a controlled descent.
4. Comply with requirements specified in Section 017419 "Construction Waste
Management and Disposal." co
B. Burning: Do not burn demolished materials.
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3.7 CLEANING
A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective a)
demolition operations. Return adjacent areas to condition existing before selective demolition E
operations began.
END OF SECTION 024119
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SECTION 061000 - ROUGH CARPENTRY
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PART I - GENERAL
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1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY :2
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A. Section Includes:
I. Rooftop equipment bases and support curbs.
2. Wood blocking i
3. Wood sleepers.
4. Plywood panels.
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1.3 DEFINITIONS
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A. Boards or Strips: Lumber of less than 2 inches nominal size in least dimension. CD
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B. Dimension Lumber: Lumber of 2 inches nominal size or greater but less than 5 inches nominal
size in least dimension.
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C. Exposed Framing: Framing not concealed by other construction.
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D. Timber: Lumber of 5 inches nominal size or greater in least dimension. >
1.4 ACTION SUBMITTALS
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A. Product Data: For each type of process and factory-fabricated product. Indicate component
materials and dimensions and include construction and application details.
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1. Include data for wood-preservative treatment from chemical treatment manufacturer and
certification by treating plant that treated materials comply with requirements. Indicate s
type of preservative used and net amount of preservative retained.
2. Include data for fire-retardant treatment from chemical treatment manufacturer and
certification by treating plant that treated materials comply with requirements. Include
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physical properties of treated materials based on testing by a qualified independent
testing agency.
3. For fire-retardant treatments, include physical properties of treated lumber both before
and after exposure to elevated temperatures, based on testing by a qualified independent
testing agency according to ASTM D 5664.
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4. For products receiving a waterborne treatment, include statement that moisture content of
treated materials was reduced to levels specified before shipment to Project site.
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B. Fastener Patterns: Full-size templates for fasteners in exposed framing. c
1.5 INFORMATIONAL SUBMITTALS
A. Material Certificates: For dimension lumber specified to comply with minimum allowable unit
stresses. Indicate species and grade selected for each use and design values approved by the
ALSC Board of Review. -�
B. Evaluation Reports: For the following, from ICC-ES:
1. Wood-preservative-treated wood. c
2. Fire-retardant-treated wood.
3. Engineered wood products.
4. Shear panels.
5. Power-driven fasteners.
6. Post-installed anchors.
7. Metal framing anchors.
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1.6 QUALITY ASSURANCE CD
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A. Testing Agency Qualifications: For testing agency providing classification marking for fire-
retardant treated material, an inspection agency acceptable to authorities having jurisdiction that Z_
periodically performs inspections to verify that the material bearing the classification marking is C44
representative of the material tested.
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1.7 DELIVERY, STORAGE, AND HANDLING >
A. Stack wood products flat with spacers beneath and between each bundle to provide air
circulation. Protect wood products from weather by covering with waterproof sheeting, securely
anchored. Provide for air circulation around stacks and under coverings. c
PART 2 -PRODUCTS
2.1 WOOD PRODUCTS, GENERAL
A. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is m
indicated, comply with the applicable rules of any rules-writing agency certified by the ALSC
Board of Review. Grade lumber by an agency certified by the ALSC Board of Review to
inspect and grade lumber under the rules indicated.
I. Factory mark each piece of lumber with grade stamp of grading agency.
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B. Maximum Moisture Content of Lumber: 19 percent unless otherwise indicated.
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2.2 WOOD-PRESERVATIVE-TREATED LUMBER c
A. Preservative Treatment by Pressure Process: AWPA U1; Use Category UC2.
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1. Preservative Chemicals: Acceptable to authorities having jurisdiction and containing no
arsenic or chromium. _
2. For exposed items indicated to receive a stained or natural finish, chemical formulations
shall not require incising, contain colorants, bleed through, or otherwise adversely affect -�
finishes.
B. Kiln-dry lumber after treatment to a maximum moisture content of 19 percent. Do not use
material that is warped or that does not comply with requirements for untreated material. c
C. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board 2
of Review.
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D. Application: Treat all rough carpentry unless otherwise indicated items indicated on Drawings,
and the following:
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1. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar
members in connection with roofing, flashing,vapor barriers, and waterproofing. N
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2. Wood sills, sleepers, blocking, furring, stripping and similar concealed members in C44
contact with masonry or concrete.
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2.3 FIRE-RETARDANT-TREATED MATERIALS m
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A. General: Where fire-retardant-treated materials are indicated, materials shall comply with 6
requirements in this article, that are acceptable to authorities having jurisdiction, and with fire-
test-response characteristics specified as determined by testing identical products per test
method indicated by a qualified testing agency.
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B. Fire-Retardant-Treated Lumber and Plywood by Pressure Process: Products with a flame-spread c
index of 25 or less when tested according to ASTM E 84, and with no evidence of significant
progressive combustion when the test is extended an additional 20 minutes, and with the flame
front not extendingmore than 10.5 feet beyond the centerline of the burners at an time during
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the test.
1. Treatment shall not promote corrosion of metal fasteners.
2. Exterior Type: Treated materials shall comply with requirements specified above for fire-
retardant-treated lumber and plywood by pressure process after being subjected to
accelerated weathering according to ASTM D 2898. Use for exterior locations and where
indicated.
3. Interior Type A: Treated materials shall have a moisture content of 28 percent or less
when tested according to ASTM D 3201 at 92 percent relative humidity. Use where
exterior type is not indicated.
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4. Design Value Adjustment Factors: Treated lumber shall be tested according to
ASTM D 5664 and design value adjustment factors shall be calculated according to
ASTM D 6841.
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C. Kiln-dry lumber after treatment to maximum moisture content of 19 percent.
D. Identify fire-retardant-treated wood with appropriate classification marking of qualified testing
agency.
E. For exposed items indicated to receive a stained or natural finish, chemical formulations shall
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not bleed through, contain colorants, or otherwise adversely affect finishes.
2.4 MISCELLANEOUS LUMBER
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A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other
construction,including the following:
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1. Blocking.
2. Nailers.
3. Rooftop equipment bases and support curbs.
4. Cants. co
5. Furring.
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B. Dimension Lumber Items: Construction or No. 2 grade lumber of any of the following species: c44
1. Hem-fir(north);NLGA. _
2. Mixed southern pine or southern pine; SPIB. "-
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3. Spruce-pine-fir;NLGA. m
4. Hem-fir;WCLIB or WWPA.
5. Spruce-pine-fir(south);NeLMA, WCLIB, or WWPA. 0
6. Western woods; WCLIB or WWPA.
7. Northern species;NLGA.
8. Eastern softwoods;NeLMA.
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C. Concealed Boards: 19 percent maximum moisture content and any of the following species and c
grades:
I. Mixed southern pine or southern pine;No. 2 grade; SPIB.
2. Hem-fir or hem-fir (north); Construction or No. 2 Common grade; NLGA, WCLIB, or
WWPA.
3. Spruce-pine-fir (south) or spruce-pine-fir; Construction or No.2 Common grade;
NeLMA,NLGA, WCLIB, or WWPA.
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4. Eastern softwoods;No. 2 Common grade;NeLMA.
5. Northern species;No. 2 Common grade;NLGA.
6. Western woods; Construction or No. 2 Common grade; WCLIB or WWPA.
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D. For blocking not used for attachment of other construction, Utility, Stud, or No. 3 grade lumber
of any species may be used provided that it is cut and selected to eliminate defects that will
interfere with its attachment and purpose.
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E. For blocking and nailers used for attachment of other construction, select and cut lumber to
eliminate knots and other defects that will interfere with attachment of other work.
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F. For furring strips for installing plywood or hardboard paneling, select boards with no knots
capable of producing bent-over nails and damage to paneling.
2.5 PLYWOOD PANELS
A. Equipment Backing Panels: Plywood, DOC PS 1, Exterior, A-C in thickness indicated or, if not
indicated,not less than 3/4-inch nominal thickness. c
2.6 FASTENERS i
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A. General: Fasteners shall be of size and type indicated and shall comply with requirements
specified in this article for material and manufacture.
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I. Where rough carpentry is exposed to weather, in ground contact, pressure-preservative
treated, or in area of high relative humidity,provide fasteners of Type 304 stainless steel. N
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B. Nails, Brads, and Staples: ASTM F 1667.
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C. Power-Driven Fasteners: Fastener systems with an evaluation report acceptable to authorities FL
having jurisdiction based on ICC-ES AC70.
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D. Post-Installed Anchors: Fastener systems with an evaluation report acceptable to authorities
having jurisdiction based on ICC-ES ACO1 as appropriate for the substrate.
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 W
ASTM F 594, Alloy Group 1 or 2.
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2.7 METAL FRAMING ANCHORS
A. Allowable design loads, as published by manufacturer, shall meet or exceed those indicated
Manufacturer's published values shall be determined from empirical data or by rational
engineering analysis and demonstrated by comprehensive testing performed by a qualified m
independent testing agency. Framing anchors shall be punched for fasteners adequate to
withstand same loads as framing anchors.
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B. Galvanized-Steel Sheet: Hot-dip, zinc-coated steel sheet complying with
ASTM A 653/A 653M, G60 coating designation.
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1. Use for interior locations unless otherwise indicated.
C. Hot-Dip, Heavy-Galvanized Steel Sheet: ASTM A 653/A 653M; structural steel (SS), high-
strength low-alloy steel Type A (HSLAS Type A), or high-strength low-alloy steel Type B
(HSLAS Type B); G185 coating designation; and not less than 0.036 inch thick.
I. Use for wood-preservative-treated lumber and where indicated.
D. Stainless-Steel Sheet: ASTM A 666, Type 316.
1. Use for exterior locations and where indicated. -�
PART 3 -EXECUTION
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3.1 INSTALLATION, GENERAL
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A. Framing Standard: Comply with AF&PA's WCD 1, "Details for Conventional Wood Frame
Construction," unless otherwise indicated.
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B. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and co
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fitted. Fit rough carpentry accurately to other construction. Locate furring,nailers,blocking, and
similar supports to comply with requirements for attaching other construction. N
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C. Install plywood panels by fastening to studs; coordinate locations with utilities requiring
backing panels.Install fire-retardant-treated plywood backing panels with classification z
marking of testing agency exposed to view. F
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D. Install shear wall panels to comply with manufacturer's written instructions. E
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E. Install metal framing anchors to comply with manufacturer's written instructions. Install >
fasteners through each fastener hole.
F. Install sill sealer gasket to form continuous seal between sill plates and foundation walls.
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G. Do not splice structural members between supports unless otherwise indicated.
H. Provide blocking and framing as indicated and as required to support facing materials, fixtures,
specialty items, and trim. e®
1. Provide metal clips for fastening gypsum board or lath at corners and intersections where
framing or blocking does not provide a surface for fastening edges of panels. Space clips
not more than 16 inches o.c. E
I. Provide fire blocking in furred spaces, stud spaces, and other concealed cavities as indicated and
as follows:
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1. Fire block furred spaces of walls, at each floor level, at ceiling, and at not more than 96
inches o.c. with solid wood blocking or noncombustible materials accurately fitted to
close furred spaces.
2. Fire block concealed spaces of wood-framed walls and partitions at each floor level, at c
ceiling line of top story, and at not more than 96 inches o.c. Where fire blocking is not
inherent in framing system used, provide closely fitted solid wood blocks of same width
as framing members and 2-inch nominal thickness.
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3. Fire block concealed spaces between floor sleepers with same material as sleepers to
limit concealed spaces to not more than 100 sq. ft. and to solidly fill space below e®
partitions.
4. Fire block concealed spaces behind combustible cornices and exterior trim at not more
than 20 feet o.c.
J. Sort and select lumber so that natural characteristics do not interfere with installation or with
fastening other materials to lumber. Do not use materials with defects that interfere with 0
function of member or pieces that are too small to use with minimum number of joints or
optimum joint arrangement.
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K. Comply with AWPA M4 for applying field treatment to cut surfaces of preservative-treated r`
lumber. >-
1. Use inorganic boron for items that are continuously protected from liquid water. co
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2. Use copper naphthenate for items not continuously protected from liquid water.
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L. Where wood-preservative-treated lumber is installed adjacent to metal decking, install
continuous flexible flashing separator between wood and metal decking.
M. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, N
complying with the following: m
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1. Table 2304.9.1, "Fastening Schedule," in ICC's International Building Code (IBC). c
2. Table R602.3(1), "Fastener Schedule for Structural Members," and Table R602.3(2),
"Alternate Attachments," in ICC's International Residential Code for One- and Two-
Family Dwellings.
3. ICC-ES evaluation report for fastener. c
0
N. Use steel common nails unless otherwise indicated. Select fasteners of size that will not fully
penetrate members where opposite side will be exposed to view or will receive finish materials.
Make tight connections between members. Install fasteners without splitting wood. Drive nails W
snug but do not countersink nail heads unless otherwise indicated.
O. For exposed work, arrange fasteners in straight rows parallel with edges of members, with
fasteners evenly spaced, and with adjacent rows staggered.
1. Comply with approved fastener patterns where applicable.Before fastening, mark
fastener locations,using a template made of sheet metal,plastic,or cardboard.
2. Use finishing nails unless otherwise indicated. Countersink nail heads and fill holes with
wood filler.
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3. Use common nails unless otherwise indicated. Drive nails snug but do not countersink
nail heads.
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3.2 WOOD BLOCKING, AND NAILER INSTALLATION
A. Install where indicated and where required for attaching other work. Form to shapes indicated
and cut as required for true line and level of attached work. Coordinate locations with other
work involved. _
B. Attach items to substrates to support applied loading. Recess bolts and nuts flush with surfaces
unless otherwise indicated.
C. Provide permanent grounds of dressed, pressure-preservative-treated, key-beveled lumber not
less than 1-1/2 inches wide and of thickness required to bring face of ground to exact thickness c
of finish material. Remove temporary grounds when no longer required.
i
3.3 WOOD FURRING INSTALLATION
A. Install level and plumb with closure strips at edges and openings. Shim with wood as required
for tolerance of finish work. co
B. Furring to Receive Plywood or Hardboard Paneling: Install 1-by-3-inch nominal-size furring N
vertically at 24 inches o.c. N
C. Furring to Receive Gypsum Board: Install 1-by-2-inch nominal-size furring vertically at 16
inches o.c. FL
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3.4 PROTECTION
A. Protect wood that has been treated with inorganic boron (SBX) from weather. If, despite
protection, inorganic boron-treated wood becomes wet, apply EPA-registered borate treatment.
Apply borate solution by spraying to comply with EPA-registered label.
0
B. Protect rough carpentry from weather. If, despite protection, rough carpentry becomes wet
enough that moisture content exceeds that specified, apply EPA-registered borate treatment.
Apply borate solution by spraying to comply with EPA-registered label.
END OF SECTION 061000
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SECTION 072100 - THERMAL INSULATION
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PART I - GENERAL
E
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY :2
.0
0
A. Section Includes:
1. Extruded polystyrene foam-plastic board. i
2. Molded polystyrene foam-plastic board. r`
3. Polyisocyanurate foam-plastic board.
4. Glass-Fiber Blanket
5. Sprayed-Applied Cellulosic Insulation co
B. Related Requirements: N
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1. Section 075216 "Styrene-Butadiene-Styrene (SBS) Modified Bituminous Membrane _
Roofing"for insulation specified as part of roofing construction. F
N
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1.3 ACTION SUBMITTALS 0
A. Product Data: For each type of product.
1.4 INFORMATIONAL SUBMITTALS
A. Product Test Reports: For each product, for tests performed by a qualified testing agency. S
E
B. Evaluation Reports: For foam-plastic insulation,from ICC-ES.
1.5 DELIVERY, STORAGE, AND HANDLING
m
A. Protect insulation materials from physical damage and from deterioration due to moisture,
soiling and other sources. Store inside and in a dry location. Comply with manufacturer's
written instructions for handling, storing, and protecting during installation. et
B. Protect foam-plastic board insulation as follows:
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1. Do not expose to sunlight except to necessary extent for period of installation and
concealment.
2. Protect against ignition at all times. Do not deliver foam-plastic board materials to Project
site until just before installation time.
3. Quickly complete installation and concealment of foam-plastic board insulation in each
area of construction.
E
PART 2 - PRODUCTS
2.1 EXTRUDED POLYSTYRENE FOAM-PLASTIC BOARD
A. Extruded polystyrene boards in this article are also called "XPS boards." Roman numeral
designators in ASTM C 578 are assigned in a fixed random sequence, and their numeric order 0
does not reflect increasing strength or other characteristics.
B. Extruded Polystyrene Board, Type IV: ASTM C 578, Type IV, 25-psi minimum compressive
strength; unfaced; maximum flame-spread and smoke-developed indexes of 25 and 450,
respectively,per ASTM E 84.
1. Fire Propagation Characteristics: Passes NFPA 285 testing as part of an approved co
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assembly.
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2.2 MOLDED POLYSTYRENE FOAM-PLASTIC BOARD
A. Molded Polystyrene Board, Type IX: ASTM C 578, Type IX, 25-psi minimum compressive FL
strength. m
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0
2.3 POLYISOCYANURATE FOAM-PLASTIC BOARD >
A. Polyisocyanurate Board, Foil Faced: ASTM C 1289, foil faced, Type I, Class 1 or 2.
c
1. Fire Propagation Characteristics: Passes NFPA 285 testing as part of an approved c
assembly.
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2.4 GLASS-FIBER BLANKET
A. Glass-Fiber Blanket, Polypropylene-Scrim-Kraft Faced: ASTM C 665, Type II (nonreflective
faced), Class A (faced surface with a flame-spread index of 25 or less); Category 1 (membrane
m
is a vapor barrier). E
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2.5 SPRAY-APPLIED CELLULOSIC INSULATION
A. Self-Supported, Spray-Applied Cellulosic Insulation: ASTM C 1149, Type I (materials applied
with liquid adhesive; suitable for either exposed or enclosed applications), chemically treated
for flame-resistance,processing, and handling characteristics.
E
2.6 INSULATION FASTENERS
A. Adhesively Attached, Spindle-Type Anchors: Plate welded to projecting spindle; capable of
holding insulation of specified thickness securely in position with self-locking washer in place.
1. Plate: Perforated, galvanized carbon-steel sheet, 0.030 inch thick by 2 inches square.
2. Spindle: Copper-coated, low-carbon steel; fully annealed; 0.105 inch in diameter; length
to suit depth of insulation.
B. Adhesively Attached, Angle-Shaped, Spindle-Type Anchors: Angle welded to prQjecting `2
spindle; capable of holding insulation of specified thickness securely in position with self- i
locking washer in place.
1. Angle: Formed from 0.030-inch-thick, perforated, galvanized carbon-steel sheet with
each leg 2 inches square. co
2. Spindle: Copper-coated, low-carbon steel; fully annealed; 0.105 inch in diameter; length
to suit depth of insulation. N
N
C. Insulation-Retaining Washers: Self-locking washers formed from 0.016-inch-thick galvanized-
steel sheet, with beveled edge for increased stiffness, sized as required to hold insulation z
securely in place,but not less than 1-1/2 inches square or in diameter.
N
1. Protect ends with capped self-locking washers incorporating a spring steel insert to
ensure permanent retention of cap in the following locations: 6
a. Ceiling plenums.
b. Attic spaces. 0
D. Insulation Standoff. Spacer fabricated from galvanized mild-steel sheet for fitting over spindle
of insulation anchor to maintain air space of 1 inch between face of insulation and substrate to
which anchor is attached.
E. Anchor Adhesive: Product with demonstrated capability to bond insulation anchors securely to
substrates without damaging insulation, fasteners, or substrates.
2.7 ACCESSORIES
A. Insulation for Miscellaneous Voids:
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1. Glass-Fiber Insulation: ASTM C 764, Type II, loose fill; with maximum flame-spread
and smoke-developed indexes of 5,per ASTM E 84.
2. Spray Polyurethane Foam Insulation: ASTM C 1029, Type II, closed cell, with maximum
flame-spread and smoke-developed indexes of 75 and 450,respectively,per ASTM E 84. W
76
B. Adhesive for Bonding Insulation: Product compatible with insulation and air and water barrier 9
materials, and with demonstrated capability to bond insulation securely to substrates without
damaging insulation and substrates.
C. Eave Ventilation Troughs: Preformed,rigid fiberboard or plastic sheets designed and sized to fit
between roof framing members and to provide ventilation between insulated attic spaces and -a
vented eaves.
PART 3 - EXECUTION c
3.1 PREPARATION i
A. Clean substrates of substances that are harmful to insulation, including removing projections
capable of puncturing insulation or vapor retarders, or that interfere with insulation attachment. w
co
3.2 INSTALLATION, GENERAL CD
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A. Comply with insulation manufacturer's written instructions applicable to products and
applications. z
B. Install insulation that is undamaged, dry, and unsoiled and that has not been left exposed to ice,
rain, or snow at any time. E
6
C. Extend insulation to envelop entire area to be insulated. Fit tightly around obstructions and fill >
voids with insulation. Remove projections that interfere with placement.
D. Provide sizes to fit applications and selected from manufacturer's standard thicknesses, widths,
and lengths. Apply single layer of insulation units unless multiple layers are otherwise shown or
required to make up total thickness or to achieve R-value.
E
3.3 INSTALLATION OF CAVITY-WALL INSULATION
A. Foam-Plastic Board Insulation: Install pads of adhesive spaced approximately 24 inches o.c.
both ways on inside face and as recommended by manufacturer. Fit courses of insulation
between wall ties and other obstructions,with edges butted tightly in both directions.Press units E
firmly against inside substrates.
1. Supplement adhesive attachment of insulation by securing boards with two-piece wall
ties designed for this purpose and specified in Section 042000 "Unit Masonry."
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3.4 INSTALLATION OF INSULATION IN FRAMED CONSTRUCTION
A. Blanket Insulation: Install in cavities formed by framing members according to the following
0
requirements: W
1. Use insulation widths and lengths that fill the cavities formed by framing members. If 9
more than one length is required to fill the cavities, provide lengths that will produce a
snug fit between ends.
2. Place insulation in cavities formed by framing members to produce a friction fit between
edges of insulation and adjoining framing members.
3. Maintain 3-inch clearance of insulation around recessed lighting fixtures not rated for or
protected from contact with insulation.
4. For metal-framed wall cavities where cavity heights exceed 96 inches, support un-faced
blankets mechanically and support faced blankets by taping flanges of insulation to
flanges of metal studs. c
B. Miscellaneous Voids: Install insulation in miscellaneous voids and cavity spaces where required
to prevent gaps in insulation using the following materials:
r.
1. Glass-Fiber Insulation: Compact to approximately 40 percent of normal maximum >_
volume equaling a density of approximately 2.5 lb/cu. ft. !i
2. Spray Polyurethane Insulation: Apply according to manufacturer's written instructions.
C. Spray-Applied Cellulosic Insulation: Apply spray-applied insulation according to ci
CD
manufacturer's written instructions. Do not apply insulation until installation of pipes, ducts, N
conduits, wiring, and electrical outlets in walls is completed and windows, electrical boxes, and
other items not indicated to receive insulation are masked. After insulation is applied, make z
U_
flush with face of studs by using method recommended by insulation manufacturer. N
m
3.5 INSTALLATION OF REFLECTIVE INSULATION c
A. Install sheet reflective insulation according to ASTM C 727.
B. Install sheet radiant barriers according to ASTM C 1744. 0
C. Install interior radiation control coating system according to ASTM C 1321.
E
3.6 PROTECTION
A. Protect installed insulation from damage due to harmful weather exposures,physical abuse, and
other causes. Provide temporary coverings or enclosures where insulation is subject to abuse
and cannot be concealed and protected by permanent construction immediately after
installation.
END OF SECTION 072100
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SECTION 074113.16 - STANDING-SEAM METAL ROOF PANELS
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0
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Standing seam metal roofing system.
B. Standing seam metal roofing accessories. ,
C. Metal roofing edge metal and flashing.
D. Metal roofing accessories.
0
1.2 RELATED SECTIONS
A. Section 072100 -Roof and Deck Insulation. i
B. Section 075216 - Styrene-Butadiene-Styrene (SBS) Modified Bituminous Membrane
Roofing
C. Section 07900 - Joint Sealers
D. Section 264113 - Lightning Protection. N
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1.3 REFERENCES
z
A. ASTM A 240 - Standard Specification for Chromium and Chromium-Nickel Stainless Steel
Plate, Sheet, and Strip for Pressure Vessels and for General Applications.
m
B. ASTM A 653/A 653M- Standard Specification for Steel Sheet, Zinc-Coated(Galvanized) or 2
Zinc-Iron Alloy-Coated(Galvannealed)by the Hot-Dip Process. >
C. ASTM A 792/A 792M- Standard Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-
Coated by the Hot-Dip Process.
c
D. ASTM A 875 - Standard Specification for Steel Sheet,Zinc-5 %Aluminum Alloy-Coated c
by the Hot-Dip Process
E. ASTM B 101 - Standard Specification for Lead-Coated Copper Sheet and Strip for Building
Construction.
F. ASTM B 209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate.
G. ASTM B 370 - Standard Specification for Copper Sheet and Strip for Building Construction.
H. ASTM D 226 - Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing
and Waterproofing.
I. ASTM D 1056 - Standard Specification for Flexible Cellular Materials - Sponge or
Expanded Rubber.
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J. ASTM D 2178 - Standard Specification for Asphalt Glass Felt Used in Roofing and
Waterproofing.
K. ASTM D 3575 - Standard Test Methods for Flexible Cellular Materials made from Olefin 0
Polymers. W
L. ASTM E 84 - Standard Test for Surface Burning Characteristics of Building Materials.
M. ASTM E 283 - Standard Test Method for Rate of Air Leakage Through Exterior Windows,
Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen.
N. ASTM E 331 - Standard Test Method for Water Penetration of Exterior Windows, Curtain
Walls, and Doors by Uniform Static Air Pressure Difference.
O. ASTM E 1592 - Standard Test Method for Structural Performance of Sheet Metal Roof and
Siding Systems by Uniform Static Air Pressure Difference.
P. ASTM E 1646 - Standard Test Method for Water Penetration of Exterior Metal Roof Panel
Systems by Uniform Static Air Pressure Difference. i
r.
Q. ASTM E 1680 - Standard Test Method for Rate of Air Leakage Through Exterior Metal
Roof Panel Systems. co
W
R. ASTM E 2140 - Standard Test Method for Water Penetration of Metal Roof Panel Systems
by Static Water Pressure Head. c,
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S. AAMA 501.1 - Standard Test Method for Water Penetration of Windows, Curtain Walls and
Doors Using Dynamic Pressure.
T. ASCE 7 - Minimum Design Loads for Buildings and Other Structures. ci
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U. FM 4470 Approval Standard for Class 1 Panel Roofs. :5
6
V. FM 4471 - Class 1 Panel Roof, Factory Mutual Research Corporation. >
W. UL 263 - Fire Tests of Building Constructions and Materials.
X. UL 580 - Standard for Tests for Uplift Resistance of Roof Assemblies.
Y. UL 790 - Standard Test Methods for Fire Tests of Roof Coverings.
Z. UL 1897 -Uplift Test for Roof Covering Systems. u
AA. ICC-ES AC166 - Test Procedure for Wind Driven Rain Resistance of Metal Roof Coverings.
BB. SMACNA -Architectural Sheet Metal Manual.
m
CC. National Coil Coating Association (NCCA)
DD. NRCA - The NRCA Roofing and Waterproofing Manual. <
EE. MIAMI DADE NOTICE OF ACCEPTANCE-NOA 4 17-0725.08
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1.4 DESIGN/PERFORMANCE REQUIREMENTS
A. Standing Seam Roofing System: R-Mer Span
1. Thermal Expansion and Contraction: c
a. Completed metal roofing and flashing system shall be capable of withstanding
expansion and contraction of components caused by changes in temperature
without buckling producing excess stress on structure, anchors or fasteners, or
reducing performance ability.
b. Design temperature differential shall be not less then 200 degrees F. _
c. Interface between panel and clip shall provide for unlimited thermal movement
in each direction along the longitudinal direction. -�
d. Location of metal roofing rigid connector shall be at roof ridge unless otherwise
approved by the Project Architect. Metal ridge connector may require design as
per job conditions by specified manufacturer.
2. Uniform Wind Load Capacity: c
a. Installed roof system shall withstand negative (uplift)design wind loading
pressures complying with the following criteria.
1) Design Code: ASCE 7-10,Method 2 for Components and Cladding. i
2) Safety Factor: 1.67 after any load reduction or material stress increase.
3) Wind Speed: 180 mph.
4) Exposure Category: D.
b. ASTM E 1592: Capacity shall be determined using pleated airbag method in
accordance with ASTM E 1592, testing of sheet metal roof panels. Allowable
safe working loads shall be determined by dividing the ultimate test load by the N
safety factor specified above. N
C. Underwriters'Laboratories,Inc., (UL),wind uplift resistance classification:
Roof assembly shall be classified as Class 1-90, as defined by UL 580 z
d. FM 4471: Submit test report for negative wind uplift pressures no less than that N
specified. Roof system must have approval over the substrate specified.
3. Uniform Positive Load Capacity. E
a. Installed roof system shall be capable of resisting the following positive >
uniform roof loads: Roof Live Load of 20 psf
b. If the project is retrofit or tear off, and weight is being added,then a licensed
structural engineer must review and approve the application through a structural
evaluation of the roof structure. Coordinate with Submittals. c
0
C. Dead Load: Loading of the roof structure, due to tear off of existing, and/or
installation of new roofing materials shall not exceed the present loading due to
weight of the existing roofing system.
d. Installed roof system shall carry positive uniform design loads with a maximum
system deflection of L/180 as measured at the rib (web) of the panel. s
4. Underwriters' Laboratories,Inc., (UL):
a. Underwriters'Laboratories,Inc., (UL)fire resistance P ratings for roof �.
assemblies: If applicable,panel system shall be approved for use in an
appropriate Construction Assembly, as defined by UL 263.
b. Underwriters' Laboratories,Inc., (UL) Class A fire rating per UL 790.
5. ASTM E 283: Static pressure air infiltration(doors,windows, curtain walls):
a. Pressure Leakage Rate
1) 1.57 PSF 0.0007 cfm/sq.ft.
2) 6.24 PSF 0.0002 cfm/sq.ft.
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3) 20.0 PSF 0.0036 cfm/sq.ft.
6. ASTM E 331: Static pressure water infiltration(doors,windows, curtain walls):
a. Pressure Result:
1) 5 Gal./Hr.per S.F. and Static No Leakage c
2) Pressure of 20.0 Psf. for 15 minutes
7. ASTM E 1646: Static pressure water infiltration(roof panels):
a. Pressure Result:
1) 5 Gal./Hr.per S.F. and Static No Leakage
2) Pressure of 20.0 Psf for 15 minutes
8. Capacities for gauge, span or loading other than those tested may be determined by
interpolation of test results within the range of test data. Extrapolations for conditions
outside test range are not acceptable.
9. Water penetration(dynamic pressure): No water penetration, other than condensation,
when exposed to dynamic rain and 70 mph wind velocities for not less than five
minutes duration,when tested in accord with principles of AAMA 501.1. c
10. Wind and wind driven rain resistance: No water penetration or panel movement when
exposed to 110 mph wind velocities when tested in accordance with TAS 100.
11. Installed roof system assembly shall show that it can resist the calculated roof pressure
in accordance with the test results of TAS 125.
12. Water penetration in low slope applications:No water penetration or panel movement w
when subject to 6-inch head of water for 6 hours when tested in accordance with the W
ASTM E 2140 and when subject to 6-inch head of water for 7 days when tested in
accordance with the TAS 114 appendix G.
13. Submit third party validation of environmental claims,prepared UL Environment, for
all metal roof panels containing recycled content and/or bio-based content. N
1.5 SUBMITTALS
M
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A. Submit under provisions of Section 013300. m
B. Provide the following to the Owner at the time of bid submittal:
1. Written certification from the roofing system manufacturer corporate officer
certifying that the applicator is currently approved for installation of the specified
roofing system.
2. Descriptive product data including MSD sheets.
3. Certification of Class A roof system.
4. Sample copy of contractor's workmanship warranty. 0
5. Sample copy of specified Manufacturer's warranty.
6. Sample copy of Manufacturer's Architectural indemnification Agreement.
7. Copy of Miami Dade Notice of Acceptance for Standing Seam Roofing System.
8. List of 5 similar projects located within a high velocity hurricane zone that are a
minimum of 10 years old and are water tight and without leaks or damage
installed by the roofing contractor. _
9. List of 5 similar projects located within a high velocity hurricane zone that are a
minimum of 10 years old and are water tight and without leaks or damage that
consist of the submtited panel type.
m
C. Product Data: Submit brochures containing material samples, SDS, schedules, charts,
literature, and illustrations to indicate the performance, fabrication procedures,product e(
variations, and accessories.
1. At the time of the bid submittal, submit:
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a. Manufacturer's specifications and other independent test data according to
needed to prove compliance with specified requirements.
b. All other data and information to satisfy requirements of manufacturer on
warranty needs. 0
C. A written statement from the roofing materials manufacturers corporate 0
officer approving the installer and stating the intent to guarantee the
completed project as specified.
e. Samples of proposed warranty complete with any addenda necessary to meet
the warranty requirements as specified.
f. Certified copy of ISO 9001 compliance.
D. Design Loads: Submit manufacturer's minimum design load calculations according to ASCE
7, Method 2 for Components and Cladding. In no case shall the design loads be taken to be
less than those specified herein.
E. Dead Load Evaluation: Provide documentation from a licensed structural engineer of a
structural evaluation of the roof structure and it's suitability for the new imposed roofing
loads. i
F. Shop Drawings: Prepared specifically for this project; showing dimensions of metal roofing
and accessories,fastening details and connections and interface with other products.G. Selection Samples: For each finish product specified, two complete sets of samples
representing manufacturer's full range of available colors and textures.
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H. Verification Samples: For each finish product specified, two samples,minimum size 6 ci
inches square,representing actual product, color, and textures.
e(
I. Manufacturer's Certificates: Certify products meet or exceed specified requirements.
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J. List of 5 projects located within a high velocity hurricane zone that are a minimum of 10
years old and are water tight and without leaks or damage. 0
K. Manufacturer's Certificate: Certify that product is not private labeled.
L. Closeout Submittals: ,
1. Provide manufacturer's maintenance instructions that include recommendations for 0
periodic checking and maintenance of installed roof system.
2. Provide executed copy of manufacturer's warranty.
1.6 QUALITY ASSURANCE
A. Manufacturer Qualifications: Manufacturer shall have in place a documented, standardized
quality control program such as ISO-9001 approval.
B. Installer Qualifications: Certified and approved installer of the sheet metal roofing E
manufacturer. �
C. Mock-Up: Provide a mock-up for evaluation of surface preparation techniques and
application workmanship.
1. Finish areas designated by Architect.
2. Do not proceed with remaining work until workmanship, color, and sheen are
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approved by Architect.
3. Refinish mock-up area as required to produce acceptable work.
4. Build mockup of typical roof area and eave,including fascia; approximately 48"
square by full thickness, including attachments,underlayment and accessories. 0
5. Build mockups for typical roof area only,including accessories.
a. Size: 12 feet long by 6 feet.
b. Each type of exposed seam and seam termination.
6. Approval of mockups does not constitute approval of deviations from the Contract
Documents contained in mock ups unless Architect specifically approves such
deviations in writing.
7. Approved mockups may become part of the completed Work if undisturbed at time of
Substantial Completion.
1.7 PRE-INSTALLATION CONFERENCE c
A. Convene a pre-roofing conference approximately two weeks before scheduled
commencement of roofing system installation and associated work. i
B. Require attendance of installers of deck or substrate construction to receive roofing,
installers of rooftop units and other work in and around roofing which must precede or
follow roofing work including mechanical work, Architect, Owner,roofing system
manufacturer's representative.
C. Objectives include: "'
1. Review foreseeable methods and procedures related to roofing work, including set up C44
and mobilization areas for stored material and work area.
2. Tour representative areas of roofing substrates, inspect and discuss condition of
substrate,roof drains, curbs,penetrations and other preparatory work. N
3. Review structural loading limitations of deck and inspect deck for loss of flatness and E
for required attachment. 2
0
4. Review roofing system requirements, Drawings, Specifications and other Contract
Documents.
5. Review and finalize schedule related to roofing work and verify availability of w
materials,installer's personnel, equipment and facilities needed to make progress and
avoid delays.
6. Review required inspection, testing, certifying procedures.
7. Review weather and forecasted weather conditions and procedures for coping with _
unfavorable conditions,including possibility of temporary roofing. E
8. Record conference including decisions and agreements reached. Furnish a copy of
records to each party attending.
1.8 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials in manufacturer's original,unopened,undamaged containers with
identification labels intact.
B. Store materials protected from exposure to harmful environmental conditions and at
temperature and humidity conditions recommended by the manufacturer.
1. Store materials above ground, on skids.
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2. Protect material with waterproof covering and allow sufficient ventilation to prevent
condensation buildup or moisture entrapment on the materials.
1.9 PROJECT CONDITIONS 0
A. Maintain environmental conditions (temperature,humidity, and ventilation) within limits
recommended by manufacturer for optimum results. Do not install products under
environmental conditions outside manufacturer's absolute limits.
1.10 WARRANTY
A. Warranty:
1. 35 year,no dollar limit,water tight,warranty.
2. Provide installers 5-year warranty covering roofing system installation and water-
tightness. Z
3. Manufacturer is required to inspect the roof a minimum of one time per year at the
request of the building owner or architect. This service shall be performed at not cost
to the building owner.
4. The Fluorocarbon coating (Coating)used as an exterior finish on the panels installed
will be free from defect and meet the minimum published specifications for the
material for a period of thirty (30)years from the date of installation. >-
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a. The coating,will not,under normal atmospheric conditions (which term
excludes corrosive or aggressive atmospheres such as those contaminated with
chemical fumes or salt spray):
1.Peel, check or crack(except for such slight crazing as may occur on tightly
roll-formed edges or brake bends at the time of forming pre-painted sheet and
which is accepted as Kynar standard) during Warranty period.
2. Chalk in excess of numerical rating of eight(8) during the Warranty period
when measured in accordance with the standard procedures specified in ASTM E
D4214, or 2
0
3. Fade or change in color in excess of five (5)NBS units during the Warranty
period when measured on the exposed painted surfaces which have been
cleaned of external deposits and chalk and the corresponding values measured
on the original or unexposed painted surfaces. It is understood that fading or
color changes may not be uniform if the surfaces are not equally exposed to the c
sun and elements.
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PART 2 PRODUCTS
2.1 MANUFACTURERS
A. Basis of Design: The Garland Company, Inc.
1. Alternates listed below are required to meet all minimum criteria listed for the basis of E
design.
a. Berridge Manufacturing Company
b. McElroy Metal
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B. Requests for substitutions will be considered in accordance with provisions of Section
012500.
2.2 STANDING SEAM METAL ROOFING
A. R-Mer Span: _
1. Width of Standing T-Seam Panel: 1-inch T-seam. E
a. 16 inches.
2. Standing Seam: 2-3/8 inch-tall mechanically seamed with factory installed hot melt
sealant in-seam cap.Panel/Cap is configured with a total of 4 layers of metal
surrounding anchor clip. '
3. Panel Profile: Provided with minimum 1-1/2 inches wide elevated mesa's every 2
inches on center continuous throughout panel.
a. Slope: Open Purlins or Solid Substrate down to 1/4:12.
4. Flashing and flat stock material: Fabricate in profiles indicated on Drawings of same
material, thickness, and finish as roof system,unless indicated otherwise.
5. Panel material:
a. Aluminum, 3105-H14 alloy, smooth as per ASTM B 209, .040-inch thickness. i
6. Flashing and flat stock material: Fabricate in profiles indicated on Drawings of same
material, thickness, and finish as roof system,unless indicated otherwise.
7. Coated Finish:
a. Exposed surfaces for coated panels: co
1) Two coat-coil applied,baked-on full-strength (70%resin) fluorocarbon
coating system (polyvinylidene fluoride,PVF2), applied by N
manufacturer's approved applicator. N
2) Coating system shall provide nominal 1.0 mil dry film thickness,
consisting of primer and color coat. z
b. Unexposed surfaces for coated panels shall be baked-on polyester coating with N
.20 to .30 dry film thickness (TDF). W
C. Color: To be selected form manufacturer full range of colors. E
8. Accessory Components: 0
a. Anchor Clips: >
1) Concealed Standard Anchor Clips: Clips 16-gauge stainless steel, alloy
316L, 1-piece clip with projecting legs for additional panel alignment
and provision for unlimited thermal movement in each direction along 0
the longitudinal dimension. CL
b. Gable anchor clips for:
1) Standing Seam style.
a) Stainless steel, alloy 316L,minimum thickness: 16 gauge.
C. Fasteners:
1) Concealed fasteners: Corrosion resistant steel fasteners (zinc plated,
stainless steel or equal) designed to meet structural loading requirements.
2) Exposed fasteners: Series 410 stainless steel fasteners or 1/8-inch
diameter stainless steel waterproof rivets. All exposed fasteners shall be E
factory painted to match the color of the standing seam panels.
d. Closures: Factory precut closed cell foam meeting ASTM D 1056 or ASTM D
3575, enclosed in metal channel matching panels when used at hip,ridge,rake,
and jamb.
e. Provide all miscellaneous accessories for complete installation.
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2.3 STANDING SEAM METAL ROOFING ACCESSORIES
A. Insulation:
1. Type: Polyisocyanurate 0
a. Minimum Thickness: 2"
b. R-value: 20 9
E
B. Barrier Boards:
1. Georgia-Pacific Corp. 1/4-inch minimum Dens-Deck protective barrier board with a
Class A fire rating over deck surfaces.
C. Underlayment:
1. 45 mil minimum high temp self adhesive membrane,installed in accordance with
manufacturer's recommendations. -�
D. Bearing Plates:
1. Stainless steel bearing plates 3 inches by 5 inches by 16 gauge,minimum.
2. Pre-punch with a hole pattern matching that of the panel anchor clips. Slotted holes
are acceptable.
E. Sealant: >-
1. Concealed Applications: Non-Curing Butyl Sealant- Schnee-Morehead, Inc. SM5430
Acryl-R, or equal. `o
2. Exposed Applications: UV Resistant Tripolymer Sealant- Geocel Corporation, 2300
Tripolymer Sealant, or equal.
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F. Gutters:
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1. Formed from the same material as roof panels, complete with end pieces, outlet tubes,
and other special pieces as required. Fabricate in minimum 96"long sections, of size N
and metal thickness according to "SMACNA's Architectural Sheet Metal Manual."
Furnish gutter supports spaced a maximum of 36"o.c. fabricated from the same metal :5
as gutters. Provide wire ball strainers of compatible metal at outlets. Finish gutters to c
match metal roof panels.
G. Downspouts:
1. Formed from the same material as the roof panels. Fabricate in 10' long sections, 0
complete with formed elbows and offsets, of size and metal thickness according to
SMACNA's "Architectural Sheet Metal Manual."Finish downspouts to match
gutters.
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2.4 METAL ROOFING ACCESSORIES
A. R-Mer SS Sheet Stock: High gloss, factory painted aluminum
1. Material and Thickness:
a. 0.040-inch aluminum
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b. Color. To be selected form manufacturer full range of colors.
PART 3 EXECUTION
3.1 EXAMINATION
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A. Examine surfaces to receive metal roofing.Notify the Architect in writing of any defective
conditions encountered. Starting of work shall constitute acceptance of such conditions.
B. Structural Deck Substrate:
1. Inspect roof deck to verify deck is clean and smooth, free of depressions,waves, or
projections, and properly sloped.
2. Verify deck is dry and joints are solidly supported and fastened. E
3. Verify wood nailers are installed and correctly located.Do not use pressure-treated
wood containing salt-based preservatives or materials corrosive to steel.
C. Structural Framing Substrate: .�
1. Verify primary and secondary framing members are installed and fastened,properly
aligned and sloped.
2. Verify damaged shop coatings are repaired with touch up paint.
D. Verify roof openings, curbs,pipes, sleeves, ducts, or vents through roof are solidly set,
reglets are in place, and nailing strips located.
E. Correct defective conditions before beginning work.
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3.2 INSTALLATION A. Install in conformance with the NRCA Roofing and Waterproofing Manual and W
Manufacturers installation requirements.
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B. Form panel shape as indicated on Drawings, accurate in size, square, and free from distortion N
or defects.
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C. Install underlayment and eave protection sheet underlayment as recommended by the
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Manufacturer. �
D. Coordinate with installation of rigid board insulation as specified in Section 072100. 2
0
E. Install all panels continuous from ridge to eave. Transverse seams are not permitted.
F. Panel lengths that exceed maximum shipping lengths shall be field rolled on equipment
owned by the panel manufacturer. Seam sealant must be factory applied. 0
G. Exposed fasteners, screws and/or roof mastic are unacceptable and will be rejected. System
configuration only allows for exposed fasteners at panel overlap,if required, and at trim
details in accordance with the Manufacturer's requirements.
E
H. Where not otherwise indicated conform to SMACNA details including flashings and trim.
I. Install sealants where indicated to clean dry surfaces only without skips or voids.
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J. Install metal edge treatment in accordance with the manufacturer's instructions and the
approved shop drawings.
K. Install metal roofing accessories in accordance with the manufacturer's instructions and the
approved shop drawings.
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3.3 PROTECTION
A. Protect installed products until completion of project.
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B. Touch-up,repair or replace damaged products before Substantial Completion.
3.4 FIELD QUALITY CONTROL
A. Inspection: Provide manufacturer's field observations at intervals of three times per week.
Provide a final inspection upon completion of the Work. h®
1. Warranty shall be issued upon manufacturer's acceptance of the installation. ,
2. Field observations shall be performed by a Sales Representative employed full-time
by the manufacturer and whose primary job description is to assist,inspect and
approve membrane installations for the manufacturer.
3. Provide observation reports from the Sales Representative indicating procedures Z
followed, weather conditions and any discrepancies found during inspection. 0
4. Provide a final report from the Sales Representative, certifying that the roofing system
has been satisfactorily installed according to the project specifications, approved
details and good general roofing practice.
END OF SECTION 074113.16
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SECTION 075216 - STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS
MEMBRANE ROOFING
0
PART 1 GENERAL
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1.1 SECTION INCLUDES
A. Torch Applied 2-Ply Asphalt Roofing (StressPly IV). (2.16)(3.8)
B. Accessories. (2.19)
C. Edge Treatment and Roof Penetration Flashings. (2.20)(3.9)
1.2 RELATED SECTIONS 0
A. Section 061000 -Rough Carpentry.
i
B. Section 072100 -Insulation Board: Insulation and fastening.
1.3 REFERENCES
A. ASTM D 41 - Standard Specification for Asphalt Primer Used in Roofing, Damp-proofing, co
and Waterproofing.
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B. ASTM D 312 - Standard Specification for Asphalt used in Roofing. N
C. ASTM D 451 - Standard Test Method for Sieve Analysis of Granular Mineral Surfacing for
Asphalt Roofing Products. �-
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D. ASTM D 1079 Standard Terminology Relating to Roofing, Waterproofing and Bituminous
Materials. 2
E. ASTM D 1863 Standard Specification for Mineral Aggregate Used as a Protective Coating
for Roofing.
F. ASTM D 4586 Standard Specification for Asphalt Roof Cement, Asbestos-Free. 0
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G. ASTM D 5147 Standard Test Method for Sampling and Testing Modified Bituminous Sheet MI
Materials. S
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H. ASTM D 6162 Standard Specification for Styrene Butadiene Styrene (SBS)Modified
Bituminous Sheet Materials Using a Combination of Polyester and Glass Fiber
Reinforcements.
I. ASTM D 6163 Standard Specification for Styrene Butadiene Styrene (SBS) Modified E
Bituminous Sheet Materials Using Glass Fiber Reinforcements.
J. ASTM D 6164 - Standard Specification for Styrene Butadiene Styrene (SBS)Modified
Bituminous Sheet Materials Using Polyester Reinforcements.
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K. ASTM E 108 - Standard Test Methods for Fire Test of Roof Coverings
L. Factory Mutual Research(FM): Roof Assembly Classifications.
0
M. National Roofing Contractors Association(NRCA): Roofing and Waterproofing Manual.
N. Sheet Metal and Air Conditioning Contractors National Association, Inc. (SMACNA) -
Architectural Sheet Metal Manual. u
O. Underwriters Laboratories,Inc. (UL): Fire Hazard Classifications.
P. Warnock Hersey(WH): Fire Hazard Classifications.
Q. ANSI-SPRI ES-I Wind Design Standard for Edge Systems used with Low Slope Roofing
Systems.
0
R. ASCE 7, Minimum Design Loads for Buildings and Other Structures
S. UL -Fire Resistance Directory. i
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T. Miami-Dade Building Code Compliance -N.O.A. (Notice of Acceptance).
1.4 DESIGN/PERFORMANCE REQUIREMENTS �--
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A. Perform work in accordance with all federal, state and local codes.
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B. Exterior Fire Test Exposure: Roof system shall achieve a UL, FM or WH Class rating for
roof slopes indicated on the Drawings as follows:
1. Factory Mutual Class A Rating.
2. Underwriters Laboratory Class A Rating. M
3. Warnock Hersey Class A Rating. W
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C. Design Requirements:
1. Uniform Wind Uplift Load Capacity
1. Installed roof system shall withstand negative (uplift)design wind loading
pressures complying with the following criteria.
1) Design Code: ASCE 7-10,Method 2 for Components and Cladding.
2) Risk Category c
a) IL
3) Wind Speed: 180 mph
4) Exposure Category:
a) D. e®
5) Roof Pitch: 0.25:12.
6) Roof Area Design Uplift Pressure:
a) Zone 1 -Field of roof-Refer to plans
b) Zone 2 -Eaves,ridges,hips and rakes -Refer to plans E
c) Zone 3 - Corners -Refer to plans
2. Live Load: 20 psf, or not to exceed original building design.
3. Dead Load:
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1. Installation of new roofing materials shall not exceed the dead load capacity of
the existing roof structure.
D. Energy Star: Roof System shall comply with the initial and aged reflectivity required by the 0
U.S. Federal Government's Energy Star program.
E. Roof System membranes containing recycled or bio-based materials shall be third party
certified through UL Environment.
F. Roof system shall have been tested in compliance with the following codes and test
requirements:
1. Miami-Dade County:
1. Torch and Mop Membrane Systems Over
1) Steel Decks N.O.A. �
a) N.O.A 4 16-0711.12 pg. 34-35 Z
2. Cool Roof Rating Council:
1. CRRC Directory CRRC
3. Underwriters Laboratories: i
1. Certification TGFU.R
4. Warnock Hersey
1. ITS Directory of Listed Products
5. FM Approvals: oo
1. RoofNav Website
1.5 SUBMITTALS N
N
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A. Submit under provisions of Section 013300.
B. Provide the following to the Owner with bid submittal. N
1. Written certification from the roofing system manufacturer corporate officer m
certifying that the applicator is currently approved for installation of the specified
roofing system.
2. Descriptive product data including MSD sheets.
3. Certification of Class A roof system.
4. Sample copy of contractor's workmanship warranty.
5. Sample copy of specified Manufacturer's warranty.
6. Sample copy of Manufacturer's Architectural indemnification Agreement.
0
C. Product Data: Submit brochures containing material samples, SDS, schedules, charts,
literature, and illustrations to indicate the performance, fabrication procedures,product
variations, and accessories. E
1. At the time of the bid submittal, submit:
a. Minimum of two (2) samples of each sheet material and descriptive
literature.
b. Manufacturer's specifications and other independent test data according to
ASTM designation D-5147-91 "Standard Test Methods for Sampling and
Testing Modified Bituminous Sheet Material" needed to prove compliance E
with specified requirements.
c. All other data and information to satisfy requirements of manufacturer on
warranty needs. et
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d. A written statement from the roofing materials manufacturers corporate
officer approving the installer and stating the intent to guarantee the
completed project as specified.
e. Samples of proposed warranty complete with any addenda necessary to meet 0
the warranty requirements as specified.
f. Certified copy of ISO 9001 compliance.
D. Shop Drawings: Submit shop drawings including installation details of roofing, flashing,
fastening,insulation,including notation of roof slopes and fastening patterns of insulation
and base modified bitumen membrane. Indicate size and materials. Show locations and
installation procedures. Submit one electronic original prior to the job start and retain
approved copies at the site.
E. Materials: Modified Bitumen Manufacturer must also manufacturer all edge metal and
standing seam radius panels.Private labeling of material will not be permitted.
F. Design Pressure Calculations: Submit design pressure calculations for the roof area in
accordance with ASCE 7-98 and local Building Code requirements. Include a roof system
attachment analysis report, certifying the system's compliance with applicable wind load
requirements before Work begins. Report shall be signed and sealed by a Professional
Engineer registered in the State of Florida who has provided roof system attachment analysis !i-
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for not less than 5 consecutive years.
G. Maintenance Procedures: Upon substantial completion of the project, deliver to Owner three N
(3) copies of manufacturers printed instructions regarding care and maintenance of the roof. N
H. Recycled or Bio-Based Materials: Provide third parry certification through UL Environment
of roof System membranes containing recycled or bio based materials
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I. Verification Samples: For each modified bituminous membrane ply product specified,two
samples, minimum size 6 inches square,representing actual product, color, and patterns. 0
J. Manufacturer's Certificates: Provide to certify products meet or exceed specified
requirements.
K. Test Reports: Submit test reports,prepared by an independent testing agency, for all 0
modified bituminous sheet roofing,indicating compliance with ASTM D5147. Testing must
be performed at 77 deg. F. Tests at 0 deg. F will not be considered.
L. Manufacturer's Fire Compliance Certificate: Certify that the roof system furnished is u
approved by Factory Mutual (FM),Underwriters Laboratories (UL), Warnock Hersey (WH) s
or approved third parry testing facility in accordance with ASTM E108, Class A for external
fire and meets local or nationally recognized building codes.
M. Perform Work in accordance with NRCA Roofing and Waterproofing Manual.
N. Manufacturer Qualifications: Company specializing in manufacturing products specified
with documented ISO 9001 certification and minimum of twelve years of documented
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experience and must not have been in Chapter 11 bankruptcy during the last five years.
O. Installer Qualifications: Company specializing in performing Work of this section with
minimum five years documented experience and a certified Pre-Approved Garland 0
Contractor.
P. Installer's Field Supervision: Maintain a full-time Supervisor/Foreman on job site during all
phases of roofing work while roofing work is in progress.
Q. Product Certification: Provide manufacturer's certification that materials are manufactured in
the United States and conform to requirements specified herein, are chemically and
physically compatible with each other, and are suitable for inclusion within the total roof
system specified herein.
R. Source Limitations: Obtain all components of roof system from a single manufacturer.
Secondary products that are required shall be recommended and approved in writing by the
roofing system Manufacturer.Upon request of the Architect or Owner, submit
Manufacturer's written approval of secondary components in list form, signed by an
authorized agent of the Manufacturer. i
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1.6 QUALITY ASSURANCE A. Perform Work in accordance with NRCA Roofing and Waterproofing Manual. ot�
B. Manufacturer Qualifications: Company specializing in manufacturing products specified N
with documented ISO 9001 certification and minimum of twelve years of documented N
experience and must not have been in Chapter 11 bankruptcy during the last five years.
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C. Installer Qualifications: Company specializing in performing Work of this section with
minimum five years documented experience and a certified Pre-Approved Garland `V
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Contractor.
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D. Installer's Field Supervision: Maintain a full-time Supervisor/Foreman on job site during all
phases of roofing work while roofing work is in progress.
E. Product Certification: Provide manufacturer's certification that materials are manufactured in ,
the United States and conform to requirements specified herein, are chemically and 0
physically compatible with each other, and are suitable for inclusion within the total roof
system specified herein.
F. Source Limitations: Obtain all components of roof system from a single manufacturer.
Secondary products that are required shall be recommended and approved in writing by the
roofing system Manufacturer.Upon request of the Architect or Owner, submit
Manufacturer's written approval of secondary components in list form, signed by an
authorized agent of the Manufacturer.
E
1.7 PRE-INSTALLATION MEETINGS
A. Convene minimum two weeks prior to commencing Work of this section.
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B. Review installation procedures and coordination required with related Work.
C. Inspect and make notes of job conditions prior to installation:
1. Record minutes of the conference and provide copies to all parties present. 0
2. Identify all outstanding issues in writing designating the responsible party for follow-
up action and the timetable for completion.
3. Installation of roofing system shall not begin until all outstanding issues are resolved E
to the satisfaction of the Architect.
1.8 DELIVERY, STORAGE, AND HANDLING
A. Deliver and store products in manufacturer's unopened packaging with labels intact until
ready for installation.
B. Store all roofing materials in a dry place, on pallets or raised platforms, out of direct
exposure to the elements until time of application. Store materials at least 4 inches above
ground level and covered with "breathable" tarpaulins.
C. Stored in accordance with the instructions of the manufacturer prior to their application or
installation. Store roll goods on end on a clean flat surface.No wet or damaged materials
will be used in the application.D. Store at room temperature wherever possible,until immediately prior to installing the roll.
During winter, store materials in a heated location with a 50 degree F minimum temperature,
removed only as needed for immediate use. Keep materials away from open flame or N
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welding sparks. c44
E. Avoid stockpiling of materials on roofs without first obtaining acceptance from the _
Architect/Engineer. "-
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F. Adhesive storage shall be between the range of above 50 degree F and below 80 degree F.
Area of storage shall be constructed for flammable storage.
1.9 COORDINATION
A. Coordinate Work with installing associated metal flashings as work of this section proceeds.
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1.10 PROJECT CONDITIONS c
A. Maintain environmental conditions (temperature,humidity, and ventilation)within limits
recommended by manufacturer for optimum results. Do not install products under
E
environmental conditions outside manufacturer's absolute limits.
1.11 WARRANTY
A. Upon completion of the work,provide the Manufacturer's written and signed NDL
Warranty,warranting that,if a leak develops in the roof during the term of this warranty, due
either to defective material or defective workmanship by the installing contractor, the
manufacturer shall provide the Owner, at the Manufacturer's expense,with the labor and et
material necessary to return the defective area to a watertight condition.
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1. Warranty Period:
1. 30 years from date of acceptance.
B. Installer is to guarantee all work against defects in materials and workmanship for a period 0
indicated following final acceptance of the Work.
1. Warranty Period:
1. 5 years from date of acceptance. E
PART 2 PRODUCTS
2.1 MANUFACTURERS
A. Basis of Design: The Garland Company, Inc. �
1. Alternates listed below are required to meet all minimum criteria listed for the basis of
design. Z
1. Soprema Group
2. GAF
B. Requests for substitutions will be considered in accordance with provisions of Section i
012500.
C. The Products specified are intended and the Standard of Quality for the products required for
this project. If other products are proposed the bidder must disclose in the bid the
manufacturer and the products that they intend to use on the Project. If no manufacturer and
products are listed, the bid may be accepted only with the use of products specified. N
1. Bidder will not be allowed to change materials after the bid opening date. N
2. If alternate products are included in the bid,the products must be equal to or exceed
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the products specified. Supporting technical data shall be submitted to the Architect/
Owner for approval prior to acceptance.
3. In making a request for substitution, the Bidder/Roofing Contractor represents that it m
has: E
1. Personally investigated the proposed product or method, and determined that it c
is equal or superior in all respects to that specified.
2. Will provide the same guarantee for substitution as for the product and method
specified.
3. Will coordinate installation of accepted substitution in work, making such 0
changes as may be required for work to be completed in all respects.
4. Will waive all claims for additional cost related to substitution,which
consequently become apparent.
5. Cost data is complete and includes all related cost under his/her contract or
other contracts,which may be affected by the substitution. s
6. Will reimburse the Owner for all redesign cost by the Architect for
accommodation of the substitution.
4. Architect/Owner reserves the right to be the final authority on the acceptance or
rejection of any or all bids,proposed alternate roofing systems or materials that has E
met ALL specified requirement criteria.
5. Failure to submit substitution package, or any portion thereof requested,will result in
immediate disqualification and consideration for that particular contractors request for
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manufacturer substitution.
2.2 TORCH APPLIED 2-PLY ASPHALT ROOFING
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A. Base (Ply) Sheet:
I. HPR Torch Base:
B. Modified Cap(Ply) Sheet: One ply bonded to the prepared substrate with interplay adhesive. W
1. StressPly IV Plus UV Mineral: s
C. Interply Adhesive: ,
1. NA
D. Flashing Base Ply:
I. HPR Torch Base:
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E. Flashing Cap(Ply) Sheet
1. StressPly IV Plus UV Mineral:
i
F. Flashing Ply Adhesive: r�
I. None for torch sheets only.
2.3 ACCESSORIES: co
A. Roof Insulation: In accordance with Section 072100.
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B. Nails and Fasteners: Non-ferrous metal or galvanized steel, except that hard copper nails
shall be used with copper; aluminum or stainless steel nails shall be used with aluminum;
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and stainless steel nails shall be used with stainless steel, Fasteners shall be self-clinching
type of penetrating type as recommended by the deck manufacturer.Fasten nails and ci
fasteners flush-driven through flat metal discs not less than 1 inch diameter. Omit metal W
discs when one-piece composite nails or fasteners with heads not less than 1 inch diameter 2
are used. c
C. Urethane Sealant Hybrid- Tuff-Stuff MS: One part,non-sag sealant as approved and
furnished by the membrane manufacturer for moving joints.
1. Tensile Strength, ASTM D 412: 250 psi 0
2. Elongation, ASTM D 412: 450% e�
3. Hardness, Shore A ASTM C 920: 35
4. Adhesion-in-Peel,ASTM C 92: 30 pli
D. Sealant- Green-Lock Structural Adhesive: Single component, 100% solids structural
adhesive as furnished and recommended by the membrane manufacturer.
1. Elongation, ASTM D 412: 300%
2. Hardness, Shore A, ASTM C 920: 50
m
3. Shear Strength, ASTM D 1002: 300 psi
E. Butyl Tape: 100% solids, asbestos free and compressive tape designed to seal as
recommended and furnished by the membrane manufacturer.
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F. Non-Shrink Grout GarRock: All weather fast setting chemical action concrete material to fill
pitch pans.
1. Flexural Strength, ASTM C 78: (modified)7 days 1100psi
2. High Strength, ASTM C 109: (modified) 24 days 8400lbs c
W
G. Pitch Pocket Sealer- Seal-rite: Two part, 100% solids, self-leveling,polyurethane sealant 9
for filling pitch pans as recommended and furnished by the membrane manufacturer. E
I. Durometer, ASTM D 2240: 40-50 Shore
2. Elongation, ASTM D 412: 250%
3. Tensile Strength, ASTM D 412: 200 (� 100 mil
2.4 EDGE TREATMENT AND ROOF PENETRATION FLASHINGS
A. Pre-Manufactured Coping Cap: R-Mer Edge Coping Cap Cover and Splice Plate.
1. Aluminum, ASTM B209, alloy 3105-H14,in thickness of.050" nom.
0
B. Pre-Manufactured Coping Cap: R-Mer Edge Coping Chairs
1. Zinc-coated steel,ASTM A653, coating designation G-90,in thickness of 0.0635
nom./ 16 gauge, 36" to 48"by coil length, chemically treated, commercial or lock-
forming quality.
C. Pre-Manufactured Edge Metal Finishes:
1. Exposed and unexposed surfaces for mill finish flashing, fascia, and coping cap, as
shipped from the mill
2. Exposed surfaces for coated panels: N
I. Steel Finishes: fluorocarbon finish. Epoxy primer baked both sides, .2-.25 mils
thickness as approved by finish coat manufacturer.
Weathering finish as referred by National Coil Coaters Association(NCCA).
Provided with the following properties. c�
1) Pencil Hardness: ASTM D3363, HB-H/NCCA II-2.
2) Bend: ASTM D-4145, O-T/NCCA II-19 2
3) Cross-Hatch Adhesion: ASTM D3359,no loss of adhesion >
4) Gloss (60 deg. angle): ASTM D523, 25+/-5%
5) Reverse Bend: ASTM D2794, no cracking or loss of adhesion
6) Nominal Thickness: ASTM D1005
a) Primer: 0.2 mils 0
b) Topcoat, 0.7 mils min
c) Clear Coat(optional, only used with 22 ga. steel) 0.3 mils
7) Color: Provide as specified. (Subject to minimum quantities) E
D. Vents and Breathers: Heavy gauge aluminum and fully insulated vent that allows moisture
and air to escape but not enter the roof system as recommended and furnished by the
membrane manufacturer.
E. Pitch pans, Rain Collar 24 gauge stainless or 20oz copper. All joints should be
welded/soldered watertight. See details for design.
F. Drain Flashings should be 41b sheet lead formed and rolled.
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G. Plumbing stacks should be 41b sheet lead formed and rolled.
H. Fabricated Flashings: Fabricated flashings and trim.
1. Fabricated flashings and trim shall conform to the detail requirements of SMACNA 0
"Architectural Sheet Metal Manual" and/or the CDA Copper Development
Association "Copper in Architecture -Handbook" as applicable.
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I. Manufactured Roof Specialties: Shop fabricated copings, fascia, gravel stops, control joints,
expansion joints,joint covers and related flashings and trim.
1. Manufactured roof specialties shall conform to the detail requirements of SMACNA
"Architectural Sheet Metal Manual" and/or the NRCA "Roofing and Waterproofing .�
Manual" as applicable.
PART 3 EXECUTION
3.1 EXAMINATION c
A. Do not begin installation until substrates have been properly prepared.
i
B. Inspect and approve the deck condition, slopes and fastener backing if applicable,parapet
walls, expansion joints,roof drains, stack vents,vent outlets,Hailers and surfaces and
elements. LL°
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C. Verify that work penetrating the roof deck, or which may otherwise affect the roofing,has
been properly completed.
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D. If substrate preparation and other conditions are the responsibility of another installer,notify
Architect of unsatisfactory preparation before proceeding.
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3.2 PREPARATION N
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A. General: Clean surfaces thoroughly prior to installation. 2
1. Prepare surfaces using the methods recommended by the manufacturer for achieving >
the best result for the substrate under the project conditions.
2. Fill substrate surface voids that are greater than 1/4 inch wide with an acceptable fill
material.
3. Roof surface to receive roofing system shall be smooth, clean, free from loose gravel, 0
dirt and debris, dry and structurally sound. W
4. Wherever necessary, all surfaces to receive roofing materials shall be power broom
and vacuumed to remove debris and loose matter prior to starting work.
5. Do not apply roofing during inclement weather. Do not apply roofing membrane to
damp, frozen, dirty,or dusty surfaces.
6. Fasteners and plates for fastening components mechanically to the substrate shall
provide a minimum pull-out capacity of 300 lbs. per fastener. Base or ply sheets
attached with cap nails require a minimum pullout capacity of 40 lb.per nail. a�
7. Prime decks where required, in accordance with requirements and recommendations
of the primer and deck manufacturer.
B. Metal Deck: Metal deck shall be installed as specified in Section
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1. Fastening of the deck should comply with the anticipated live and dead loads
pertaining to the building as well as applicable Code.
2. Steel decks shall be minimum 22-gauge factory galvanized or zinc alloy coated for
protection against corrosion. c
3. Suitable insulation shall be mechanically attached as recommended by the insulation
manufacturer. —
4. Decks shall comply with the gauge and span requirements in the current Factory
Mutual FM Approval Guide and be installed in accordance with Loss Prevention Data
Sheet 1-28 or specific FM approval.
5. When re-roofing over steel decks, surface corrosion shall be removed, and repairs to
severely corroded areas made. Loose or inadequately secured decking shall be
fastened, and irreparable or otherwise defective decking shall be replaced.
C. Insulation: Roof insulation is specified in Section
1. All joints between layers should be staggered when multiple layers of insulation are c
installed.Insulation greater than 2.5 inches shall be installed in multiple layers.
2. Insulation shall be kept dry at all times. Install only as much insulation as can be
covered with completed roofing membrane before the end of the day's work or prior to
onset of inclement weather.
3. Edges shall butt tightly and all cuts shall fit neatly against adjoining surfaces to
provide a smooth overall surface. Gaps of greater than 1/4 inch width shall be filled
with insulation.
4. Install tapered insulation around roof drains and penetrations to provide adequate
slope for proper drainage. N
5. Mechanically attached insulation shall be fastened in accordance with code and
insurance requirements for the applicable geographic zone with the required number
and type of fasteners and plates. Attachment shall be per Miami Dade Notice of
U_
Acceptance. N
6. Roof insulation shall meet a minimum of R-20
7. 0.025"per foot tapered required.
8. Minimum of tapered required around all drains. c
3.3 INSTALLATION- GENERAL
A. Install modified bitumen membranes and flashings in accordance with manufacturer's
instructions and with the recommendations provided by the National Roofing Contractors
Association's Roofing &Waterproofing Manual,the Asphalt Roofing Manufacturers
Association, and applicable codes.
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B. General: Avoid installation of modified bitumen membranes at temperatures lower than 40-
45 degrees F. When work at such temperatures unavoidable use the following precautions: _
1. Take extra care during cold weather installation and when ambient temperatures are
affected by wind or humidity, to ensure adequate bonding is achieved between the
surfaces to be joined.Use extra care at material seam welds and where adhesion of the 03
applied product to the appropriately prepared substrate as the substrate can be affected
by such temperature constraints as well.
2. Unrolling of cold materials,under low ambient conditions must be avoided to prevent
the likelihood of unnecessary stress cracking. Rolls must be at least 40 degrees F at
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the time of application. If the membrane roll becomes stiff or difficult to install,it
must be replaced with roll from a heated storage area.
C. Commence installation of the roofing system at the lowest point of the roof(or roof area), 0
working up the slope toward the highest point. Lap sheets shingle fashion so as to constantly
shed water
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D. All slopes greater than 2:12 require back-nailing to prevent slippage of the ply sheets. Use
ring or spiral-shank 1 inch cap nails, or screws and plates at a rate of 1 fastener per ply
(including the membrane) at each insulation stop. Place insulation stops at 16 ft o.c. for
slopes less than 3:12 and 4 feet o.c. for slopes greater than 3:12. On non-insulated systems, .�
nail each ply directly into the deck at the rate specified above. When slope exceeds 2:12,
install all plies parallel to the slope (strapping) to facilitate back-nailing. Install 4 additional
fasteners at the upper edge of the membrane when strapping the plies.
3.4 INSTALLATION TORCH APPLIED 2-PLY ASPHALT ROOFING
A. Base Ply: Install torch base sheet to a properly prepared substrate. Shingle in proper
direction to shed water on each area of roofing. i
r.
1. Lay out the roll in the course to be followed and unroll 6 feet.
2. Using a roofing torch,heat the surface of the coiled portion until the burn-off backer >-
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melts away. At this point, the material is hot enough to lay into the substrate. co
Progressively unroll the sheet while heating and press down with your foot to insure a
proper bond.
3. After the major portion of the roll is bonded,re-roll the first 6 feet and bond it in a
similar fashion.
4. Repeat this operation with subsequent rolls with side laps of 4 inches and end laps of
8 inches.
5. Give each lap a finishing touch by passing the torch along the joint and spreading the
melted bitumen evenly with a rounded trowel to insure a smooth, tight seal. E
6. Extend underlayment 2 inches beyond top edges of cants at wall and projection bases. 2
0
7. Install base flashing ply to all perimeter and projections details.
B. Modified Cap(Ply) Sheet: Over torch base sheet underlayment, lay out the roll in the course
to be followed and unroll 6 feet. Stagger seams over the torch base sheet seams.
1. Using a roofing torch,heat the surface of the coiled portion until the burn-off backer 0
melts away. At this point, the material is hot enough to lay into the substrate. W
Progressively unroll the sheet while heating and press down with your foot to insure a
proper bond.
2. After the major portion of the roll is bonded,re-roll the first 6 feet and bond it in a
similar fashion. s
3. Repeat this operation with subsequent rolls with side laps of 4 inches and end laps of
8 inches.
4. Give each lap a finishing touch by passing the torch along the joint and spreading the
melted bitumen evenly with a rounded trowel to insure a smooth, tight seal.
C. Roxul Cant Strips: Provide non-combustible cant strips at all wall/curb detail treatments
where angle changes are greater than 45 degrees. Cant may be set in approved cold
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adhesives or mechanically attached with approved plates and fasteners.
D. Wood Blocking,Nailers and Cant Strips: Provide wood blocking,nailers and cant strips as
specified in Section 061000.
1. Provide nailers at all roof perimeters and penetrations for fastening membrane
flashings and sheet metal components.
2. Wood nailers should match the height of any insulation,providing a smooth and even E
transition between flashing and insulation areas.
3. Nailer lengths should be spaced with a minimum 1/8 inch gap for expansion and s
contraction between each length or change of direction.
4. Nailers and flashings should be fastened in accordance with Factory Mutual "Loss
Prevention Data Sheet 1-49,Perimeter Flashing" and be designed to be capable of
resisting a minimum force of 200 lbs/lineal foot in any direction.
E. Metal Work: Provide metal s flashin counter flashings,parapet and thru-wall
g , s g , coping p p p g caps p c
flashings. Install in accordance with the SMACNA "Architectural Sheet Metal Manual" or S
the NRCA Roofing Waterproofing manual.
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F. Termination Bar: Provide a metal termination bar or approved top edge securement at the
terminus of all flashing sheets at walls and curbs. Fasten the bar a minimum of 8 inches o/c
to achieve constant compression.Provide suitable, sealant at the top edge if required.
G. Flashing Base Ply: Seal all curb,wall and parapet flashings with an application of mastic and
mesh on a daily basis. Do not permit conditions to exist that will allow moisture to enter
behind, around or under the roof or flashing membrane.
1. Prepare all walls,penetrations, expansion joints, and other surfaces to be flashed with C44
asphalt primer at the rate of 100 square feet per gallon. Allow primer to dry tack free.
2. Adhere modified flashing base to the underlying base flashing ply with specified
flashing ply adhesive.Nail off at a minimum of 8 inches o.c. from the finished roof at N
all vertical surfaces. m
3. Solidly adhere the entire sheet of flashing membrane to the substrate. Tops of all
0
flashings that are not run up and over curb shall be secured through termination bar 6
inches and sealed at top
4. Seal all vertical laps of flashing membrane with a three-course application of trowel-
grade mastic and fiberglass mesh.
5. Coordinate counter flashing, cap flashings, expansion joints, and similar work with c
modified bitumen roofing work.
6. Coordinate roof accessories, miscellaneous sheet metal accessory items,including
piping vents and other devices with the roofing system work. When using mineralized E
cap sheet all stripping plies type IV felt/Versiply 40 shall be installed prior to cap
sheet installation.
H. Flashing Cap Ply: Install flashing cap sheets by the same application method used for the
base ply.
1. Seal curb,wall and parapet flashings with an application of mastic and mesh on a
daily basis. Do not permit conditions to exist that will allow moisture to enter behind,
around or under the roof or flashing membrane. et
2. Prepare all walls,penetrations, expansion joints and where shown on the Drawings to
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be flashed with required primer at the rate of 100 square feet per gallon. Allow primer
to dry tack free.
3. Adhere to the underlying base flashing ply with specified flashing ply adhesive unless
otherwise specified.Nail off at a minimum of 8 inches o.c. from the finished roof at c
all vertical surfaces.
4. Coordinate counter flashing, cap flashings, expansion joints and similar work with 9
modified bitumen roofing work as specified.
5. Coordinate roof accessories, miscellaneous sheet metal accessory items with the
roofing system work.
6. All stripping shall be installed prior to flashing cap sheet installation.
7. Heat and scrape granules when welding or adhering at cut areas and seams to granular -a
surfaces at all flashings.
8. Secure the top edge of the flashing sheet using a termination bar only when the wall
surface above is waterproofed, or nailed 4 inches on center and covered with an
acceptable counter flashing. c
3.5 INSTALLATION EDGE TREATMENT AND ROOF PENETRATION FLASHING
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A. Pre-manufactured Snap-On Coping Cap:
1. Install miters first.
2. Position base flashing of the Built-Up and/or Modified Roofing membrane over the
wall edge covering nailers completely, fastening 8 inches on center. Install membrane
and cap sheet with proper material and procedure according to manufacturer's
recommendations.
3. Install minimum 16 gauge, 16 inch long by specified width anchor chair at [Contact N
Manufacturer Representative] feet on center.
4. Install 6 inch wide splice plate by centering over 16 inch long by specified width z
anchor chair. Apply two beads of sealant to either side of the splice plate's center. N
Approximately 2 inches from the coping cap joint. Install Coping Cap by hooking a,
outside hem of coping on outside face of anchor chair. Press downward on inside
edge of coping until "snap" occurs and hem is engaged on the entire chair.
B. Roof Drain:
1. Plug drain to prevent debris from entering plumbing.
2. Taper insulation '/2"per foot to drain minimum of 24 inches from center of drain.
3. Run roof system plies over drain. Cut out plies inside drain bowl. c
4. Set lead/copper flashing (30 inch square minimum)in 1/4 inch bed of mastic. Run
lead/copper into drain a minimum of 2 inches. Prime lead/copper at a rate of 100 S
square feet per gallon and allow to dry.
5. Install base flashing ply (40 inch square minimum)in bitumen.
6. Install modified membrane (48 inch square minimum)in bitumen.
7. Install clamping ring and assure that all plies are under the clamping ring.
8. Remove drain plug and install strainer.
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C. Pitch Pocket Umbrella:
1. Run all plies up to the penetration.
2. Place the pitch pocket over the penetration and prime all flanges.
3. Strip in flange of pitch pocket with one ply of base flashing ply. Extend 6 inches onto
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field of roof.
4. Install second layer of modified membrane extending 9 inches onto field of the roof.
5. Fill pitch pocket half full with non-shrink grout. Let this cure and top off with
pourable sealant. 0
6. Caulk joint between roof system and pitch pocket with roof cement.
7. Place a water-shedding type bonnet over the top of the pitch pocket and clamp the top
with a draw-band collar. Caulk the upper edge of the band with an elastomeric sealant.
3.6 CLEANING
A. Clean-up and remove daily from the site all wrappings, empty containers,paper, loose .�
particles and other debris resulting from these operations.
B. Remove asphalt markings from finished surfaces.
C. Repair or replace defaced or disfigured finishes caused by Work of this section.
3.7 PROTECTION
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A. Provide traffic ways, erect barriers,fences, guards,rails, enclosures, chutes and the like to
protect personnel,roofs and structures,vehicles and utilities.
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B. Protect exposed surfaces of finished walls with tarps to prevent damage. co
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C. Plywood for traffic ways required for material movement over existing roofs shall be not
less than 5/8 inch thick. `CD
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D. In addition to the plywood listed above, an underlayment of minimum 1/2 inch recover
board is required on new roofing.
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E. Special permission shall be obtained from the Manufacturer before any traffic shall be
permitted over new roofing.
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3.8 FIELD QUALITY CONTROL
A. Inspection: Provide manufacturer's field observations at a minimum of three times per week.
Provide a final inspection upon completion of the Work.
1. Warranty shall be issued upon manufacturer's acceptance of the installation. c
2. Field observations shall be performed by a Sales Representative employed full-time
by the manufacturer and whose primary job description is to assist,inspect and
approve membrane installations for the manufacturer.
3. Provide observation reports from the Sales Representative indicating procedures
followed, weather conditions and any discrepancies found during inspection.
4. Provide a final report from the Sales Representative, certifying that the roofing system
has been satisfactorily installed according to the project specifications, approved
m
details and good general roofing practice.
3.9 SCHEDULES
A. Base (Ply) Sheet:
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1. HPR Torch Base: 110 mil SBS (Styrene-Butadiene-Styrene)rubber modified roofing
base sheet reinforced with a fiberglass scrim. Designed for torch applications with a
burn-off backer that indicates when the material is hot enough to be installed.
1. Tensile Strength, ASTM D 5147 c
1) 2 in/min. (�73.4+/- 3.6 deg. F MD 210 lbf/in XD 210 lbf/in ru
2) 50 mm/min. (�23 +/- 2 deg. C MD 36.75 kN/m XD 36.75 kN/m 9
2. Tear Strength, ASTM D 5147
1) 2 in/min. (�73.4+/- 3.6 deg. F MD 300 lbf XD 300 lbf
2) 50 mm/min. (�23 +/-2 deg. C MD 1,334 N XD 1,334 N
3. Elongation at Maximum Tensile, ASTM D 5147
1) 2 in/min. (�73.4+/- 3.6 deg. F MD 6%XD 6%
2) 50 mm/min. @ 23 +/-2 deg. C MD 6%XD 6%
4. Low Temperature Flexibility, ASTM D5147,Passes -30 deg. F
B. Thermoplastic/Modified Cap (Ply) Sheet: c
1. StressPly IV Plus (UV) Mineral: 195 mil SBS (Styrene-Butadiene- Styrene)
mineral surfaced rubber modified roofing membrane with a fiberglass and
polyester composite scrim.Designed for torch applications with a burn-off i
backer that indicates when the material is hot enough to be installed. Surfaced
with a highly reflective Sunburst mineral.
1) Tensile Strength, ASTM D 5147
a) 2 in/min. (�73.4+/- 3.6 deg. F MD 310 lbf/in XD 310 lbf/in
b) 50 mm/min. @ 23 +/-2 deg. C MD 54.25 kN/m XD 54.25 kN/m
2) Tear Strength, ASTM D 5147 N
a) 2 in/min. (�73.4+/- 3.6 deg. F MD 510 lbf XD 510 lbf N
b) 50 mm/min. @ 23 +/-2 deg. C MD 2269 N XD 2269 N
3) Elongation at Maximum Tensile, ASTM D 5147
a) 2 in/min. @ 73.4+/- 3.6 deg. F MD 9%XD 8% N
b) 50 mm/min. @ 23 +/-2 deg. C MD 9%XD 8% m
4) Low Temperature Flexibility, ASTM D 5147,Passes -40 deg. F M
5) Reflectivity, ASTM C 1549: 73% >
6) SRI Value-89
C. Flashing Base Ply:
1. HPR Torchbase: SBS modified, torch applied sheet material. ASTM D 6163, Type II. 0
1. Tensile Strength, ASTM D 5147 W
1) 2 in/min. (�73.4+/- 3.6 deg. F MD 210 lbf/in XD 210 lbf/in
2) 50 mm/min. (�23 +/-2 deg. C MD 210 lbf/in XD 210 lbf/in
2. Tear Strength, ASTM D 5147
1) 2 in/min. (�73.4+/- 3.6 deg. F MD 300 lbf XD 300 lbf
2) 50 mm/min. (�23 +/-2 deg. C MD 1334 N XD 1334 N
3. Elongation at Maximum Tensile, ASTM D 5147
1) 2 in/min. (�73.4+/- 3.6 deg. F MD 6 %XD 6 %
2) 50 mm/min@ 23 +/-2 deg. C MD 6 %XD 6 % E
4. Low Temperature Flexibility, ASTM D 5147:
1) Passes -30 deg. F . Meets or Exceeds ASTM D 4601 Type II
Performance Criteria.
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D. Surfacing:
1. Flashing Cap(Ply) Sheet:
1. StressPly IV Plus (UV) Mineral: 195 mil SBS (Styrene-Butadiene- Styrene)
mineral surfaced rubber modified roofing membrane with a fiberglass and 0
polyester composite scrim.Designed for torch applications with a burn-off
backer that indicates when the material is hot enough to be installed. Surfaced 9
with a highly reflective Sunburst mineral.
1) Tensile Strength, ASTM D 5147
a) 2 in/min. (�73.4+/- 3.6 deg. F MD 310 lbf/in XD 310 lbf/in
b) 50 mm/min. @ 23 +/-2 deg. C MD 54.25 kN/m XD 54.25 kN/m
2) Tear Strength, ASTM D 5147
a) 2 in/min. (�73.4+/- 3.6 deg. F MD 510 lbf XD 510 lbf
b) 50 mm/min. @ 23 +/-2 deg. C MD 2269 N XD 2269 N
3) Elongation at Maximum Tensile, ASTM D 5147
a) 2 in/min. @ 73.4+/- 3.6 deg. F MD 9%XD 8% c
b) 50 mm/min. @ 23 +/-2 deg. C MD 9%XD 8%
4) Low Temperature Flexibility, ASTM D 5147,Passes -40 deg. F
5) Reflectivity, ASTM C 1549: 73%
6) SRI Value-89
END OF SECTION 075216 co
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SECTION 075720 -POLYURETHANE ELASTOMERIC COATING SYSTEM
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PART 1 - GENERAL
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1.1 SUMMARY
A. This section describes the requirements for installing a liquid applied waterproof, wear surface
for deck surfaces over occupied space, for roller application on plywood and concrete decks. Its .�
intended use is suitable for residential and commercial foot traffic, patio furniture and similar
equipment. This specification is not intended for use over on grade concrete.
0
1.2 RELATED SECTIONS
A. Cast-In-Place Concrete: Section 033000 i
B. Flashing and Sheet Metal: Section 076000
C. Drains, Vents, and Penetrations: Section 07700co
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1.3 SUBMITTALS `CD
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A. Product Data: Submit manufacturer's standard submittal package including specification,
installation instructions, and general information for each waterproofing material.
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B. Applicator Qualifications: Submit current "Qualified Applicator" certificate from the specified m
waterproofing manufacturer.
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C. Miami Dade Notice of Acceptance: Product must have a valid Miami Dade Notice of
Acceptance.
1. NOA419-0617.03 0
1.4 QUALIFICATIONS
A. Primary waterproofing materials shall be products of a single manufacturer. Secondary
materials shall be recommended by the primary manufacturer. Manufacturer shall have a
minimum of 10 years' experience in the manufacture of materials of this type.
m
B. Applicators shall have a minimum of 5 years' experience in the application of waterproofing
materials of the type specified. Applicator shall possess a current "Qualified Applicator"
certificate from the specified waterproofing manufacturer.
C. Pre-Bid Conference: Ten working days prior to bid opening there is to be a mandatory Pre-Bid
Conference. Anyone not attending the Pre-Bid Conference will not be allowed to bid the
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project. All products considered an equal to the specified product or any changes in the scope of
work installation or specifications must be presented at the Pre-Bid Conference. If a change in
the specifications is accepted, it will be considered as an alternate and will be presented as a bid
amendment issued 5 working days prior to the bid opening.No other changes to specification or
bid documents will be accepted.
D. Pre-Installation Conference: Just prior to commencement of the fluid application waterproofing
system, meet at the site with a representative of the coating manufacturer, the waterproofing
contractor, the general contractor, the architect and other parties affected by this section.
Review methods and procedures, substrate conditions, scheduling and safety.
1.5 DELIVERY, STORAGE AND HANDLING
A. Store all coating materials in the original unopened containers at 50°F to 80OF (10°C to 27°C) 0
until ready for use.
B. Follow the special handling or storage requirements of the manufacturer for cold weather, hot
weather, etc.
C. Safety: Refer to all applicable data, including, but not limited to MSDS sheets, PDS sheets,
Product labels, and specific instructions for specific personal protection requirements. co
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When working with Part B, avoid contact with skin and eyes. If contact occurs, wash skin with N
water or alcohol; flush eyes immediately with large quantities of water and get medical N
attention. Do not smoke during mixing, application,or in the immediate area if thinners are used
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until all vapors have disappeared.
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D. Ventilation: Provide adequate ventilation to prevent the accumulation of hazardous fumes m
during application. :5
6
E. Environmental requirements: Proceed with work of this section only when existing and
forecasted weather conditions will permit the application to be performed in accordance with
the manufacturer's recommendations. CL
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0
1.6 WARRANTY
A. The contractor shall guarantee that all work performed will be free from defects in materials and
workmanship. Upon notice of defect in writing to the contractor within one year after
completion of work, the contractor shall, at his own expense, make necessary repairs or
replacements of the defective work in question.
B. 10-year material warranty is available for commercial projects only. Contractor must be eligible
for, and make application to, The Garland Company, prior to the start of work under this U
section.
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PART2 - PRODUCTS
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2.1 MANUFACTURERS c
A. Basis of Design: The Garland Company, Inc.
1. Alternates listed below are required to meet all minimum criteria listed for the basis of
design.
a. PolyCoat Products
b. Life Specialty Coatings
B. Requests for substitutions will be considered in accordance with provisions of Section 012500.
2.2 MATERIALS c
A. Primer: Dura-Walk Primer,two-component epoxy concrete primer; or approved equal.
i
Alternative Sealer/Primer used for faster cure times: Dura-Walk FC Primer, two-component
100% solids Zero VOC epoxy concrete sealer/primer.
B. Polyurethane Base Coating: Dura-Walk Base Coat, one-component polyurethane coating; or co
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approved equal.
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C. Polyurethane Wear Coating: Dura-Walk Wear Coat, one-component polyurethane coating used N
to embed the non-slip aggregate; or approved equal.
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D. Polyurethane Top Coating: Dura-Walk Top Coat, one-component polyurethane coating; or
approved equal. Color to be selected by Architect from Manufacturer's full range.
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2
E. Flashing and Joint Reinforcing Fabric: Dura-Walk Polyester Tape.Neoprene sheet flashing and
related materials as required for flashing drains,base angles, etc.; or approved equal. >
F. Granule: Aggregate, a hard non-crushable, non-angular, rounded 20 or 30 mesh flint shot silica
unless otherwise specified.
0
G. Joint and Crack Sealant: Tuff-Stuff MS, single-component polyurethane hybrid joint sealant; or
approved equal. Allow additional material for rough or irregular surfaces add 2% - 3% for
material loss during application.
PART 3 -EXECUTION
3.1 EXAMINATION
A. Verify that substrate is ready to receive work; surface is clean, dry and free of substances that
could affect bond. Refer to Garland's Application Guide for complete information on the
preparation of the substrate
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B. Verify that the plywood shall conform to U.S. Product Standard PS 1-95 and shall carry the
grade trademark of The Engineered Wood Association - APA EXT or APA AC EXT are
acceptable. Underlayment grade plywood (APA AC EXT Underlayment) with solid, plugged
cross bands under the face veneer is recommended for commercial installations. c
Unacceptable Grades: APA C-D EXT, APA C-C EXT, Exposure 1 markings, oriented strand
board (OSB), Wafer board and Lauan or Mahogany plywood is NOT suitable substrates for
liquid-applied coating systems. This is due to poor dimensional stability, weak glue lines which
allow buckling or lifting of the top ply, and excessive splintered, leafed and raised surface grain.
C. Do not begin work until concrete substrate has cured 28 days,minimum.
D. Verify that the concrete meets the requirements of the coating manufacturer.
E. Verify that all other work involved with this area, done under other sections, has been 0
completed and accepted by the architect and general contractor prior to starting the
waterproofing application.
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3.2 PREPARATION
A. Clean substrate to remove any and all surface contaminants. Concrete surfaces must be W
thoroughly clean, dry and free from any surface contaminates or cleaning residue. Acceptable
methods of cleaning are sandblasting, shot blasting or mechanical grinding followed by the N
complete removal of any residue. N
B. Mask off all adjoining areas that are not to receive the fluid applied waterproofing.
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C. Provide a suitable workstation to mix the coating materials. W
D. The concrete surfaces shall be of sound structural grade (3000 psi compressive strength
recommended), of adequate design and thickness, and shall have a steel troweled followed by a >
fine broom finish, free of fins,ridges,voids or air entrained holes.
E. Concrete: Special attention should be given to smoothness of surface and freedom from
contaminants including paint or previous coatings. Consult your Garland representative for c
alternate procedures for coating over existing paint. Such procedures are highly dependent on
specific job conditions. Curing compounds if used shall be removed by sandblasting or etching.
In the event specifications are not met,the following corrective procedures are recommended.
1. Surface Contaminants: Wipe up grease or oil with a solvent and absorbent sweeping
material. Disposal of this material should be in accordance with local laws and codes.
Wash with solvent-alkaline cleaners diluted one part cleaner and five parts water. Rinse
thoroughly with clean water. If evidence of oil film remains as indicated by water
"beading," etch surface with 10% solution muriatic acid. Agitate etch with stiff bristle E
broom; then rinse with clean water.
Remove curing compounds by etching with 10% muriatic acid and sweeping, followed
by clean water rinse. Allow to thoroughly dry before applying coating. Grinding or
sandblasting can remove heavy deposits of contaminants.
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Any residual traces of asphalt stains must be sealed with Dura-Walk Primer to avoid
staining of light colored top coats. Apply primer in two coats and allow a minimum of 48
0
hours cure time.
2. Fins and Projections: Grind smooth.
3. Rock Pockets and Depressions: Commercially available concrete patching compounds
can be used provided they contain no bitumen based binders. Only those patching com-
pounds utilizing a binder are recommended for patching.Neat cement sacking is NOT an
acceptable surface preparation for coatings. ,
The leveling grout(below) can also be used to fill rock pockets and depressions up to two
inches (5 cm)in thickness.
4. Leveling Grout, Epoxy Sand: Use either a. or b.
a. Leveling Grout: Use 100% solids low viscosity epoxy mix with three to four 0
volumes of fine, dry sand (70 mesh (.21) or finer). This epoxy is usually available
from masonry supply firms as a patching compound. Three volumes sand provides
a semi-fluid mix, and four volumes sand is a stiffer mix. Calculate volume of fill
needed on the basis of sand only.
b. Epoxy Sand: Prime areas to be filled with Dura-Walk Primer and allow drying free W
of water. Usually '/z hour at 70°F (21°C) to two hours at 45°F (7°C) is adequate
drying time. After primer is dry, mix Dura-Walk Primer and sand- one part A, one
part B and two to three parts sand. (Two parts sand is semi-fluid and three parts N
sand is stiffer.) Use fine, dry sand 70 mesh (.21 mm) or finer. Do not thin with
N
water.
Apply grout to level line by flat trowel and allow curing 48 hours before applying
coating system. cv
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3.3 INSTALLATION c
A. Technical Advice: The installation of this waterproofing membrane shall be accomplished in the
presence of, or with the advice of the manufacturer's technical representative.
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B. Concrete Primer: Apply one coat of Dura-Walk Primer by roller at the rate of 1/2 gallon per 100
square feet. Allow 4 hours drying time. Drying times vary depending on weather conditions
such as temperature,humidity and air movement.
Alternative Concrete Sealer/Primer: Apply one coat of Dura-Walk FC Primer to all surfaces to
receive the fluid applied waterproofing, except areas previously caulked, flashed or fabric
reinforced. Apply at a rate of 1/2 gallon per 100 sq. ft. and allow curing at least 2 hours, but no
more than 3 days before applying the basecoat.
C. Metal Primer: Prime all Metal surfaces using Dura-Walk Primer
Note:New, clean and dry plywood does not need a primer.
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D. Taping: Apply Dura-Walk Base Coat by brush or roller in a five to six inch wide stripe coat
centered over all joints, cracks and changes of plane to be taped. While this coat is still tacky,
unroll the Dura-Walk Polyester Tape into the coating and apply a top coat of Dura-Walk Base
Coat over the tape smoothing out wrinkles and fish mouths. c
Allow curing a minimum of I'/2 hour before proceeding to next step. On plywood substrates,
taping application will require approximately 1/3 to 1/2 gallon per 100 square feet of Dura-
Walk Base Coat.
E. Polyurethane Base Coat: Apply one coat of Dura-Walk Base Coat polyurethane at a rate of 2.0
gallons per 100 sq. ft. (32 wet mils) to all areas to receive fluid applied waterproofing,including -a
areas previously caulked, flashed or fabric reinforced. Allow the base coat to cure completely
(16-24 hours minimum at 70°F (21°C)).
F. Wear Coat and Texture: Apply Dura-Walk Wear Coat (for high traffic areas apply two coats) 0
polyurethane by roller or squeegee to secure a minimum coverage of 1.0 gallons per 100 square
feet (16 wet mils). While coating is still wet, broadcast aggregate at approximately 25 pounds
per 100 sq.ft. for rounded 30 mesh silica (if different aggregate is used coverage rate may
change). Coat and sprinkle small areas at a time, taking care not to overlap coating and granule
at edges. When wear coat is cured enough to walk on, lightly sweep away loose aggregate. If >-
aggregate gets wet from rain allow 2 days of drying weather before proceeding with top coat. !i
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G. Top Coat: Apply Dura-Walk Top Coat polyurethane by roller or squeegee in a coat of the
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desired color over the granule at the minimum rate of 1 gallon per 100 square feet. The N
aggregate must be totally encapsulated by this finish coat. (16 wet mils).
Note: Allow 48 hours before deck is put into use. In cool temperatures, a longer curing time
may be required. N
3.4 FIELD QUALITY CONTROL c
A. The contractor shall maintain a quality control program specifically to verify compliance with
this specification. A daily log shall be kept to record actions in the field.
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B. Inspections: A minimum of three inspections per week, by a full time employee of the c
manufacturer,will be required on all projects requiring a warranty.
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C. Thickness: Minimum over all dry film thickness of the completed fluid applied waterproofing,
excluding aggregate, will average 49 dry mils. Thickness including aggregate will average
approximately 65 dry mils. The optional topcoat will add approximately 6 dry mils of
polyurethane coating to the system.
END OF SECTION SECTION 075720
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SECTION 076200 - SHEET METAL FLASHING AND TRIM
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PART I - GENERAL
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1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY :2
.0
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A. Section Includes:
1. Manufactured reglets.
2. Formed roof-drainage sheet metal fabrications. i
3. Formed low-slope roof sheet metal fabrications.
4. Formed steep-slope roof sheet metal fabrications.
5. Formed wall sheet metal fabrications.
6. Formed equipment support flashing. oa
B. Related Requirements: N
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1. Section 061000 "Rough Carpentry" for wood nailers, curbs, and blocking.
2. Section 074113.16 "Standing Seam Metal Roof Panels" for metal panel installation of _
sheet metal flashing and trim integral with roofing. �'-
3. Section 075216 "Styrene-Butadiene-Styrene (SBS) Modified Bituminous Membrane
Roofing" for installation of sheet metal flashing and trim integral with roofing. E
4. Section 077200 "Roof Accessories" for set-on-type curbs, equipment supports, roof
hatches,vents, and other manufactured roof accessory units. >
1.3 COORDINATION
0
A. Coordinate sheet metal flashing and trim layout and seams with sizes and locations of
penetrations to be flashed, and joints and seams in adjacent materials.
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B. Coordinate sheet metal flashing and trim installation with adjoining roofing and wall materials,
joints, and seams to provide leakproof, secure, and noncorrosive installation. s
1.4 PREINSTALLATION MEETINGS m
A. Preinstallation Conference: Conduct conference at Project site.
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1. Review construction schedule. Verify availability of materials, Installer's personnel,
equipment, and facilities needed to make progress and avoid delays.
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2. Review special roof details, roof drainage, roof-penetration flashing, equipment curbs,
and condition of other construction that affect sheet metal flashing and trim.
3. Review requirements for insurance and certificates if applicable.
4. Review sheet metal flashing observation and repair procedures after flashing installation.
1.5 ACTION SUBMITTALS
A. Product Data: For each type of product.
1. Include construction details, material descriptions, dimensions of individual components -�
and profiles, and finishes for each manufactured product and accessory.
B. Shop Drawings: For sheet metal flashing and trim.
0
1. Include plans, elevations, sections, and attachment details.
2. Detail fabrication and installation layouts, expansion-joint locations, and keyed details. 2
Distinguish between shop- and field-assembled work. 1
3. Include identification of material, thickness, weight, and finish for each item and location
in Project.
4. Include details for forming,including profiles, shapes, seams, and dimensions.
5. Include details for joining, supporting, and securing, including layout and spacing of
fasteners, cleats, clips, and other attachments. Include pattern of seams.
6. Include details of termination points and assemblies.
7. Include details of expansion joints and expansion-joint covers, including showing N
direction of expansion and contraction from fixed points.
8. Include details of roof-penetration flashing. z
9. Include details of edge conditions, including eaves, ridges, valleys, rakes, crickets, and N
counter-flashings as applicable. m
10. Include details of special conditions. �
11. Include details of connections to adjoining work. >
12. Detail formed flashing and trim at scale of not less than 1-1/2 inches per 12 inches.
C. Samples for Initial Selection: For each type of sheet metal and accessory indicated with factory-
applied finishes. 0
D. Samples for Verification: For each type of exposed finish.
1. Sheet Metal Flashing: 12 inches long by actual width of unit,including finished seam and u
in required profile. Include fasteners, cleats, clips, closures, and other attachments.
2. Trim, Metal Closures, Expansion Joints, Joint Intersections, and Miscellaneous
Fabrications: 12 inches long and in required profile. Include fasteners and other exposed
accessories.
3. Unit-Type Accessories and Miscellaneous Materials: Full-size Sample.
4. Anodized Aluminum Samples: Samples to show full range to be expected for each color
required.
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1.6 INFORMATIONAL SUBMITTALS
A. Qualification Data: For fabricator.
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B. Product Certificates: For each type of coping and roof edge flashing that is SPRI ES-1 tested
and FM Approvals approved.
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C. Product Test Reports: For each product, for tests performed by a qualified testing agency.
D. Sample Warranty: For special warranty.
1.7 CLOSEOUT SUBMITTALS
A. Maintenance Data: For sheet metal flashing and trim, and its accessories, to include in c
maintenance manuals.
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1.8 QUALITY ASSURANCE
A. Fabricator Qualifications: Employs skilled workers who custom fabricate sheet metal flashing
and trim similar to that required for this Project and whose products have a record of successful
in-service performance.
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1. For copings and roof edge flashings that are SPRI ES-1 tested and FM Approvals N
approved, shop shall be listed as able to fabricate required details as tested and approved.
1.9 DELIVERY, STORAGE, AND HANDLING W
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A. Do not store sheet metal flashing and trim materials in contact with other materials that might 0
cause staining, denting, or other surface damage. Store sheet metal flashing and trim materials >
away from uncured concrete and masonry.
B. Protect strippable protective covering on sheet metal flashing and trim from exposure to
sunlight and high humidity, except to extent necessary for period of sheet metal flashing and c
trim installation.
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1.10 WARRANTY
A. Special Warranty on Finishes: Manufacturer agrees to repair finish or replace sheet metal
flashing and trim that shows evidence of deterioration of factory-applied finishes within
specified warranty period.
1. Exposed Panel Finish: Deterioration includes,but is not limited to, the following:
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a. Color fading more than 5 Hunter units when tested according to ASTM D 2244.
b. Chalking in excess of a No. 8 rating when tested according to ASTM D 4214.
C. Cracking, checking,peeling, or failure of paint to adhere to bare metal.
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2. Finish Warranty Period: 20 years from date of Substantial Completion.
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PART 2 - PRODUCTS c
2.1 PERFORMANCE REQUIREMENTS
A. General: Sheet metal flashing and trim assemblies shall withstand wind loads, structural
movement, thermally induced movement, and exposure to weather without failure due to
defective manufacture, fabrication, installation, or other defects in construction. Completed -�
sheet metal flashing and trim shall not rattle, leak, or loosen, and shall remain watertight.
B. Sheet Metal Standard for Flashing and Trim: Comply with NRCA's "The NRCA Roofing
Manual" and SMACNA's "Architectural Sheet Metal Manual" requirements for dimensions and c
profiles shown unless more stringent requirements are indicated.
C. SPRI Wind Design Standard: Manufacture and install copings and roof edge flashings tested i
according to SPRI ES-I and capable of resisting the following design pressure:
I. Design Pressure: As indicated on Drawings.
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D. Thermal Movements: Allow for thermal movements from ambient and surface temperature
changes to prevent buckling opening of joints, overstressing of components, failure of joint N
sealants, failure of connections, and other detrimental effects. Base calculations on surface N
temperatures of materials due to both solar heat gain and nighttime-sky heat loss.
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1. Temperature Change: 120 deg F, ambient; 180 deg F,material surfaces. N
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2.2 SHEET METALS
A. General: Protect mechanical and other finishes on exposed surfaces from damage by applying
strippable, temporary protective film before shipping.
c
B. Metallic-Coated Steel Sheet: Provide zinc-coated (galvanized) steel sheet according to c
ASTM A 653/A 653M, G90 coating designation; pre-painted by coil-coating process to comply
with ASTM A 755/A 755M.
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1. Surface: Smooth, flat and mill phosphatized for field painting and with manufacturer's
standard clear acrylic coating on both sides.
2. Exposed Coil-Coated Finish:
a. Three-Coat Fluoropolymer: AAMA 621. Fluoropolymer finish containing not less
than 70 percent PVDF resin by weight in both color coat and clear topcoat.
Prepare, pre-treat, and apply coating to exposed metal surfaces to comply with
coating and resin manufacturers'written instructions.
3. Color: As selected by Architect from manufacturer's full range.
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4. Concealed Finish: Pre-treat with manufacturer's standard white or light-colored acrylic or
polyester backer finish, consisting of prime coat and wash coat with minimum total dry
film thickness of 0.5 mil.
0
2.3 UNDERLAYMENT MATERIALS
E
A. Felt: ASTM D 226/1)226M, Type II(No. 30), asphalt-saturated organic felt;nonperforated.
B. Synthetic Underlayment: Laminated or reinforced, woven polyethylene or polypropylene,
synthetic roofing Underlayment; bitumen free; slip resistant; suitable for high temperatures over -�
220 deg F; and complying with physical requirements of ASTM D 226/1) 226M for Type I and
Type II felts.
C. Self-Adhering, High-Temperature Sheet: Minimum 30 mils thick, consisting of a slip-resistant 0
polyethylene- or polypropylene-film top surface laminated to a layer of butyl- or SBS-modified
asphalt adhesive, with release-paper backing; specifically designed to withstand high metal
temperatures beneath metal roofing. Provide primer according to written recommendations of
underlayment manufacturer.
1. Thermal Stability: ASTM D 1970; stable after testing at 240 deg F or higher.
2. Low-Temperature Flexibility: ASTM D 1970; passes after testing at minus 20 deg F or
lower. co
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D. Slip Sheet: Rosin-sized building paper, 3 lb/100 sq.ft.minimum. N
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2.4 MISCELLANEOUS MATERIALS
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A. General: Provide materials and types of fasteners, protective coatings, sealants, and other a)
miscellaneous items as required for complete sheet metal flashing and trim installation and as :5
recommended by manufacturer of primary sheet metal or manufactured item unless otherwise 6
indicated.
B. Fasteners: Wood screws, annular threaded nails, self-tapping screws, self-locking rivets and
bolts, and other suitable fasteners designed to withstand design loads and recommended by 0
manufacturer of primary sheet metal or manufactured item.
1. General: Blind fasteners or self-drilling screws, gasketed,with hex-washer head.
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a. Exposed Fasteners: Heads matching color of sheet metal using plastic caps or
factory-applied coating. Provide metal-backed EPDM or PVC sealing washers
under heads of exposed fasteners bearing on weather side of metal.
b. Blind Fasteners: High-strength aluminum or stainless-steel rivets suitable for metal
being fastened.
C. Spikes and Ferrules: Same material as gutter; with spike with ferrule matching
internal gutter width.
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C. Sealant Tape: Pressure-sensitive, 100 percent solids, polyisobutylene compound sealant tape
with release-paper backing. Provide permanently elastic, non-sag, nontoxic, non-staining tape
1/2 inch wide and 1/8 inch thick.
0
D. Elastomeric Sealant: ASTM C 920, elastomeric silicone polymer sealant; of type, grade, class,
and use classifications required to seal joints in sheet metal flashing and trim and remain
watertight.
E. Butyl Sealant: ASTM C 1311, single-component, solvent-release butyl rubber sealant;
polyisobutylene plasticized; heavy bodied for hooked-type expansion joints with limited
movement. -a
F. Epoxy Seam Sealer: Two-part, noncorrosive, aluminum seam-cementing compound,
recommended by aluminum manufacturer for exterior nonmoving joints, including riveted
joints.
G. Bituminous Coating: Cold-applied asphalt emulsion according to ASTM D 1187.
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H. Asphalt Roofing Cement: ASTM D 4586, asbestos free, of consistency required for application.
2.5 MANUFACTURED SHEET METAL FLASHING AND TRIM CO
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A. Reglets: Units of type, material, and profile required, formed to provide secure interlocking of N
separate reglet and counter-flashing pieces, and compatible with flashing indicated [with
factory-mitered and -welded corners and junctions and with interlocking counter-flashing on
exterior face, of same metal as reglet. z
1. Material: Galvanized steel, 0.022 inch thick. N
2. Surface-Mounted Type: Provide with slotted holes for fastening to substrate, with m
neoprene or other suitable weatherproofing washers, and with channel for sealant at top M
edge. 6
3. Stucco Type: Provide with upturned fastening flange and extension leg of length to match
thickness of applied finish materials.
4. Concrete Type: Provide temporary closure tape to keep reglet free of concrete materials,
special fasteners for attaching reglet to concrete forms, and guides to ensure alignment of 0
reglet section ends. W
5. Masonry Type: Provide with offset top flange for embedment in masonry mortar joint.
6. Accessories:
a. Flexible-Flashing Retainer: Provide resilient plastic or rubber accessory to secure
flexible flashing in reglet where clearance does not permit use of standard metal
counterflashing or where Drawings show reglet without metal counterflashing.
b. Counterflashing Wind-Restraint Clips: Provide clips to be installed before
counterflashing to prevent wind uplift of counterflashing's lower edge. E
7. Finish: With manufacturer's standard color coating.
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2.6 FABRICATION, GENERAL
A. General: Custom fabricate sheet metal flashing and trim to comply with details shown and
recommendations in cited sheet metal standard that apply to design, dimensions, geometry, c
metal thickness, and other characteristics of item required. Fabricate sheet metal flashing and
trim in shop to greatest extent possible.
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1. Fabricate sheet metal flashing and trim in thickness or weight needed to comply with
performance requirements,but not less than that specified for each application and metal.
2. Obtain field measurements for accurate fit before shop fabrication.
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3. Form sheet metal flashing and trim to fit substrates without excessive oil canning, -a
buckling, and tool marks; true to line, levels, and slopes; and with exposed edges folded
back to form hems.
4. Conceal fasteners and expansion provisions where possible. Do not use exposed fasteners
on faces exposed to view. c
B. Fabrication Tolerances: Fabricate sheet metal flashing and trim that is capable of installation to
a tolerance of 1/4 inch in 20 feet on slope and location lines indicated on Drawings and within
1/8-inch offset of adjoining faces and of alignment of matching profiles.
C. Expansion Provisions: Form metal for thermal expansion of exposed flashing and trim. �--
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1. Form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled
with butyl sealant concealed within joints. N
2. Use lapped expansion joints only where indicated on Drawings. N
D. Sealant Joints: Where movable, non-expansion-type joints are required, form metal to provide
for proper installation of elastomeric sealant according to cited sheet metal standard. N
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E. Fabricate cleats and attachment devices from same material as accessory being anchored or
from compatible,noncorrosive metal. c
F. Seams: Fabricate nonmoving seams with flat-lock seams. Form seams and seal with elastomeric
sealant unless otherwise recommended by sealant manufacturer for intended use.
c
G. Do not use graphite pencils to mark metal surfaces. c
2.7 ROOF-DRAINAGE SHEET METAL FABRICATIONS
A. Hanging Gutters: Fabricate to cross section required, complete with end pieces, outlet tubes, and
other accessories as required. Fabricate in minimum 96-inch-long sections. Furnish flat-stock
gutter brackets and flat-stock gutter spacers and straps fabricated from same metal as gutters, of
size recommended by cited sheet metal standard but with thickness not less than twice the gutter
thickness. Fabricate expansion joints, expansion-joint covers and gutter accessories from same
metal as gutters. Shop fabricate interior and exterior corners.
1. Gutter Profile: Style A according to cited sheet metal standard.
2. Expansion Joints: Lap type.
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3. Gutters with Girth up to 15 Inches: Fabricate from the following materials:
a. Galvanized Steel: 0.022 inch thick.
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4. Gutters with Girth 16 to 20 Inches: Fabricate from the following materials: c
a. Galvanized Steel: 0.028 inch thick.
5. Gutters with Girth 21 to 25 Inches: Fabricate from the following materials:
a. Galvanized Steel: 0.034 inch thick.
6. Gutters with Girth 26 to 30 Inches: Fabricate from the following materials:
a. Galvanized Steel: 0.040 inch thick. -a
7. Gutters with Girth 31 to 35 Inches: Fabricate from the following materials:
a. Galvanized Steel: 0.052 inch thick.
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2.8 LOW-SLOPE ROOF SHEET METAL FABRICATIONS
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A. Roof Edge Flashing and Fascia Cap: Fabricate in minimum 96-inch-long,but not exceeding 12-
foot-long sections. Furnish with 6-inch-wide, joint cover plates. Shop fabricate interior and
exterior corners. w
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1. Joint Style: Overlapped,4 inches wide.
2. Fabricate with scuppers spaced 10 feet apart, to dimensions required with 4-inch-wide N
flanges and base extending 4 inches beyond cant or tapered strip into field of roof. Fasten N
gravel guard angles to base of scupper.
3. Fabricate from the Following Materials: _
a. Galvanized Steel: 0.028 inch thick. N
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B. Base Flashing: Shop fabricate interior and exterior corners. Fabricate from the following
materials:
1. Galvanized Steel: 0.028 inch thick.
C. Counter-flashing: Shop fabricate interior and exterior corners. Fabricate from the following
materials:
1. Galvanized Steel: 0.022 inch thick. c
D. Flashing Receivers: Fabricate from the following materials:
1. Galvanized Steel: 0.022 inch thick.
E. Roof-Penetration Flashing: Fabricate from the following materials:
1. Galvanized Steel: 0.028 inch thick.
F. Roof-Drain Flashing: Fabricate from the following materials:
1. Stainless Steel: 0.016 inch thick.
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2.9 STEEP-SLOPE ROOF SHEET METAL FABRICATIONS
A. Apron, Step, Cricket, and Backer Flashing: Fabricate from the following materials:
1. Galvanized Steel: 0.022 inch thick. c
B. Valley Flashing: Fabricate from the following materials:
1. Galvanized Steel: 0.028 inch thick.
C. Drip Edges: Fabricate from the following materials:
1. Galvanized Steel: 0.022 inch thick.
D. Eave, Rake, Ridge, and Hip Flashing: Fabricate from the following materials:
1. Galvanized Steel: 0.022 inch thick.
E. Counter-flashing: Shop fabricate interior and exterior corners. Fabricate from the following c
materials:
1. Galvanized Steel: 0.022 inch thick.
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F. Flashing Receivers: Fabricate from the following materials:
1. Galvanized Steel: 0.022 inch thick.
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G. Roof-Penetration Flashing: Fabricate from the following materials: W
1. Galvanized Steel: 0.028 inch thick.
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2.10 MISCELLANEOUS SHEET METAL FABRICATIONS
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A. Equipment Support Flashing: Fabricate from the following materials: FL
1. Galvanized Steel: 0.028 inch thick. a,
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PART 3 - EXECUTION
3.1 EXAMINATION
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A. Examine substrates, areas, and conditions, with Installer present, for compliance with
requirements for installation tolerances, substrate, and other conditions affecting performance of
the Work.
1. Verify compliance with requirements for installation tolerances of substrates.
2. Verify that substrate is sound, dry, smooth, clean, sloped for drainage, and securely
anchored.
3. Verify that air- or water-resistant barriers have been installed over sheathing or backing m
substrate to prevent air infiltration or water penetration.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
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3.2 UNDERLAYMENT INSTALLATION
A. Felt Underlayment: Install felt underlayment, wrinkle free, using adhesive to minimize use of
mechanical fasteners under sheet metal flashing and trim. Apply in shingle fashion to shed
water,with lapped joints of not less than 2 inches.
B. Synthetic Underlayment: Install synthetic underlayment, wrinkle free, according to
manufacturers' written instructions, and using adhesive where possible to minimize use of
mechanical fasteners under sheet metal.
C. Self-Adhering Sheet Underlayment: Install self-adhering sheet underlayment, wrinkle free.
Prime substrate if recommended by underlayment manufacturer. Comply with temperature
restrictions of underlayment manufacturer for installation; use primer for installing
underlayment at low temperatures. Apply in shingle fashion to shed water, with end laps of not
less than 6 inches staggered 24 inches between courses. Overlap side edges not less than 3-1/2
inches. Roll laps and edges with roller. Cover underlayment within 14 days.
D. Apply slip sheet, wrinkle free, over underlayment before installing sheet metal flashing and
trim. r`
3.3 INSTALLATION, GENERAL co
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A. General: Anchor sheet metal flashing and trim and other components of the Work securely in
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place, with provisions for thermal and structural movement. Use fasteners[,solder], protective c44
coatings, separators, sealants, and other miscellaneous items as required to complete sheet metal
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flashing and trim system.
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1. Install sheet metal flashing and trim true to line, levels, and slopes. Provide uniform, neat a)
seams with minimum exposure of solder,welds, and sealant. :5
2. Install sheet metal flashing and trim to fit substrates and to result in watertight c
performance. Verify shapes and dimensions of surfaces to be covered before fabricating
sheet metal. `a
3. Space cleats not more than 12 inches apart. Attach each cleat with at least two fasteners.
Bend tabs over fasteners. 0
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4. Install exposed sheet metal flashing and trim with limited oil canning, and free of
buckling and tool marks.
5. Torch cutting of sheet metal flashing and trim is not permitted. E
6. Do not use graphite pencils to mark metal surfaces.
B. Metal Protection: Where dissimilar metals contact each other, or where metal contacts pressure-
treated wood or other corrosive substrates, protect against galvanic action or corrosion by
painting contact surfaces with bituminous coating or by other permanent separation as
recommended by sheet metal manufacturer or cited sheet metal standard. E
1. Underlayment: Where installing sheet metal flashing and trim directly on cementitious or
wood substrates,install underlayment and cover with slip sheet.
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C. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space
movement joints at maximum of 10 feet with no joints within 24 inches of corner or
intersection.
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1. Form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled
with sealant concealed within joints.
2. Use lapped expansion joints only where indicated on Drawings. E
D. Fasteners: Use fastener sizes that penetrate substrate not less than recommended by fastener
manufacturer to achieve maximum pull-out resistance.
E. Conceal fasteners and expansion provisions where possible in exposed work and locate to
minimize possibility of leakage. Cover and seal fasteners and anchors as required for a tight
installation.
0
F. Seal joints as required for watertight construction.
1. Use sealant-filled joints unless otherwise indicated. Embed hooked flanges of joint
members not less than 1 inch into sealant. Form joints to completely conceal sealant.
When ambient temperature at time of installation is between 40 and 70 deg F, set joint
members for 50 percent movement each way. Adjust setting proportionately for w
installation at higher ambient temperatures. Do not install sealant-type joints at
temperatures below 40 deg F .
2. Prepare joints and apply sealants to comply with requirements in Section 079200 "Joint ci
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Sealants." C44
G. Rivets: Rivet joints in [uncoated aluminum] [zinc] where necessary for strength.
FL
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3.4 ROOF-DRAINAGE SYSTEM INSTALLATION
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A. General: Install sheet metal roof-drainage items to produce complete roof-drainage system
according to cited sheet metal standard unless otherwise indicated. Coordinate installation of
roof perimeter flashing with installation of roof-drainage system. CL
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B. Hanging Gutters: Join sections with riveted and soldered joints. Provide for thermal expansion. c
Attach gutters at eave or fascia to firmly anchor them in position. Provide end closures and seal
watertight with sealant. Slope to downspouts. E
1. Fasten gutter spacers to front and back of gutter.
2. Anchor and loosely lock back edge of gutter to continuous eave flashing.
3. Anchor gutter with gutter brackets spaced not more than 36 inches apart to roof deck,
unless otherwise indicated, and loosely lock to front gutter bead.
4. Install gutter with expansion joints at locations indicated,but not exceeding, 50 feet apart. E
Install expansion-joint caps.
C. Downspouts: Join sections with 1-1/2-inch telescoping joints.
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I. Provide hangers with fasteners designed to hold downspouts securely to walls. Locate
hangers at top and bottom and at approximately 60 inches o.c.
2. Provide elbows at base of downspout to direct water away from building.
3. Connect downspouts to underground drainage system. c
3.5 ROOF FLASHING INSTALLATION
A. General: Install sheet metal flashing and trim to comply with performance requirements, sheet
metal manufacturer's written installation instructions, and cited sheet metal standard. Provide
concealed fasteners where possible, and set units true to line, levels, and slopes. Install work -a
with laps,joints, and seams that are permanently watertight and weather resistant.
B. Roof Ede Flashing: Anchor to resist uplift and outward forces according to recommendations
g g� p g
in cited sheet metal standard unless otherwise indicated. Interlock bottom edge of roof edge 0
flashing with continuous cleat anchored to substrate at staggered 3-inch centers.
C. Pipe or Post Counter-flashing: Install counter-flashing umbrella with close-fitting collar with
top edge flared for elastomeric sealant, extending minimum of 4 inches over base flashing.
Install stainless-steel draw band and tighten.
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D. Counter-flashing: Coordinate installation of counter-flashing with installation of base flashing. co
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Insert counter-flashing in reglets or receivers and fit tightly to base flashing. Extend counter-
flashing 4 inches over base flashing. Lap counter-flashing joints minimum of 4 inches. Secure N
in waterproof manner by means of anchor and washer at 36-inch centers unless otherwise c44
indicated.
E. Roof-Penetration Flashing: Coordinate installation of roof-penetration flashing with installation N
of roofing and other items penetrating roof. Seal with elastomeric sealant and clamp flashing to
pipes that penetrate roof. :5
6
3.6 WALL FLASHING INSTALLATION
A. General: Install sheet metal wall flashing to intercept and exclude penetrating moisture 0
according to cited sheet metal standard unless otherwise indicated. Coordinate installation of
wall flashing with installation of wall-opening components such as windows, doors, and
louvers.
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3.7 MISCELLANEOUS FLASHING INSTALLATION
A. Equipment Support Flashing: Coordinate installation of equipment support flashing with
installation of roofing and equipment. Weld or seal flashing with elastomeric sealant to
equipment support member.
B. Overhead-Piping Safety Pans: Suspend pans from structure above, independent of other
overhead items such as equipment, piping, and conduit, unless otherwise indicated on
Drawings. Pipe and install drain line to plumbing waste or drainage system.
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3.8 ERECTION TOLERANCES
A. Installation Tolerances: Shim and align sheet metal flashing and trim within installed tolerance
of 1/4 inch in 20 feet on slope and location lines indicated on Drawings and within 1/8-inch W
offset of adjoining faces and of alignment of matching profiles.
B. Installation Tolerances: Shim and align sheet metal flashing and trim within installed tolerances
specified in MCA's "Guide Specification for Residential Metal Roofing."
3.9 CLEANING AND PROTECTION
A. Clean exposed metal surfaces of substances that interfere with uniform oxidation and
weathering.
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B. Clean and neutralize flux materials. Clean off excess solder.
C. Clean off excess sealants. i
D. Remove temporary protective coverings and strippable films as sheet metal flashing and trim
are installed unless otherwise indicated in manufacturer's written installation instructions. On
completion of sheet metal flashing and trim installation, remove unused materials and clean oa
finished surfaces as recommended by sheet metal flashing and trim manufacturer. Maintain
sheet metal flashing and trim in clean condition during construction. N
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E. Replace sheet metal flashing and trim that have been damaged or that have deteriorated beyond
successful repair by finish touchup or similar minor repair procedures.
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END OF SECTION 076200 E
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SECTION 077200 - ROOF ACCESSORIES
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PART I - GENERAL
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1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY :2
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A. Section Includes:
I. Roof curbs. i
2. Equipment supports.
3. Preformed flashing sleeves.
B. Related Sections: co
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1. Section 076200 "Sheet Metal Flashing and Trim" for shop- and field-formed metal
flashing, roof-drainage systems, roof expansion-joint covers, and miscellaneous sheet
metal trim and accessories.
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1.3 COORDINATION
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A. Coordinate layout and installation of roof accessories with roofing membrane and base flashing
and interfacing and adjoining construction to provide a leak-proof, weather-tight, secure, and 6
noncorrosive installation. >
B. Coordinate dimensions with rough-in information or Shop Drawings of equipment to be
supported.
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1.4 ACTION SUBMITTALS
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A. Product Data: For each type of roof accessory.
1. Include construction details, material descriptions, dimensions of individual components
and profiles, and finishes.
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B. Shop Drawings: For roof accessories.
1. Include plans, elevations, keyed details, and attachments to other work. Indicate
dimensions, loadings, and special conditions. Distinguish between plant- and field-
assembled work.
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C. Samples: For each exposed product and for each color and texture specified, prepared on
Samples of size to adequately show color.
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D. Delegated-Design Submittal: For roof curb and equipment supports indicated to comply with c
performance requirements and design criteria, including analysis data signed and sealed by the
qualified professional engineer responsible for their preparation.
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1. Detail mounting, securing, and flashing of roof-mounted items to roof structure. Indicate
coordinating requirements with roof membrane system.
2. Wind-Restraint Details: Detail fabrication and attachment of wind restraints. Show
anchorage details and indicate quantity, diameter, and depth of penetration of anchors. -a
1.5 INFORMATIONAL SUBMITTALS
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A. Coordination Drawings: Roof plans, drawn to scale, and coordinating penetrations and roof-
mounted items. Show the following:
i
1. Size and location of roof accessories specified in this Section.
2. Method of attaching roof accessories to roof or building structure.
3. Other roof-mounted items including mechanical and electrical equipment, ductwork,
piping, and conduit.
4. Required clearances.
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B. Sample Warranties: For manufacturer's special warranties. c44
1.6 CLOSEOUT SUBMITTALS N
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A. Operation and Maintenance Data: For roof accessories to include in operation and maintenance E
manuals.
1.7 WARRANTY
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A. Special Warranty on Painted Finishes: Manufacturer's standard form in which manufacturer c
agrees to repair finishes or replace roof accessories that show evidence of deterioration of
factory-applied finishes within specified warranty period.
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1. Fluoropolymer Finish: Deterioration includes,but is not limited to, the following:
a. Color fading more than 5 Hunter units when tested according to ASTM D 2244.
b. Chalking in excess of a No. 8 rating when tested according to ASTM D 4214.
C. Cracking, checking,peeling, or failure of paint to adhere to bare metal.
2. Finish Warranty Period: 20 years from date of Substantial Completion.
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PART 2 - PRODUCTS
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2.1 PERFORMANCE REQUIREMENTS c
A. General Performance: Roof accessories shall withstand exposure to weather and resist thermally
induced movement without failure, rattling, leaking, or fastener disengagement due to defective
manufacture, fabrication,installation, or other defects in construction.
B. Delegated Design: Engage a qualified professional engineer, as defined in Section 014000
"Quality Requirements," to design roof curbs and equipment supports to comply with wind -�
performance requirements, including comprehensive engineering analysis by a qualified
professional engineer,using performance requirements and design criteria indicated.
C. Wind-Restraint Performance: As indicated on Drawings. 0
2.2 ROOF CURBS i
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A. Roof Curbs: Internally reinforced roof-curb units capable of supporting superimposed live and
dead loads, including equipment loads and other construction indicated on Drawings, bearing
continuously on roof structure, and capable of meeting performance requirements; with welded oa
or mechanically fastened and sealed corner joints and integrally formed deck-mounting flange
at perimeter bottom. N
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B. Size: Coordinate dimensions with roughing-in information or Shop Drawings of equipment to
be supported.
C. Supported Load Capacity: As required to support existing equipment. m
D. Material: Zinc-coated(galvanized) steel sheet, 0.064 inch thick. 0
1. Finish: Two-coat fluoropolymer.
2. Color: As selected by Architect from manufacturer's full range.
c
E. Construction: c
1. Curb Profile: Manufacturer's standard compatible with roofing system.
2. On ribbed or fluted metal roofs, form deck-mounting flange at perimeter bottom to
conform to roof profile.
3. Fabricate curbs to minimum height of 12 inches above roofing surface unless otherwise
indicated.
4. Top Surface: Level top of curb,with roof slope accommodated by sloping deck-mounting m
flange.
5. Sloping Roofs: Where roof slope exceeds 1:48, fabricate curb with perimeter curb height
tapered to accommodate roof slope so that top surface of perimeter curb is level. Equip
unit with water diverter or cricket on side that obstructs water flow.
6. Insulation: Factory insulated with 1-1/2-inch-thick glass-fiber board insulation.
7. Liner: Same material as curb, of manufacturer's standard thickness and finish.
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8. Nailer: Factory-installed wood nailer along top flange of curb, continuous around curb
perimeter.
9. Wind Restraint Straps and Base Flange Attachment: Provide wind restraint straps,welded
strap connectors, and base flange attachment to roof structure at perimeter of curb, of size
and spacing required to meet wind uplift requirements.
10. Platform Cap: Where portion of roof curb is not covered by equipment, provide weather-
ti tight platform cap formed from 3/4-inch thick plywood covered with metal sheet of same
g p p p Y
type,thickness, and finish as required for curb.
11. Metal Counter-flashing: Manufacturer's standard, removable, fabricated of same metal
and finish as curb.
2.3 EQUIPMENT SUPPORTS
A. Equipment Supports: Rail-type metal equipment supports capable of supporting superimposed 0
live and dead loads between structural supports, including equipment loads and other
construction indicated on Drawings, spanning between structural supports; capable of meeting
performance requirements; with welded or mechanically fastened and sealed corner joints and
integrally formed structure-mounting flange at bottom.
B. Size: Coordinate dimensions with roughing-in information or Shop Drawings of equipment to
be supported. co
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C. Supported Load Capacity: As required to support existing equipment. N
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D. Material: Zinc-coated(galvanized) steel sheet, 0.064 inch thick.
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1. Finish: Two-coat fluoropolymer.
2. Color: As selected by Architect from manufacturer's full range.
E. Construction: c
1. Curb Profile: Manufacturer's standard compatible with roofing system.
2. Insulation: Factory insulated with 1-1/2-inch-thick glass-fiber board insulation.
3. Liner: Same material as equipment support, of manufacturer's standard thickness and 0
finish. W
4. Nailer: Factory-installed continuous wood nailers 5-1/2 inches wide on top flange of
equipment supports, continuous around support perimeter. E
5. Wind Restraint Straps and Base Flange Attachment: Provide wind restraint straps,welded u
strap connectors, and base flange attachment to roof structure at perimeter of curb of size
and spacing required to meet wind uplift requirements.
6. Platform Cap: Where portion of equipment support is not covered by equipment, provide
weather-tight platform cap formed from 3/4-inch thick plywood covered with metal sheet
of same type, thickness, and finish as required for curb.
7. Metal Counter-flashing: Manufacturer's standard, removable, fabricated of same metal
and finish as equipment support.
8. On ribbed or fluted metal roofs, form deck-mounting flange at perimeter bottom to
conform to roof profile.
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9. Fabricate equipment supports to minimum height of 12 inches above roofing surface
unless otherwise indicated.
10. Sloping Roofs: Where roof slope exceeds 1:48, fabricate each support with height to
accommodate roof slope so that tops of supports are level with each other. Equip supports c
with water diverters or crickets on sides that obstruct water flow.
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2.4 PREFORMED FLASHING SLEEVES
A. Vent Stack Flashing: Metal flashing sleeve,un-insulated,with integral deck flange.
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1. Metal: Aluminum sheet,0.063 inch thick.
2. Height: 13 inches.
3. Diameter: To match existing.
4. Finish: Manufacturer's standard. c
2.5 METAL MATERIALS i
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A. Zinc-Coated(Galvanized) Steel Sheet: ASTM A 653/A 653M, G90 coating designation.
1. Exposed Coil-Coated Finish: Pre-painted by the coil-coating process to comply with
ASTM A 755/A 755M. Prepare,pre-treat, and apply coating to exposed metal surfaces to co
comply with coating and resin manufacturers'written instructions.
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a. Two-Coat Fluoropolymer Finish: AAMA 621. System consisting of primer and c�
fluoropolymer color topcoat containing not less than 70 percent PVDF resin by
weight. _
2. Concealed Finish: Pre-treat with manufacturer's standard white or light-colored acrylic or N
polyester-backer finish consisting of prime coat and wash coat, with a minimum total dry
film thickness of 0.5 mil. :5
6
B. Aluminum Sheet: ASTM B 209, manufacturer's standard alloy for finish required, with temper
to suit forming operations and performance required.
1. Mill Finish: As manufactured. 0
2. Exposed Coil-Coated Finish: Prepare, pre-treat, and apply coating to exposed metal
surfaces to comply with coating and resin manufacturers'written instructions.
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a. Two-Coat Fluoropolymer Finish: AAMA 2605. System consisting of primer and
fluoropolymer color topcoat containing not less than 70 percent PVDF resin by
weight.
3. Concealed Finish: Pretreat with manufacturer's standard white or light-colored acrylic or
polyester-backer finish consisting of prime coat and wash coat, with a minimum total dry
film thickness of 0.5 mil. E
C. Aluminum Extrusions and Tubes: ASTM B 221, manufacturer's standard alloy and temper for
type of use, finished to match assembly where used; otherwise mill finished.
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D. Steel Shapes: ASTM A 36/A 36M, hot-dip galvanized according to ASTM A 123/A 123M
unless otherwise indicated.
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E. Steel Tube: ASTM A 500/A 500M,round tube. c
F. Galvanized-Steel Tube: ASTM A 500/A 500M, round tube, hot-dip galvanized according to
ASTM A 123/A 123M.
G. Steel Pipe: ASTM A 53/A 53M, galvanized.
2.6 MISCELLANEOUS MATERIALS
A. General: Provide materials and types of fasteners, protective coatings, sealants, and other
miscellaneous items required by manufacturer for a complete installation. c
B. Polyisocyanurate Board Insulation: ASTM C 1289, thickness and thermal resistivity as
indicated. i
C. Wood Nailers: Softwood lumber, pressure treated with waterborne preservatives for
aboveground use, acceptable to authorities having jurisdiction and complying with AWPA C2;
not less than 1-1/2 inches thick. co
D. Bituminous Coating: Cold-applied asphalt emulsion complying with ASTM D 1187/1) 1187M. N
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E. Underlayment:
1. Felt: ASTM D 226/1) 226M, Type II (No. 30), asphalt-saturated organic felt,
nonperforated. m
2. Polyethylene Sheet: 6-mil-thick polyethylene sheet complying with ASTM D 4397. E
3. Slip Sheet: Building paper, 3 lb/100 sq. ft.minimum,rosin sized. 6
4. Self-Adhering, High-Temperature Sheet: Minimum 30 to 40 mils thick, consisting of >
slip-resisting polyethylene-film top surface laminated to layer of butyl or SBS-modified
asphalt adhesive, with release-paper backing; cold applied. Provide primer when
recommended by Underlayment manufacturer.
5. Fasteners: Roof accessory manufacturer's recommended fasteners suitable for application c
and metals being fastened.Match finish of exposed fasteners with finish of material being
fastened. Provide non-removable fastener heads to exterior exposed fasteners. Furnish the
following unless otherwise indicated:
6. Fasteners for Aluminum Sheet: Aluminum or Series 300 stainless steel.
F. Gaskets: Manufacturer's standard tubular or fingered design of neoprene, EPDM, PVC, or
silicone or a flat design of foam rubber, sponge neoprene, or cork.
G. Elastomeric Sealant: ASTM C 920, elastomeric silicone polymer sealant as recommended by U
roof accessory manufacturer for installation indicated; low modulus; of type, grade, class, and
use classifications required to seal joints and remain watertight.
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H. Butyl Sealant: ASTM C 1311, single-component, solvent-release butyl rubber sealant;
polyisobutylene plasticized; heavy bodied for expansion joints with limited movement.
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I. Asphalt Roofing Cement: ASTM D 4586/1) 4586M, asbestos free, of consistency required for c
application.
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2.7 GENERAL FINISH REQUIREMENTS
A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for
recommendations for applying and designating finishes. -�
B. Appearance of Finished Work: Noticeable variations in same piece are not acceptable.
Variations in appearance of adjoining components are acceptable if they are within the range of
approved Samples and are assembled or installed to minimize contrast. 0
PART 3 -EXECUTION i
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3.1 EXAMINATION
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A. Examine substrates, areas, and conditions, with Installer present, to verify actual locations,
dimensions, and other conditions affecting performance of the Work. N
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B. Verify that substrate is sound, dry, smooth, clean, sloped for drainage, and securely anchored.
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C. Verify dimensions of roof openings for roof accessories.
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D. Proceed with installation only after unsatisfactory conditions have been corrected. E
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3.2 INSTALLATION
A. General: Install roof accessories according to manufacturer's written instructions.
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1. Install roof accessories level;plumb; true to line and elevation; and without warping,jogs
in alignment,buckling, or tool marks.
2. Anchor roof accessories securely in place so they are capable of resisting indicated loads. E
3. Use fasteners, separators, sealants, and other miscellaneous items as required to complete
installation of roof accessories and fit them to substrates. s
4. Install roof accessories to resist exposure to weather without failing, rattling, leaking, or
loosening of fasteners and seals.
B. Metal Protection: Protect metals against galvanic action by separating dissimilar metals from
contact with each other or with corrosive substrates by painting contact surfaces with
bituminous coating or by other permanent separation as recommended by manufacturer.
1. Coat concealed side of uncoated aluminum roof accessories with bituminous coating
where in contact with wood, ferrous metal, or cementitious construction.
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2. Underlayment: Where installing roof accessories directly on cementitious or wood
substrates, install a course of underlayment and cover with manufacturer's recommended
slip sheet.
3. Bed flanges in thick coat of asphalt roofing cement where required by manufacturers of c
roof accessories for waterproof performance.
C. Roof Curb Installation: Install each roof curb so top surface is level.
D. Equipment Support Installation: Install equipment supports so top surfaces are level with each
other.
E. Preformed Flashing-Sleeve Installation: Secure flashing sleeve to roof membrane according to
flashing-sleeve manufacturer's written instructions; flash sleeve flange to surrounding roof
membrane according to roof membrane manufacturer's instructions.
0
F. Seal joints with elastomeric or butyl sealant as required by roof accessory manufacturer.
i
3.3 REPAIR AND CLEANING
A. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and repair
galvanizing according to ASTM A 780/A 780M. co
B. Touch up factory-primed surfaces with compatible primer ready for field painting according to N
Section 099113 "Exterior Painting." ci
C. Clean exposed surfaces according to manufacturer's written instructions.
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D. Clean off excess sealants. W
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E. Replace roof accessories that have been damaged or that cannot be successfully repaired by
finish touchup or similar minor repair procedures. >
END OF SECTION 077200
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SECTION 078413 -PENETRATION FIRESTOPPING
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0
PART I - GENERAL
E
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY :2
.0
0
A. Section Includes:
1. Penetrations in fire-resistance-rated walls. i
2. Penetrations in horizontal assemblies. r`
B. Related Requirements: W
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1. Section 078443 "Joint Firestopping" for joints in or between fire-resistance-rated
construction, at exterior curtain-wall/floor intersections, and in smoke barriers. N
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1.3 ACTION SUBMITTALS
A. Product Data: For each type of product. `V
B. Product Schedule: For each penetration firestopping system. Include location, illustration of 2
firestopping system, and design designation of qualified testing and inspecting agency. >
1. Engineering Judgments: Where Project conditions require modification to a qualified
testing and inspecting agency's illustration for a particular penetration firestopping
system, submit illustration, with modifications marked, approved by penetration 0
firestopping system manufacturer's fire-protection engineer as an engineering judgment
or equivalent fire-resistance-rated assembly. Obtain approval of authorities having
jurisdiction prior to submittal.
1.4 INFORMATIONAL SUBMITTALS
A. Qualification Data: For Installer.
B. Product Test Reports: For each penetration firestopping system, for tests performed by a
qualified testing agency.
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1.5 CLOSEOUT SUBMITTALS
A. Installer Certificates: From Installer indicating that penetration firestopping systems have been
installed in compliance with requirements and manufacturer's written instructions. W
1.6 QUALITY ASSURANCE
A. Installer Qualifications: A firm that has been approved by FM Global according to
FM Global 4991, "Approval of Firestop Contractors," or been evaluated by UL and found to
comply with its "Qualified Firestop Contractor Program Requirements." -�
1.7 PROJECT CONDITIONS
0
A. Environmental Limitations: Do not install penetration firestopping system when ambient or
substrate temperatures are outside limits permitted by penetration firestopping system
manufacturers or when substrates are wet because of rain, frost, condensation, or other causes. i
r.
B. Install and cure penetration firestopping materials per manufacturer's written instructions using
natural means of ventilations or,where this is inadequate,forced-air circulation.
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1.8 COORDINATION CD
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A. Coordinate construction of openings and penetrating items to ensure that penetration
firestopping systems can be installed according to specified firestopping system design. z
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B. Coordinate sizing of sleeves, openings, core-drilled holes, or cut openings to accommodate
penetration firestopping systems. E
6
PART 2 -PRODUCTS
c
2.1 PERFORMANCE REQUIREMENTS c
A. Fire-Test-Response Characteristics:
E
1. Perform penetration firestopping system tests by a qualified testing agency acceptable to
authorities having jurisdiction. _
2. Test per testing standards referenced in "Penetration Frrestopping Systems" Article.
Provide rated systems complying with the following requirements:
a. Penetration firestopping systems shall bear classification marking of a qualified
testing agency.
1) UL in its "Fire Resistance Directory."
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2.2 PENETRATION FIRESTOPPING SYSTEMS
A. Penetration Firestopping Systems: Systems that resist spread of fire,passage of smoke and other
gases, and maintain original fire-resistance rating of construction penetrated. Penetration c
firestopping systems shall be compatible with one another, with the substrates forming
openings, and with penetrating items if any.
E
B. Penetrations in Fire-Resistance-Rated Walls: Penetration firestopping systems with ratings
determined per ASTM E 814 or UL 1479, based on testing at a positive pressure differential of
0.01-inch wg.
1. F-Rating:Not less than the fire-resistance rating of constructions penetrated.
C. Penetrations in Horizontal Assemblies: Penetration firestopping systems with ratings
determined per ASTM E 814 or UL 1479, based on testing at a positive pressure differential of 0
0.01-inch wg.
1. F-Rating: At least one hour, but not less than the fire-resistance rating of constructions
penetrated.
2. T-Rating: At least one hour, but not less than the fire-resistance rating of constructions >_
penetrated except for floor penetrations within the cavity of a wall. !i
3. W-Rating: Provide penetration firestopping systems showing no evidence of water
leakage when tested according to UL 1479.
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D. Exposed Penetration Firestopping Systems: Flame-spread and smoke-developed indexes of less N
than 25 and 450,respectively,per ASTM E 84.
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E. Accessories: Provide components for each penetration firestopping system that are needed to
install fill materials and to maintain ratings required. Use only those components specified by W
penetration firestopping system manufacturer and approved by qualified testing and inspecting 2
agency for conditions indicated. c
1. Permanent forming/damming/backing materials.
2. Substrate primers. e�
3. Collars. 0
4. Steel sleeves.
2.3 FILL MATERIALS
A. Cast-in-Place Firestop Devices: Factory-assembled devices for use in cast-in-place concrete
floors and consisting of an outer sleeve lined with an intumescent strip, a flange attached to one
end of the sleeve for fastening to concrete formwork, and a neoprene gasket.
B. Latex Sealants: Single-component latex formulations that do not re-emulsify after cure during
exposure to moisture.
C. Firestop Devices: Factory-assembled collars formed from galvanized steel and lined with
intumescent material sized to fit specific diameter of penetrant.
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D. Intumescent Composite Sheets: Rigid panels consisting of aluminum-foil-faced intumescent
elastomeric sheet bonded to galvanized-steel sheet.
c
E. Intumescent Putties: Nonhardening, water-resistant, intumescent putties containing no solvents c
or inorganic fibers.
F. Intumescent Wrap Strips: Single-component intumescent elastomeric sheets with aluminum foil
on one side.
G. Mortars: Prepackaged dry mixes consisting of a blend of inorganic binders, hydraulic cement,
fillers and lightweight aggregate formulated for mixing with water at Project site to form a non- -a
shrinking,homogeneous mortar.
H. Pillows/Bags: Reusable heat-expanding pillows/bags consisting of glass-fiber cloth cases filled
with a combination of mineral-fiber, water-insoluble expansion agents, and fire-retardant 0
additives. Where exposed, cover openings with steel-reinforcing wire mesh to protect
pillows/bags from being easily removed.
i
I. Silicone Foams: Multicomponent, silicone-based liquid elastomers that, when mixed, expand
and cure in place to produce a flexible,non-shrinking foam.
J. Silicone Sealants: Single-component, silicone-based,neutral-curing elastomeric sealants. co
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2.4 MIXING c14
A. Penetration Firestopping Materials: For those products requiring mixing before application, _
comply with penetration firestopping system manufacturer's written instructions for accurate N
proportioning of materials, water (if required), type of mixing equipment, selection of mixer m
speeds, mixing containers, mixing time, and other items or procedures needed to produce :5
products of uniform quality with optimum performance characteristics for application indicated. 6
PART 3 -EXECUTION
c
0
3.1 EXAMINATION
A. Examine substrates and conditions, with Installer present, for compliance with requirements for
opening configurations, penetrating items, substrates, and other conditions affecting
performance of the Work.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
E
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3.2 PREPARATION
A. Surface Cleaning: Before installing penetration firestopping systems, clean out openings
immediately to comply with manufacturer's written instructions and with the following
requirements:
I. Remove from surfaces of opening substrates and from penetrating items foreign materials
that could interfere with adhesion of penetration firestopping materials.
2. Clean opening substrates and penetrating items to produce clean, sound surfaces capable
of developing optimum bond with penetration firestopping materials. Remove loose
e
particles remaining from cleaning operation. -a
3. Remove laitance and form-release agents from concrete.
B. Prime substrates where recommended in writing by manufacturer using that manufacturer's
recommended products and methods. Confine primers to areas of bond; do not allow spillage 0
and migration onto exposed surfaces.
i
3.3 INSTALLATION
A. General: Install penetration firestopping systems to comply with manufacturer's written
installation instructions and published drawings for products and applications.
B. Install forming materials and other accessories of types required to support fill materials during N
their application and in the position needed to produce cross-sectional shapes and depths c�
required to achieve fire ratings.
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1. After installing fill materials and allowing them to fully cure, remove combustible N
forming materials and other accessories not forming permanent components of
firestopping.
6
C. Install fill materials by proven techniques to produce the following results:
1. Fill voids and cavities formed by openings, forming materials, accessories and
penetrating items to achieve required fire-resistance ratings. 0
2. Apply materials so they contact and adhere to substrates formed by openings and e�
penetrating items.
3. For fill materials that will remain exposed after completing the Work, finish to produce
smooth,uniform surfaces that are flush with adjoining finishes.
3.4 IDENTIFICATION
A. Wall Identification: Permanently label walls containing penetration firestopping systems with
the words "FIRE AND/OR SMOKE BARRIER- PROTECT ALL OPENINGS," using lettering U
not less than 3 inches high and with minimum 0.375-inch strokes.
1. Locate in accessible concealed floor, floor-ceiling, or attic space at 15 feet from end of
wall and at intervals not exceeding 30 feet.
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B. Penetration Identification: Identify each penetration firestopping system with legible metal or
plastic labels. Attach labels permanently to surfaces adjacent to and within 6 inches of
penetration firestopping system edge so labels are visible to anyone seeking to remove
penetrating items or firestopping systems. Use mechanical fasteners or self-adhering-type labels c
with adhesives capable of permanently bonding labels to surfaces on which labels are placed.
Include the following information on labels:
E
1. The words "Warning - Penetration Firestopping - Do Not Disturb. Notify Building
Management of Any Damage."
2. Contractor's name, address, and phone number.
3. Designation of applicable testing and inspecting agency.
4. Date of installation.
5. Manufacturer's name.
6. Installer's name.
0
3.5 FIELD QUALITY CONTROL
i
A. Owner will engage a qualified testing agency to perform tests and inspections according to
ASTM E 2174.
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B. Where deficiencies are found or penetration firestopping system is damaged or removed co
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because of testing, repair or replace penetration firestopping system to comply with
requirements. c�
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C. Proceed with enclosing penetration firestopping systems with other construction only after
inspection reports are issued and installations comply with requirements. z
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3.6 CLEANING AND PROTECTION
6
A. Clean off excess fill materials adjacent to openings as the Work progresses by methods and with
cleaning materials that are approved in writing by penetration firestopping system
manufacturers and that do not damage materials in which openings occur. CL
c
B. Provide final protection and maintain conditions during and after installation that ensure that c
penetration firestopping systems are without damage or deterioration at time of Substantial
Completion. If, despite such protection, damage or deterioration occurs, immediately cut out E
and remove damaged or deteriorated penetration firestopping material and install new materials
to produce systems complying with specified requirements.
END OF SECTION 078413
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SECTION 078443 - JOINT FIRESTOPPING
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0
PART I - GENERAL
E
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY :2
.0
0
A. Section Includes:
1. Joints in or between fire-resistance-rated constructions. i
B. Related Requirements:
1. Section 078413 "Penetration Firestopping" for penetrations in fire-resistance-rated walls
and horizontal assemblies.
2. Section 092216 "Non-Structural Metal Framing" for firestop tracks for metal-framed N
partition heads. CD
N
1.3 ACTION SUBMITTALS
N
A. Product Data: For each type of product.
0
B. Product Schedule: For each joint firestopping system. Include location, illustration of
firestopping system, and design designation of qualified testing agency.
1. Engineering Judgments: Where Project conditions require modification to a qualified
testing agency's illustration for a particular joint firestopping system condition, submit 0
illustration, with modifications marked, approved by joint firestopping system
manufacturer's fire-protection engineer as an engineering judgment or equivalent fire-
resistance-rated assembly. E
1.4 INFORMATIONAL SUBMITTALS
A. Qualification Data: For Installer.
B. Product Test Reports: For each joint firestopping system, for tests performed by a qualified
testing agency.
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1.5 CLOSEOUT SUBMITTALS
A. Installer Certificates: From Installer indicating that joint firestopping systems have been
installed in compliance with requirements and manufacturer's written instructions.
1.6 QUALITY ASSURANCE
A. Installer Qualifications: A firm that has been approved by FM Global according to
FM Global 4991, "Approval of Firestop Contractors," or been evaluated by UL and found to
comply with UL's "Qualified Firestop Contractor Program Requirements." -�
1.7 PROJECT CONDITIONS
0
A. Environmental Limitations: Do not install joint firestopping systems when ambient or substrate
temperatures are outside limits permitted by joint firestopping system manufacturers or when
substrates are wet due to rain, frost, condensation, or other causes. i
B. Install and cure joint firestopping systems per manufacturer's written instructions using natural
means of ventilation or,where this is inadequate, forced-air circulation.
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1.8 COORDINATION CD
N
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A. Coordinate construction of joints to ensure that joint firestopping systems can be installed
according to specified firestopping system design. z
B. Coordinate sizing of joints to accommodate joint firestopping systems. 44
E
0
PART 2 -PRODUCTS >
2.1 PERFORMANCE REQUIREMENTS
0
A. Fire-Test-Response Characteristics:
1. Perform joint firestopping system tests by a qualified testing agency acceptable to E
authorities having jurisdiction.
2. Test per testing standards referenced in "Joint Frrestopping Systems" Article. Provide
rated systems complying with the following requirements:
a. Joint firestopping systems shall bear classification marking of a qualified testing
agency.
1) UL in its "Fire Resistance Directory."
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2.2 JOINT FIRESTOPPING SYSTEMS
A. Joint Firestopping Systems: Systems that resist spread of fire,passage of smoke and other gases,
and maintain original fire-resistance rating of assemblies in or between which joint firestopping c
systems are installed. Joint firestopping systems shall accommodate building movements
without impairing their ability to resist the passage of fire and hot gases. E
B. Joints in or between Fire-Resistance-Rated Construction: Provide joint firestopping systems
with ratings determined per ASTM E 1966 or UL 2079.
1. Fire-Resistance Rating: Equal to or exceeding the fire-resistance rating of the wall, floor,
or roof in or between which it is installed. -a
C. Joints at Exterior Curtain-Wall/Floor Intersections: Provide joint firestopping systems with
rating determined per ASTM E 2307.
1. F-Rating: Equal to or exceeding the fire-resistance rating of the floor assembly. 0
D. Joints in Smoke Barriers: Provide fire-resistive joint systems with ratings determined per
UL 2079 based on testing at a positive pressure differential of 0.30-inch wg.
1. L-Rating: Not exceeding 5.0 cf n/ft. of joint at both ambient and elevated temperatures.
E. Exposed Joint Firestopping Systems: Flame-spread and smoke-developed indexes of less than
25 and 450,respectively, as determined per ASTM E 84. co
c,
F. Accessories: Provide components of fire-resistive joint systems, including primers and forming N
materials, that are needed to install elastomeric fill materials and to maintain ratings required. N
Use only components specified by joint firestopping system manufacturer and approved by the
qualified testing agency for conditions indicated.
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PART 3 - EXECUTION
6
3.1 EXAMINATION
A. Examine substrates and conditions, with Installer present, for compliance with requirements for 0
joint configurations, substrates, and other conditions affecting performance of the Work.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
E
3.2 PREPARATION
A. Surface Cleaning: Before installing fire-resistive joint systems, clean joints immediately to
comply with fire-resistive joint system manufacturer's written instructions and the following E
requirements:
1. Remove from surfaces of joint substrates foreign materials that could interfere with
adhesion of elastomeric fill materials or compromise fire-resistive rating.
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2. Clean joint substrates to produce clean, sound surfaces capable of developing optimum
bond with elastomeric fill materials. Remove loose particles remaining from cleaning
operation.
3. Remove laitance and form-release agents from concrete. c
B. Prime substrates where recommended in writing by joint firestopping system manufacturer
using that manufacturer's recommended products and methods. Confine primers to areas of
bond; do not allow spillage and migration onto exposed surfaces.
3.3 INSTALLATION
A. General: Install fire-resistive joint systems to comply with manufacturer's written installation
instructions and published drawings for products and applications indicated.
0
B. Install forming materials and other accessories of types required to support elastomeric fill
materials during their application and in position needed to produce cross-sectional shapes and
depths required to achieve fire ratings indicated. i
1. After installing elastomeric fill materials and allowing them to fully cure, remove
combustible forming materials and other accessories not indicated as permanent LL°
components of fire-resistive joint system.
C. Install elastomeric fill materials for fire-resistive joint systems by proven techniques to produce N
the following results: N
1. Elastomeric fill voids and cavities formed by joints and forming materials as required to
achieve fire-resistance ratings indicated. N
2. Apply elastomeric fill materials so they contact and adhere to substrates formed by joints.
3. For elastomeric fill materials that will remain exposed after completing the Work, finish :5
to produce smooth,uniform surfaces that are flush with adjoining finishes. c
3.4 IDENTIFICATION
c
A. Joint Identification: IdentifY Joint firestopping systems with legible metal or plastic labels. c
Attach labels permanently to surfaces adjacent to and within 6 inches of joint edge so labels are
visible to anyone seeking to remove or joint firestopping system. Use mechanical fasteners or E
self-adhering-type labels with adhesives capable of permanently bonding labels to surfaces on
which labels are placed. Include the following information on labels:
1. The words "Warning - Joint Firestopping - Do Not Disturb.Notify Building Management
of Any Damage."
2. Contractor's name, address, and phone number.
3. Designation of applicable testing agency.
4. Date of installation.
5. Manufacturer's name.
6. Installer's name.
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3.5 FIELD QUALITY CONTROL
A. Inspecting Agency: Owner will engage a qualified testing agency to perform tests and
inspections according to ASTM E 2393. c
B. Where deficiencies are found or joint firestopping systems are damaged or removed due to 9
testing,repair or replace joint firestopping systems so they comply with requirements.
C. Proceed with enclosing joint firestopping systems with other construction only after inspection
reports are issued and installations comply with requirements.
3.6 CLEANING AND PROTECTION
A. Clean off excess elastomeric fill materials adjacent to joints as the Work progresses by methods c
and with cleaning materials that are approved in writing by joint firestopping system
manufacturers and that do not damage materials in which joints occur.
i
B. Provide final protection and maintain conditions during and after installation that ensure joint
firestopping systems are without damage or deterioration at time of Substantial Completion. If
damage or deterioration occurs despite such protection, cut out and remove damaged or LL°
deteriorated fire-resistive joint systems immediately and install new materials to produce fire-
resistive joint systems complying with specified requirements.
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END OF SECTION 078443
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SECTION 079200 - JOINT SEALANTS
c
0
PART I - GENERAL
E
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY :2
.0
0
A. Section Includes:
1. Silicone joint sealants. i
2. Non-staining silicone joint sealants. r`
3. Urethane joint sealants.
4. Mildew-resistant joint sealants.
5. Butyl joint sealants. ot�
6. Latex joint sealants.
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1.3 ACTION SUBMITTALS
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A. Product Data: For each joint-sealant product.
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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. 0
C. Samples for Verification: For each kind and color of joint sealant required, provide Samples
with joint sealants in 1/2-inch-wide joints formed between two 6-inch-long strips of material
matching the appearance of exposed surfaces adjacent to joint sealants.
0
D. Joint-Sealant Schedule: Include the following information:
1. Joint-sealant application,joint location, and designation. E
2. Joint-sealant manufacturer and product name.
3. Joint-sealant formulation. s
4. Joint-sealant color.
1.4 INFORMATIONAL SUBMITTALS
A. Qualification Data: For qualified testing agency.
B. Product Test Reports: For each kind of joint sealant, for tests performed by manufacturer and
witnessed by a qualified testing agency.
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C. Pre-construction Laboratory Test Schedule: Include the following information for each joint
sealant and substrate material to be tested:
c
1. Joint-sealant location and designation. c
2. Manufacturer and product name.
3. Type of substrate material.
4. Proposed test.
5. Number of samples required.
D. Preconstruction Laboratory Test Reports: From sealant manufacturer, indicating the following:
1. Materials forming joint substrates and joint-sealant backings have been tested for
compatibility and adhesion with joint sealants.
2. Interpretation of test results and written recommendations for primers and substrate
preparation are needed for adhesion. 0
E. Preconstruction Field-Adhesion-Test Reports: Indicate which sealants and joint preparation
methods resulted in optimum adhesion to joint substrates based on testing specified in
"Preconstruction Testing" Article.
F. Field-Adhesion-Test Reports: For each sealant application tested.
G. Sample Warranties: For special warranties.
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1.5 QUALITY ASSURANCE
z
A. Installer Qualifications: An authorized representative who is trained and approved by N
manufacturer.
B. Product Testing: Test joint sealants using a qualified testing agency. 0
1. Testing Agency Qualifications: Qualified according to ASTM C 1021 to conduct the
testing indicated.
c
C. Mockups: Install sealant in mockups of assemblies specified in other Sections that are indicated c
to receive joint sealants specified in this Section. Use materials and installation methods
specified in this Section.
E
1.6 PRE-CONSTRUCTION TESTING
A. Preconstruction Laboratory Testing: Submit to joint-sealant manufacturers, for testing indicated
below, samples of materials that will contact or affect joint sealants.
1. Adhesion Testing: Use ASTM C 794 to determine whether priming and other specific
joint preparation techniques are required to obtain rapid, optimum adhesion of joint
sealants to joint substrates.
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2. Compatibility Testing: Use ASTM C 1087 to determine sealant compatibility when in
contact with glazing and gasket materials.
3. Stain Testing: Use ASTM C 1248 to determine stain potential of sealant when in contact
with masonry substrates. W
4. Submit manufacturer's recommended number of pieces of each type of material,
including joint substrates,joint-sealant backings, and miscellaneous materials.
5. Schedule sufficient time for testingand analyzing results to prevent delaying the Work.
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6. For materials failing tests, obtain joint-sealant manufacturer's written instructions for
corrective measures, including use of specially formulated primers.
7. Testing will not be required if joint-sealant manufacturers submit data that are based on ,
previous testing, not older than 24 months, of sealant products for adhesion to, staining
of, and compatibility with joint substrates and other materials matching those submitted.
B. Pre-construction Field-Adhesion Testing: Before installing sealants, field test their adhesion to
Project joint substrates as follows: 0
1. Locate test joints where indicated on Project or,if not indicated, as directed by Architect.
2. Conduct field tests for each kind of sealant and joint substrate.
3. Notify Architect seven days in advance of dates and times when test joints will be
erected.
4. Arrange for tests to take place with joint-sealant manufacturer's technical representative
present.
a. Test Method: Test joint sealants according to Method A, Field-Applied Sealant c�
Joint Hand Pull Tab, in Appendix X1.1 in ASTM C 1193 or Method A, Tail
Procedure,in ASTM C 1521.
z
1) For joints with dissimilar substrates, verify adhesion to each substrate ci
separately; extend cut along one side, verifying adhesion to opposite side. m
Repeat procedure for opposite side.
0
5. Report whether sealant failed to adhere to joint substrates or tore cohesively. Include data
on pull distance used to test each kind of product and joint substrate. For sealants that fail
adhesively,retest until satisfactory adhesion is obtained.
6. Evaluation of Preconstruction Field-Adhesion-Test Results: Sealants not evidencing
adhesive failure from testing, in absence of other indications of noncompliance with
requirements, will be considered satisfactory. Do not use sealants that fail to adhere to
joint substrates during testing. E
1.7 FIELD CONDITIONS
A. Do not proceed with installation of joint sealants under the following conditions:
E
1. When ambient and substrate temperature conditions are outside limits permitted by joint-
sealant manufacturer or are below 40 deg F.
2. When joint substrates are wet.
3. Where joint widths are less than those allowed by joint-sealant manufacturer for
applications indicated.
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4. Where contaminants capable of interfering with adhesion have not yet been removed
from joint substrates.
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1.8 WARRANTY
A. Special Installer's Warranty: Installer agrees to repair or replace joint sealants that do not E
comply with performance and other requirements specified in this Section within specified
warranty period.
1. Warranty Period: Two years from date of Substantial Completion. -�
B. Special Manufacturer's Warranty: Manufacturer agrees to furnish joint sealants to repair or
replace those joint sealants that do not comply with performance and other requirements
specified in this Section within specified warranty period. 0
1. Warranty Period: Five years from date of Substantial Completion.
i
C. Special warranties specified in this article exclude deterioration or failure of joint sealants from
the following:
1. Movement of the structure caused by stresses on the sealant exceeding sealant 00
0
manufacturer's written specifications for sealant elongation and compression.
2. Disintegration of joint substrates from causes exceeding design specifications. N
3. Mechanical damage caused by individuals, tools, or other outside agents. ci
4. Changes in sealant appearance caused by accumulation of dirt or other atmospheric
contaminants. z
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PART 2 - PRODUCTS
6
2.1 JOINT SEALANTS, GENERAL
A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible 0
with one another and with joint substrates under conditions of service and application, as c
demonstrated by joint-sealant manufacturer,based on testing and field experience.
B. Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range.
2.2 SILICONE JOINT SEALANTS
A. Silicone, S, NS, 50, NT: Single-component, non-sag, plus 50 percent and minus 50 percent E
movement capability, non-traffic-use, neutral-curing silicone joint sealant; ASTM C 920
Type S, Grade NS, Class 50,Use NT.
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2.3 NONSTAINING SILICONE JOINT SEALANTS
A. Non-staining Joint Sealants: No staining of substrates when tested according to ASTM C 1248.
0
B. Silicone,Non-staining, S,NS, 50,NT: Non-staining, single-component,nonsag,plus 50 percent
and minus 50 percent movement capability,non-traffic-use,neutral-curing silicone joint sealant;
ASTM C 920, Type S, Grade NS, Class 50,Use NT.
2.4 URETHANE JOINT SEALANTS
A. Urethane, S, NS, 25, NT: Single-component, non-sag, non-traffic-use, plus 25 percent and
minus 25 percent movement capability, urethane joint sealant; ASTM C 920, Type S,
Grade NS, Class 25,Use NT.
0
B. Urethane, S, P, 25, T, NT: Single-component, pourable, plus 25 percent and minus 25 percent
movement capability, traffic- and non-traffic-use, urethane joint sealant; ASTM C 920, Type S,
Grade P, Class 25,Uses T and NT. i
2.5 MILDEW-RESISTANT JOINT SEALANTS
co
A. Mildew-Resistant Joint Sealants: Formulated for prolonged exposure to humidity with fungicide
to prevent mold and mildew growth. N
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B. Silicone, Mildew Resistant, Acid Curing, S, NS, 25, NT: Mildew-resistant, single-component,
non-sag, plus 25 percent and minus 25 percent movement capability, non-traffic-use, acid- z
curing silicone joint sealant; ASTM C 920, Type S, Grade NS, Class 25,Use NT.
m
2.6 BUTYL JOINT SEALANTS
A. Butyl-Rubber-Based Joint Sealants: ASTM C 1311.
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2.7 LATEX JOINT SEALANTS c
A. Acrylic Latex: Acrylic latex or siliconized acrylic latex, ASTM C 834, Type OP, Grade NF.
E
2.8 JOINT-SEALANT BACKING
A. Sealant Backing Material, General: Non-staining; compatible with joint substrates, sealants,
primers, and other joint fillers; and approved for applications indicated by sealant manufacturer m
E
based on field experience and laboratory testing.
B. Cylindrical Sealant Backings: ASTM C 1330, Type C (closed-cell material with a surface skin)
Type O (open-cell material), Type B (bi-cellular material with a surface skin) or any of the
preceding types, as approved in writing by joint-sealant manufacturer for joint application
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indicated, and of size and density to control sealant depth and otherwise contribute to producing
optimum sealant performance.
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C. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant c
manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials or
joint surfaces at back of joint. Provide self-adhesive tape where applicable.
E
2.9 MISCELLANEOUS MATERIALS
A. Primer: Material recommended by joint-sealant manufacturer where required for adhesion of
sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate
tests and field tests.
B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants c
and sealant backing materials, free of oily residues or other substances capable of staining or
harming joint substrates and adjacent nonporous surfaces in any way, and formulated to
promote optimum adhesion of sealants to joint substrates.
C. Masking Tape: Non-staining, nonabsorbent material compatible with joint sealants and surfaces
adjacent to joints. LL°
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PART 3 -EXECUTION CD
CD
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3.1 EXAMINATION
A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with 44
requirements for joint configuration, installation tolerances, and other conditions affecting E
performance of the Work.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
c
3.2 PREPARATION c
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. E
2. Clean porous joint substrate surfaces by brushing, grinding, mechanical abrading, or a
combination of these methods to produce a clean, sound substrate capable of developing
optimum bond with joint sealants. Remove loose particles remaining after cleaning
operations above by vacuuming or blowing out joints with oil-free compressed air.
Porous joint substrates include the following:
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a. Concrete.
b. Masonry.
C. Unglazed surfaces of ceramic tile.
d. Exterior insulation and finish systems. c
3. Remove laitance and form-release agents from concrete.
4. Clean nonporous joint substrate surfaces with chemical cleaners or other means that do
not stain, harm substrates, or leave residues capable of interfering with adhesion of joint
sealants.Nonporous joint substrates include the following:
a. Metal.
b. Glass.
c. Porcelain enamel.
d. Glazed surfaces of ceramic tile.
0
B. Joint Priming: Prime joint substrates where recommended by joint-sealant manufacturer or as
indicated by preconstruction joint-sealant-substrate tests or prior experience. Apply primer to
comply with joint-sealant manufacturer's written instructions. Confine primers to areas of joint-
sealant bond; do not allow spillage or migration onto adjoining surfaces.
C. Masking Tape: Use masking tape where required to prevent contact of sealant or primer with
adjoining surfaces that otherwise would be permanently stained or damaged by such contact or co
c,
by cleaning methods required to remove sealant smears. Remove tape immediately after tooling
without disturbing joint seal.
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3.3 INSTALLATION OF JOINT SEALANTS
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A. General: Comply with joint-sealant manufacturer's written installation instructions for products
and applications indicated,unless more stringent requirements apply. M
6
B. Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint .0
sealants as applicable to materials, applications, and conditions indicated.
C. Install sealant backings of kind indicated to support sealants during application and at position 0
required to produce cross-sectional shapes and depths of installed sealants relative to joint e�
widths that allow optimum sealant movement capability.
E
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 backs of joints.
E. Install sealants using proven techniques that comply with the following and at the same time
backings are installed:
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1. Place sealants so they directly contact and fully wet joint substrates.
2. Completely fill recesses in each joint configuration.
3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow
optimum sealant movement capability.
F. Tooling of Non-sag Sealants: Immediately after sealant application and before skinning or
curing begins, tool sealants according to requirements specified in subparagraphs below to form
smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure
contact and adhesion of sealant with sides of joint.
1. Remove excess sealant from surfaces adjacent to joints. -a
2. Use tooling agents that are approved in writing by sealant manufacturer and that do not
discolor sealants or adjacent surfaces.
3. Provide concave joint profile per Figure 8A in ASTM C 1193 unless otherwise indicated.
0
3.4 FIELD QUALITY CONTROL
i
A. Field-Adhesion Testing: Field test joint-sealant adhesion to joint substrates as follows:
1. Test Method: Test joint sealants according to Method A, Field-Applied Sealant Joint
Hand Pull Tab, in Appendix X1 in ASTM C 1193 or Method A, Tail Procedure, in co
ASTM C 1521.
CD
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CD
a. For joints with dissimilar substrates, verify adhesion to each substrate separately; ci
extend cut along one side, verifying adhesion to opposite side. Repeat procedure
e(
for opposite side.
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2. Inspect tested joints and report on the following: a)
a. Whether sealants filled joint cavities and are free of voids. 0
b. Whether sealant dimensions and configurations comply with specified
requirements.
C. Whether sealants in joints connected to pulled-out portion failed to adhere to joint a'
substrates or tore cohesively. Include data on pull distance used to test each kind of 0
product and joint substrate. Compare these results to determine if adhesion e�
complies with sealant manufacturer's field-adhesion hand-pull test criteria.
E
3. Record test results in a field-adhesion-test log. Include dates when sealants were
installed,names of persons who installed sealants,test dates, test locations, whether joints
were primed, adhesion results and percent elongations, sealant material, sealant
configuration, and sealant dimensions.
4. Repair sealants pulled from test area by applying new sealants following same procedures
used originally to seal joints. Ensure that original sealant surfaces are clean and that new E
sealant contacts original sealant.
B. Evaluation of Field-Adhesion-Test Results: Sealants not evidencing adhesive failure from
testing or noncompliance with other indicated requirements will be considered satisfactory.
Remove sealants that fail to adhere to joint substrates during testing or to comply with other
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requirements. Retest failed applications until test results prove sealants comply with indicated
requirements.
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3.5 CLEANING
A. Clean off excess sealant or sealant smears adjacent to joints as the Work progresses by methods
and with cleaning materials approved in writing by manufacturers of joint sealants and of
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 c
deterioration or damage at time of Substantial Completion. If, despite such protection, damage
or deterioration occurs, cut out, remove, and repair damaged or deteriorated joint sealants
immediately so installations with repaired areas are indistinguishable from original work. i
3.7 JOINT-SEALANT SCHEDULE
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A. Joint-Sealant Application: Exterior joints in vertical surfaces and horizontal non-traffic surfaces.
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1. Joint Locations: N
a. Joints between metal panels.
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2. Joint Sealant: Silicone,non-staining, S,NS, 50,NT.
3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors.
E
B. Joint-Sealant Application: Interior joints in horizontal traffic surfaces. 2
1. Joint Locations:
a. Control and expansion joints in tile flooring.
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2. Joint Sealant: Urethane, S,P, 25, T,NT. c
3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors.
C. Joint-Sealant Application: Interior joints in vertical surfaces and horizontal non-traffic surfaces. E
1. Joint Locations:
a. Vertical joints on exposed surfaces of partitions.
2. Joint Sealant: Urethane, S,NS, 25,NT. E
3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors.
D. Joint-Sealant Application: Interior joints in vertical surfaces and horizontal non-traffic surfaces
not subject to significant movement.
1. Joint Locations:
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a. Perimeter joints between interior wall surfaces and frames of interior doors &
windows.
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2. Joint Sealant: Acrylic latex. c
3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors.
E. Joint-Sealant Application: Mildew-resistant interior joints in vertical surfaces and horizontal
non-traffic surfaces.
1. Joint Locations:
a. Joints between plumbing fixtures and adjoining walls, floors, and counters.
b. Tile control and expansion joints where indicated.
2. Joint Sealant: Silicone,mildew resistant, acid curing, S,NS, 25,NT. c
3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors.
F. Joint-Sealant Application: Concealed mastics.
1. Joint Locations:
w
a. Aluminum thresholds. co
W
b. Sill plates.
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2. Joint Sealant: Butyl-rubber based. N
3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors.
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FL
END OF SECTION 079200 W
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SECTION 092216 -NON-STRUCTURAL METAL FRAMING
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0
PART I - GENERAL
E
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY :2
.0
0
A. Section Includes:
1. Non-load-bearing steel framing systems for interior partitions. i
2. Suspension systems for interior ceilings and soffits.
3. Grid suspension systems for gypsum board ceilings.
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1.3 ACTION SUBMITTALS
CD
A. Product Data: For each type of product. N
1. Studs and Runners: Provide documentation that framing members' certification is
according to SIFA's "Code Compliance Certification Program for Cold-Formed Steel M
Structural and Non-Structural Framing Members." m
0
1.4 INFORMATIONAL SUBMITTALS
A. Evaluation Reports: For embossed steel studs and runners, from ICC-ES or other qualified
testing agency acceptable to authorities having jurisdiction.
0
PART 2 -PRODUCTS
E
2.1 PERFORMANCE REQUIREMENTS
A. Fire-Test-Response Characteristics: For fire-resistance-rated assemblies that incorporate non-
load-bearing steel framing, provide materials and construction identical to those tested in
assembly indicated, according to ASTM E 119 by an independent testing agency.
B. STC-Rated Assemblies: For STC-rated assemblies,provide materials and construction identical <
to those tested in assembly indicated, according to ASTM E 90 and classified according to
ASTM E 413 by an independent testing agency.
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C. Horizontal Deflection: For wall assemblies, limited to 1/240 of the wall height based on
horizontal loading of 10 lbf/sq.ft.
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0
2.2 FRAMING SYSTEMS
A. Framing Members, General: Comply with ASTM C 754 for conditions indicated.
1. Steel Sheet Components: Comply with ASTM C 645 requirements for metal unless
otherwise indicated.
2. Protective Coating: Coating with equivalent corrosion resistance of -�
ASTM A 653/A 653M, G40,hot-dip galvanized unless otherwise indicated.
B. Studs and Runners: ASTM C 645.Use either steel studs and runners or embossed steel studs
and runners. c
1. Steel Studs and Runners:
a. Minimum Base-Metal Thickness: As required by performance requirements for i
horizontal deflection.
b. Depth: As indicated on Drawings
2. Embossed Steel Studs and Runners: co
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T_
a. Minimum Base-Metal Thickness: As required by horizontal deflection
performance requirements. N
CD
b. Depth: As indicated on Drawings. cv
C. Slip-Type Head Joints: Where indicated,provide one of the following:
M
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1. Clip System: Clips designed for use in head-of-wall deflection conditions that provide a W
positive attachment of studs to runners while allowing 1-1/2-inch minimum vertical :5
movement. c
2. Single Long-Leg Runner System: ASTM C 645 top runner with 2-inch-deep flanges in
thickness not less than indicated for studs, installed with studs friction fit into top runner
and with continuous bridging located within 12 inches of the top of studs to provide 0
lateral bracing. W
3. Double-Runner System: ASTM C 645 top runners, inside runner with 2-inch-deep MI
flanges in thickness not less than indicated for studs and fastened to studs, and outer
runner sized to friction fit inside runner.
4. Deflection Track: Steel sheet top runner manufactured to prevent cracking of finishes
applied to interior partition framing resulting from deflection of structure above; in
thickness not less than indicated for studs and in width to accommodate depth of studs.
D. Firestop Tracks: Top runner manufactured to allow partition heads to expand and contract with
movement of structure while maintaining continuity of fire-resistance-rated assembly indicated;
in thickness not less than indicated for studs and in width to accommodate depth of studs.
E. Flat Strap and Backing Plate: Steel sheet for blocking and bracing in length and width indicated.
1. Minimum Base-Metal Thickness: As indicated on Drawings.
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F. Cold-Rolled Channel Bridging: Steel, 0.0538-inch minimum base-metal thickness, with
minimum 1/2-inch-wide flanges.
1. Depth: As indicated on Drawings.
2. Clip Angle:Not less than 1-1/2 by 1-1/2 inches, 0.068-inch-thick, galvanized steel. W
G. Hat-Shaped, Rigid Furring Channels: ASTM C 645. 9
I. Minimum Base-Metal Thickness: As indicated on Drawings.
2. Depth: As indicated on Drawings.
H. Resilient Furring Channels: 1/2-inch-deep, steel sheet members designed to reduce sound
transmission. -a
1. Configuration: Asymmetrical or hat shaped.
I. Cold-Rolled Furring Channels: 0.053-inch uncoated-steel thickness, with minimum 1/2-inch-
wide flanges. 0
1. Depth: As indicated on Drawings.
2. Furring Brackets: Adjustable, corrugated-edge-type steel sheet with minimum uncoated-
steel thickness of 0.0329 inch.
3. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.062-inch- diameter
wire, or double strand of 0.048-inch-diameter wire. LL°
J. Z-Shaped Furring: With slotted or nonslotted web, face flange of 1-1/4 inches, wall attachment
flange of 7/8 inch, minimum uncoated-metal thickness of 0.0179 inch, and depth required to fit N
insulation thickness indicated. N
2.3 SUSPENSION SYSTEMS
A. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.062-inch-diameter wire, :5
or double strand of 0.048-inch-diameter wire. c
B. Hanger Attachments to Concrete:
1. Expansion Anchors: Fabricated from corrosion-resistant materials, with allowable load or 0
strength design capacities calculated according to ICC-ES AC193 and ACI 318 greater
than or equal to the design load, as determined by testing per ASTM E 488/E 488M
conducted by a qualified testing agency.
2. Power-Actuated Anchors: Fastener system of type suitable for application indicated,
fabricated from corrosion-resistant materials, with allowable load capacities calculated
according to ICC-ES AC70, greater than or equal to the design load, as determined by
testing per ASTM E 1190 conducted by a qualified testing agency.
C. Wire Hangers: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.16 inch in diameter.
D. Flat Hangers: Steel sheet, 1 by 3/16 inch by length indicated.
E. Carrying Channels: Cold-rolled, commercial-steel sheet with a base-metal thickness of 0.0538
inch and minimum 1/2-inch-wide flanges.
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1. Depth: As indicated on Drawings.
F. Furring Channels (Furring Members):
0
1. Cold-Rolled Channels: 0.0538-inch uncoated-steel thickness, with minimum 1/2-inch-
wide flanges, 3/4 inch deep.
2. Steel Studs and Runners: ASTM C 645.
a. Minimum Base-Metal Thickness: As indicated on Drawings.
b. Depth: As indicated on Drawings.
3. Embossed Steel Studs and Runners: ASTM C 645.
a. Minimum Base-Metal Thickness: As indicated on Drawings.
b. Depth: As indicated on Drawings.
4. Hat-Shaped, Rigid Furring Channels: ASTM C 645,7/8 inch deep.
i
a. Minimum Base-Metal Thickness: As indicated on Drawings. r"
5. Resilient Furring Channels: 1/2-inch-deep members designed to reduce sound
transmission. co
a. Configuration: Asymmetrical or hat shaped. N
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G. Grid Suspension System for Gypsum Board Ceilings: ASTM C 645, direct-hung system
composed of main beams and cross-furring members that interlock.
cv
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2.4 AUXILIARY MATERIALS
0
A. General: Provide auxiliary materials that comply with referenced installation standards. >
1. Fasteners for Metal Framing: Of type, material, size, corrosion resistance,holding power,
and other properties required to fasten steel members to substrates.
0
B. Isolation Strip at Exterior Walls: Provide one of the following:
1. Asphalt-Saturated Organic Felt: ASTM D 226/1) 226M, Type I (No. 15 asphalt felt),
nonperforated.
2. Foam Gasket: Adhesive-backed, closed-cell vinyl foam strips that allow fastener
penetration without foam displacement, 1/8 inch thick,in width to suit steel stud size.
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PART 3 - EXECUTION
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3.1 EXAMINATION c
A. Examine areas and substrates,with Installer present, and including welded hollow-metal frames,
cast-in anchors, and structural framing, for compliance with requirements and other conditions
affecting performance of the Work.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Suspended Assemblies: Coordinate installation of suspension systems with installation of c
overhead structure to ensure that inserts and other provisions for anchorages to building
structure have been installed to receive hangers at spacing required to support the Work and that
hangers will develop their full strength. i
1. Furnish concrete inserts and other devices indicated to other trades for installation in
advance of time needed for coordination and construction.
co
B. Coordination with Sprayed Fire-Resistive Materials:
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1. Before sprayed fire-resistive materials are applied, attach offset anchor plates or ceiling N
runners (tracks) to surfaces indicated to receive sprayed fire-resistive materials. Where
offset anchor plates are required, provide continuous plates fastened to building structure z
not more than 24 inches o.c. M
2. After sprayed fire-resistive materials are applied, remove them only to extent necessary W
for installation of non-load-bearing steel framing. Do not reduce thickness of fire- E
resistive materials below that are required for fire-resistance ratings indicated. Protect 0
adjacent fire-resistive materials from damage. >
3.3 INSTALLATION, GENERAL
0
A. Installation Standard: ASTM C 754.
1. Gypsum Plaster Assemblies: Also comply with requirements in ASTM C 841 that apply
to framing installation.
2. Portland Cement Plaster Assemblies: Also comply with requirements in ASTM C 1063
that apply to framing installation.
3. Gypsum Veneer Plaster Assemblies: Also comply with requirements in ASTM C 844 that m
apply to framing installation.
4. Gypsum Board Assemblies: Also comply with requirements in ASTM C 840 that apply
to framing installation.
B. Install framing and accessories plumb, square, and true to line, with connections securely
fastened.
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C. Install supplementary framing, and blocking to support fixtures, equipment services,heavy trim,
grab bars, toilet accessories, furnishings, or similar construction.
c
D. Install bracing at terminations in assemblies. c
E. Do not bridge building control and expansion joints with non-load-bearing steel framing
members. Frame both sides of joints independently.
3.4 INSTALLING FRAMED ASSEMBLIES
A. Install framing system components according to spacings indicated, but not greater than
spacings required by referenced installation standards for assembly types.
1. Single-Layer Application: As required by horizontal deflection performance requirements c
unless otherwise indicated.
2. Multilayer Application: As required by horizontal deflection performance requirements
unless otherwise indicated. i
3. Tile Backing Panels: As required by horizontal deflection performance requirements
unless otherwise indicated.
B. Where studs are installed directly against exterior masonry walls or dissimilar metals at exterior
walls,install isolation strip between studs and exterior wall.
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C. Install studs so flanges within framing system point in same direction. ci
D. Install tracks (runners) at floors and overhead supports. Extend framing full height to structural _
supports or substrates above suspended ceilings except where partitions are indicated to
cv
terminate at suspended ceilings. Continue framing around ducts that penetrate partitions above m
ceiling. :5
6
1. Slip-Type Head Joints: Where framing extends to overhead structural supports, install to >
produce joints at tops of framing systems that prevent axial loading of finished
assemblies.
2. Door Openings: Screw vertical studs at jambs to jamb anchor clips on door frames; install
runner track section(for cripple studs) at head and secure to jamb studs. c
a. Install two studs at each jamb unless otherwise indicated.
b. Install cripple studs at head adjacent to each jamb stud, with a minimum 1/2-inch
clearance from jamb stud to allow for installation of control joint in finished
assembly.
C. Extend jamb studs through suspended ceilings and attach to underside of overhead
structure.
3. Other Framed Openings: Frame openings other than door openings the same as required
for door openings unless otherwise indicated. Install framing below sills of openings to
match framing required above door heads.
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4. Fire-Resistance-Rated Partitions: Install framing to comply with fire-resistance-rated
assembly indicated and support closures and to make partitions continuous from floor to
underside of solid structure.
0
a. Firestop Track: Where indicated, install to maintain continuity of fire-resistance-
rated assembly indicated.
E
5. Sound-Rated Partitions: Install framing to comply with sound-rated assembly indicated.
6. Curved Partitions: �
a. Bend track to uniform curve and locate straight lengths so they are tangent to arcs.
b. Begin and end each arc with a stud, and space intermediate studs equally along
arcs. On straight lengths of no fewer than two studs at ends of arcs, place studs 6
inches o.c.
0
E. Direct Furring:
I. Screw to wood framing. i
2. Attach to concrete or masonry with stub nails, screws designed for masonry attachment,
or powder-driven fasteners spaced 24 inches o.c.
F. Z-Shaped Furring Members: co
CD
c,
1. Erect insulation, specified in Section 072100 "Thermal Insulation," vertically and hold in N
place with Z-shaped furring members spaced 24 inches o.c. N
2. Except at exterior corners, securely attach narrow flanges of furring members to wall
with concrete stub nails, screws designed for masonry attachment, or powder-driven
fasteners spaced 24 inches o.c. N
3. At exterior corners, attach wide flange of furring members to wall with short flange W
extending beyond corner; on adjacent wall surface, screw-attach short flange of furring E
channel to web of attached channel. At interior corners, space second member no more c
than 12 inches from corner and cut insulation to fit.
G. Installation Tolerance: Install each framing member so fastening surfaces vary not more than
1/8 inch from the plane formed by faces of adjacent framing. 0
3.5 INSTALLING SUSPENSION SYSTEMS
E
A. Install suspension system components according to spacings indicated, but not greater than
spacings required by referenced installation standards for assembly types.
1. Hangers: 48 inches o.c.
m
2. Carrying Channels (Main Runners): 48 inches o.c.
3. Furring Channels (Furring Members): 16 inches o.c.
B. Isolate suspension systems from building structure where they abut or are penetrated by
building structure to prevent transfer of loading imposed by structural movement.
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C. Suspend hangers from building structure as follows:
1. Install hangers plumb and free from contact with insulation or other objects within ceiling
plenum that are not part of supporting structural or suspension system. 0
a. Splay hangers only where required to miss obstructions and offset resulting
horizontal forces by bracing, counter-splaying, or other equally effective means.
2. Where width of ducts and other construction within ceiling plenum produces hanger
spacings that interfere with locations of hangers required to support standard suspension
system members, install supplemental suspension members and hangers in the form of -a
trapezes or equivalent devices.
a. Size supplemental suspension members and hangers to support ceiling loads within
performance limits established by referenced installation standards. 0
3. Wire Hangers: Secure by looping and wire tying, either directly to structures or to inserts, 2
eye screws, or other devices and fasteners that are secure and appropriate for substrate,
and in a manner that will not cause hangers to deteriorate or otherwise fail.
4. Flat Hangers: Secure to structure, including intermediate framing members, by attaching
to inserts, eye screws, or other devices and fasteners that are secure and appropriate for
structure and hanger, and in a manner that will not cause hangers to deteriorate or co
otherwise fail.
5. Do not attach hangers to steel roof deck. ci
6. Do not attach hangers to permanent metal forms. Furnish cast-in-place hanger inserts that N
extend through forms.
7. Do not attach hangers to rolled-in hanger tabs of composite steel floor deck.
8. Do not connect or suspend steel framing from ducts,pipes, or conduit. N
D. Fire-Resistance-Rated Assemblies: Wire tie furring channels to supports.
6
E. Grid Suspension Systems: Attach perimeter wall track or angle where grid suspension systems
meet vertical surfaces. Mechanically join main beam and cross-furring members to each other
and butt-cut to fit into wall track.
c
0
F. Installation Tolerances: Install suspension systems that are level to within 1/8 inch in 12 feet
measured lengthwise on each member that will receive finishes and transversely between
parallel members that will receive finishes.
END OF SECTION 092216
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SECTION 092400 - CEMENT PLASTERING
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0
PART I - GENERAL
E
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY :2
.0
0
A. Section Includes:
1. Exterior vertical plaster-work (stucco). i
2. Exterior horizontal and nonvertical plaster-work(stucco). r`
1.3 ACTION SUBMITTALS co
A. Product Data: For each type of product.
cv
B. Shop Drawings: Show locations and installation of control and expansion joints, including
plans, elevations, sections,details of components, and attachments to other work. z
M
C. Samples for Initial Selection: For each type of factory-prepared finish coat and for each color
m
and texture specified.
0
1.4 DELIVERY, STORAGE, AND HANDLING
A. Store materials inside under cover, and keep them dry and protected against damage from
weather, moisture, direct sunlight, surface contamination, corrosion, construction traffic, and c
other causes.
E
1.5 FIELD CONDITIONS
A. Comply with ASTM C 926 requirements.
B. Exterior Plaster-work:
I. Apply and cure plaster to prevent plaster drying out during curing period.Use procedures
required by climatic conditions, including moist curing, providing coverings, and
providing barriers to deflect sunlight and wind.
2. Apply plaster when ambient temperature is greater than 40 deg F.
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3. Protect plaster coats from freezing for not less than 48 hours after set of plaster coat has
occurred.
c
C. Factory-Prepared Finishes: Comply with manufacturer's written recommendations for c
environmental conditions for applying finishes.
E
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS -�
A. Fire-Resistance Ratings: Where indicated, provide cement plaster assemblies identical to those M
of assemblies tested for fire resistance according to ASTM E 119 by a qualified testing agency.
0
2.2 METAL LATH
i
A. Expanded-Metal Lath: ASTM C 847, cold-rolled carbon-steel sheet with
ASTM A 653/A 653M, G60,hot-dip galvanized-zinc coating.
1. Diamond-Mesh Lath: Self-furring, 3.4 lb/sq.yd.
2. 3/8-Inch Rib Lath: 3.4 lb/sq.yd.
B. Wire-Fabric Lath:
1. Welded-Wire Lath: ASTM C 933; self-furring, 1.95 lb/sq.yd. CD
N
2. Woven-Wire Lath: ASTM C 1032; self-furring,with stiffener wire backing, 1.4 lb/sq.yd.
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C. Paper Backing: FS UU-B-790a, Type I, Grade D, Style 2 vapor-permeable paper.
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1. Provide paper-backed lath unless otherwise indicated at exterior locations. E
6
2.3 ACCESSORIES
A. General: Comply with ASTM C 1063, and coordinate depth of trim and accessories with
thicknesses and number of plaster coats required. c
W
B. Plastic Accessories: Manufactured from high-impact PVC.
1. Corner beads: With perforated flanges.
a. Small nose cornerbead;use unless otherwise indicated.
b. Bullnose cornerbead, radius 3/4-inch minimum; use at locations indicated on
Drawings.
2. Casing Beads: With perforated flanges in depth required to suit plaster bases indicated
and flange length required to suit applications indicated.
a. Square-edge style;use unless otherwise indicated.
b. Bullnose style,radius 3/4-inch minimum; use at locations indicated on Drawings.
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3. Control Joints: One-piece-type, folded pair of unperforated screeds in M-shaped
configuration; with perforated flanges and removable protective tape on plaster face of
control joint.
4. Expansion Joints: Two-piece type, formed to produce slip-joint and square-edged 1/2- c
inch-wide reveal;with perforated concealed flanges.
E
2.4 MISCELLANEOUS MATERIALS
A. Water for Mixing and Finishing Plaster: Potable and free of substances capable of affecting
plaster set or of damaging plaster, lath, or accessories. -a
B. Fiber for Base Coat: Alkaline-resistant glass or polypropylene fibers, 1/2 inch long, free of
contaminants,manufactured for use in cement plaster.
0
C. Bonding Compound: ASTM C 932.
D. Fasteners for Attaching Metal Lath to Substrates: ASTM C 1063. i
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E. Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, not less than 0.0475-inch
diameter unless otherwise indicated. LL°
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2.5 PLASTER MATERIALS CD
CD
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A. Portland Cement: ASTM C 1501C 150M, Type II.
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1. Color for Finish Coats: White.
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B. Masonry Cement: ASTM C 91, Type N. E
0
1. Color for Finish Coats: White. >
C. Plastic Cement: ASTM C 1328.
c
D. Lime: ASTM C 206, Type S; or ASTM C 207, Type S. c
E. Sand Aggregate: ASTM C 897.
E
1. Color for Job-Mixed Finish Coats: White.
F. Perlite Aggregate: ASTM C 35.
G. Ready-Mixed Finish-Coat Plaster: Mill-mixed portland cement, aggregates, coloring agents, and
proprietary ingredients.
1. Color: As selected by Architect from manufacturer's full range.
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2.6 PLASTER MIXES
A. General: Comply with ASTM C 926 for applications indicated.
0
1. Fiber Content: Add fiber to base-coat mixes after ingredients have mixed at least two
minutes. Comply with fiber manufacturer's written instructions for fiber quantities in
mixes,but do not exceed 1 lb of fiber/cu.yd. of cementitious materials.
B. Base-Coat Mixes for Use over Metal Lath: Scratch and brown coats for three-coat plasterwork
as follows:
1. Portland Cement Mixes:
a. Scratch Coat: For cementitious material, mix 1 part portland cement and 3/4 to 1-
1/2 parts lime.Use 2-1/2 to 4 parts aggregate per part of cementitious material. c
b. Brown Coat: For cementitious material, mix 1 part portland cement and 3/4 to 1-
1/2 parts lime. Use 3 to 5 parts aggregate per part of cementitious material,but not
less than volume of aggregate used in scratch coat.
r.
2. Masonry Cement Mixes:
a. Scratch Coat: Mix 1 part masonry cement and 2-1/2 to 4 parts aggregate. CO
C
T_
b. Brown Coat: Mix 1 part masonry cement and 3 to 5 parts aggregate, but not less
than volume of aggregate used in scratch coat. N
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3. Portland and Masonry Cement Mixes:
z
a. Scratch Coat: For cementitious material, mix 1 part portland cement and 1 part N
masonry cement.Use 2-1/2 to 4 parts aggregate per part of cementitious material. 0)
b. Brown Coat: For cementitious material, mix 1 part portland cement and 1 part M
masonry cement. Use 3 to 5 parts aggregate per part of cementitious material, but 6
not less than volume of aggregate used in scratch coat.
4. Plastic Cement Mixes:
c
a. Scratch Coat: Mix 1 part plastic cement and 2-1/2 to 4 parts aggregate. c
b. Brown Coat: Mix 1 part plastic cement and 3 to 5 parts aggregate,but not less than
volume of aggregate used in scratch coat.
E
5. Portland and Plastic Cement Mixes:
a. Scratch Coat: For cementitious material, mix 1 part plastic cement and 1 part
portland cement.Use 2-1/2 to 4 parts aggregate per part of cementitious material.
b. Brown Coat: For cementitious material, mix 1 part plastic cement and 1 part E
portland cement. Use 3 to 5 parts aggregate per part of cementitious material, but U
not less than volume of aggregate used in scratch coat.
C. Base-Coat Mixes for Use over Unit Masonry: Single base (scratch) coat for two-coat
plasterwork on low-absorption plaster bases as follows:
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1. Portland Cement Mix: For cementitious material, mix 1 part portland cement and 0 to 3/4
part lime.Use 2-1/2 to 4 parts aggregate per part of cementitious material.
2. Portland and Masonry Cement Mix: For cementitious material, mix 1 part portland
cement and 1 part masonry cement. Use 2-1/2 to 4 parts aggregate per part of
cementitious material.
3. Plastic Cement Mix: Use 1 part plastic cement and 2-1/2 to 4 parts aggregate. 9
E
D. Base-Coat Mixes for Use over Unit Masonry: Single base (scratch) coat for two-coat
plaster-work on high-absorption plaster bases as follows:
1. Portland Cement Mix: For cementitious material, mix 1 part portland cement and 3/4 to -a
1-1/2 parts lime.Use 2-1/2 to 4 parts aggregate per part of cementitious material.
2. Masonry Cement Mix: Use 1 part masonry cement and 2-1/2 to 4 parts aggregate.
3. Portland and Masonry Cement Mix: For cementitious material, mix 1 part portland
cement and 1 part masonry cement. Use 2-1/2 to 4 parts aggregate per part of 0
cementitious material.
4. Plastic Cement Mix: Use 1 part plastic cement and 2-1/2 to 4 parts aggregate.
i
E. Job-Mixed Finish-Coat Mixes:
1. Portland Cement Mix: For cementitious materials, mix 1 part portland cement and 3/4 to 1-1/2 parts lime.Use 1-1/2 to 3 parts aggregate per part of cementitious material.
2. Masonry Cement Mix: Use 1 part masonry cement and 1-1/2 to 3 parts aggregate.
3. Portland and Masonry Cement Mix: For cementitious materials, mix 1 part portland
cement and 1 part masonry cement. Use 1-1/2 to 3 parts aggregate per part of N
cementitious material.
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4. Plastic Cement Mix: Use 1 part plastic cement and 1-1/2 to 3 parts aggregate.
N
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PART 3 - EXECUTION
6
3.1 EXAMINATION
A. Examine substrates and conditions, with Installer present, for compliance with requirements for 0
installation tolerances and other conditions affecting performance of the Work. e�
B. Proceed with installation only after unsatisfactory conditions have been corrected.
E
3.2 PREPARATION
A. Protect adjacent work from soiling, spattering, moisture deterioration, and other harmful effects
caused by plastering. E
B. Prepare smooth, solid substrates for plaster according to ASTM C 926.
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3.3 INSTALLING METAL LATH
A. Metal Lath: Install according to ASTM C 1063.
0
1. Partition Framing and Vertical Furring: Install flat-diamond-mesh lath.
2. Flat-Ceiling and Horizontal Framing: Install flat-diamond-mesh lath.
3. On Solid Surfaces,Not Otherwise Furred: Install self-furring, diamond-mesh lath.
3.4 INSTALLING ACCESSORIES
A. Install according to ASTM C 1063 and at locations indicated on Drawings.
B. Reinforcement for External(Outside) Corners:
0
1. Install corner bead at exterior locations.
C. Control Joints: Locate as approved by Architect. i
3.5 PLASTER APPLICATION
co
A. General: Comply with ASTM C 926.
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1. Do not deviate more than plus or minus 1/4 inch in 10 feet from a true plane in finished CD
N
plaster surfaces when measured by a 10-foot straightedge placed on surface.
2. Finish plaster flush with metal frames and other built-in metal items or accessories that
act as a plaster ground unless otherwise indicated. Where casing bead does not terminate M
plaster at metal frame, cut base coat free from metal frame before plaster sets and groove
finish coat at junctures with metal.
3. Provide plaster surfaces that are ready to receive field-applied finishes indicated.
B. Bonding Compound: Apply on unit masonry substrates for direct application of plaster.
C. Walls; Base-Coat Mixes for Use over Metal Lath: For scratch and brown coats, for three-coat
plasterwork with 3/4-inch total thickness, as follows: c
1. Portland cement mixes.
2. Masonry cement mixes.
3. Portland and masonry cement mixes.
4. Plastic cement mixes.
5. Portland and plastic cement mixes.
D. Ceilings; Base-Coat Mixes for Use over Metal Lath: For scratch and brown coats, for three-coat m
plasterwork and having 1/2-inch total thickness, as follows:
1. Portland cement mixes.
2. Masonry cement mixes.
3. Portland and masonry cement mixes.
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4. Plastic cement mixes.
5. Portland and plastic cement mixes.
c
E. Walls; Base-Coat Mix: For base (scratch) coat, for two-coat plaster-work and having 3/8-inch c
thickness on masonry, as follows:
1. Portland cement mix.
2. Masonry cement mix.
3. Portland and masonry cement mix.
4. Plastic cement mix.
5. Portland and plastic cement mix. -a
F. Plaster Finish Coats: Apply to provide finish to match existing.
0
3.6 PLASTER REPAIRS
A. Repair or replace work to eliminate cracks, dents, blisters,buckles, crazing and check cracking, i
dry outs, efflorescence, sweat outs, and similar defects and where bond to substrate has failed.
3.7 CLEANING AND PROTECTION co
c
A. Remove temporary protection and enclosure of other work after plastering is complete.
CD
Promptly remove plaster from door frames, windows, and other surfaces not indicated to be
plastered. Repair floors, walls, and other surfaces stained, marred, or otherwise damaged during
plastering. z
FL
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END OF SECTION 092400
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SECTION 092900 - GYPSUM BOARD
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0
PART I - GENERAL
E
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY :2
.0
0
A. Section Includes:
1. Exterior gypsum board for ceilings and soffits. i
B. Related Requirements:
1. Section 092216 "Non-Structural Metal Framing" for non-structural steel framing and
suspension systems that support gypsum board panels. co
2. Section 092400 "Cement Plastering"for stucco finish at soffits.
cv
CD
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1.3 ACTION SUBMITTALS
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A. Product Data: For each type of product.
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B. Samples: For the following products:
0
1. Trim Accessories: Full-size Sample in 12-inch-long length for each trim accessory
indicated.
C. Samples for Initial Selection: For each type of trim accessory indicated.
0
D. Samples for Verification: For the following products:
I. Trim Accessories: Full-size Sample in 12-inch-long length for each trim accessory E
indicated.
1.4 DELIVERY, STORAGE AND HANDLING
A. Store materials inside under cover and keep them dry and protected against weather,
condensation, direct sunlight, construction traffic, and other potential causes of damage. Stack
panels flat and supported on risers on a flat platform to prevent sagging. et
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1.5 FIELD CONDITIONS
A. Environmental Limitations: Comply with ASTM C 840 requirements or gypsum board
manufacturer's written instructions,whichever are more stringent.
B. Do not install paper-faced gypsum panels until installation areas are enclosed and conditioned.
E
C. Do not install panels that are wet, moisture damaged, and mold damaged.
1. Indications that panels are wet or moisture damaged include, but are not limited to,
discoloration, sagging, or irregular shape. -�
2. Indications that panels are mold damaged include, but are not limited to, fuzzy or
splotchy surface contamination and discoloration.
0
PART 2 -PRODUCTS
i
2.1 PERFORMANCE REQUIREMENTS
A. Fire-Resistance-Rated Assemblies: For fire-resistance-rated assemblies, provide materials and
construction identical to those tested in assembly indicated according to ASTM E 119 by an oa
independent testing agency.
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B. STC-Rated Assemblies: For STC-rated assemblies,provide materials and construction identical N
to those tested in assembly indicated according to ASTM E 90 and classified according to
ASTM E 413 by an independent testing agency. et
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2.2 GYPSUM BOARD, GENERAL
0
A. Size: Provide maximum lengths and widths available that will minimize joints in each area and >
that correspond with support system indicated.
c
2.3 EXTERIOR GYPSUM BOARD c
A. Exterior Gypsum Soffit Board: ASTM C 1396/C 1396M,with manufacturer's standard edges.
1. Thickness: 1/2 inch.
E
2. Long Edges: Tapered.
2.4 TRIM ACCESSORIES
m
A. Exterior Trim: ASTM C 1047.
1. Material: Plastic.
2. Shapes:
a. Cornerbead.
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b. Bullnose bead.
C. LC-Bead: J-shaped; exposed long flange receives joint compound.
d. L-Bead: L-shaped; exposed long flange receives joint compound.
e. U-Bead: J-shaped; exposed short flange does not receive joint compound. c
f. Expansion(control)joint.
g. Curved-Edge Cornerbead: With notched or flexible flanges.
E
2.5 JOINT TREATMENT MATERIALS
A. General: Comply with ASTM C 475/C 475M. -a
B. Joint Tape:
I. Exterior Gypsum Soffit Board: Paper.
0
C. Joint Compound for Exterior Applications:
1. Exterior Gypsum Soffit Board: Use setting-type taping compound and setting-type,
sandable topping compound.
2.6 AUXILIARY MATERIALS co
W
A. General: Provide auxiliary materials that comply with referenced installation standards and N
manufacturer's written instructions. N
B. Steel Drill Screws: ASTM C 1002 unless otherwise indicated.
M
1. Use screws complying with ASTM C 954 for fastening panels to steel members from 0)
0.033 to 0.112 inch thick. E
2. For fastening cementitious backer units, use screws of type and size recommended by
panel manufacturer. >
C. Vapor Retarder: As specified in Section 072600 "Vapor Retarders."
c
0
PART 3 - EXECUTION
E
3.1 EXAMINATION
A. Examine areas and substrates including welded hollow-metal frames and support framing, with
Installer present, for compliance with requirements and other conditions affecting performance
of the Work. E
B. Examine panels before installation. Reject panels that are wet, moisture damaged, and mold
damaged.
C. Proceed with installation only after unsatisfactory conditions have been corrected.
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3.2 APPLYING AND FINISHING PANELS, GENERAL
A. Comply with ASTM C 840.
0
B. Install ceiling panels across framing to minimize the number of abutting end joints and to avoid
abutting end joints in central area of each ceiling. Stagger abutting end joints of adjacent panels
not less than one framing member.
C. Install panels with face side out. Butt panels together for a light contact at edges and ends with
not more than 1/16 inch of open space between panels.Do not force into place.
D. Locate edge and end joints over supports, except in ceiling applications where intermediate
supports or gypsum board back-blocking is provided behind end joints. Do not place tapered
edges against cut edges or ends. Stagger vertical joints on opposite sides of partitions. Do not
make joints other than control joints at corners of framed openings.
E. Form control and expansion joints with space between edges of adjoining gypsum panels.
i
F. Cover both faces of support framing with gypsum panels in concealed spaces (above ceilings,
etc.), except in chases braced internally.
w
1. Unless concealed application is indicated or required for sound, fire, air, or smoke
ratings, coverage may be accomplished with scraps of not less than 8 sq. ft. in area.
2. Fit gypsum panels around ducts,pipes, and conduits. N
3. Where partitions intersect structural members projecting below underside of floor/roof N
slabs and decks, cut gypsum panels to fit profile formed by structural members; allow
1/4-to 3/8-inch-wide joints to install sealant. z
M
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G. Isolate perimeter of gypsum board applied to non-load-bearing partitions at structural W
abutments. Provide 1/4- to 1/2-inch-wide spaces at these locations and trim edges with edge :5
trim where edges of panels are exposed. Seal joints between edges and abutting structural 6
surfaces with acoustical sealant.
H. Attachment to Steel Framing: Attach panels so leading edge or end of each panel is attached to W
open(unsupported) edges of stud flanges first. 0
3.3 APPLYING EXTERIOR GYPSUM PANELS FOR CEILINGS AND SOFFITS
E
A. Apply panels perpendicular to supports,with end joints staggered and located over supports.
1. Install with 1/4-inch open space where panels abut other construction or structural
penetrations.
2. Fasten with corrosion-resistant screws.
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3.4 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.
B. Control Joints: Install control joints according to ASTM C 840 and in specific locations
approved by Architect for visual effect.
C. Exterior Trim: Install in the following locations:
0
1. Cornerbead: Use at outside corners.
2. LC-Bead: Use at exposed panel edges.
0
3.5 FINISHING GYPSUM BOARD
A. General: Treat gypsum board joints, interior angles, edge trim, control joints, penetrations, i
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. W
C. Apply joint tape over gypsum board joints, except for trim products specifically indicated as not N
intended to receive tape. N
D. Gypsum Board Finish Levels: Finish panels to levels indicated below and according to
ASTM C 840: M
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1. Level 1: Ceiling plenum areas, concealed areas, and where indicated. E
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3.6 PROTECTION
A. Protect adjacent surfaces from drywall compound and promptly remove from floors and other
non-drywall surfaces. Repair surfaces stained, marred, or otherwise damaged during drywall c
application.
B. Protect installed products from damage from weather, condensation, direct sunlight,
construction, and other causes during remainder of the construction period.
C. Remove and replace panels that are wet, moisture damaged, and mold damaged.
1. Indications that panels are wet or moisture damaged include, but are not limited to, E
discoloration, sagging,or irregular shape.
2. Indications that panels are mold damaged include, but are not limited to, fuzzy or
splotchy surface contamination and discoloration.
END OF SECTION 092900
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SECTION 099113 - EXTERIOR PAINTING
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PART I - GENERAL
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1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY :2
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A. Section includes surface preparation and the application of paint systems on the following
exterior substrates:
1. Plastic Trim Fabrication Substrates i
2. Portland cement plaster(stucco)
3. Metal Substrates at exterior canopy structures.
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1.3 DEFINITIONS
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A. MPI Gloss Level 1: Not more than five units at 60 degrees and 10 units at 85 degrees, according CD
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to ASTM D 523.
B. MPI Gloss Level 3: 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees, according to
ASTM D 523.
C. MPI Gloss Level 4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees, 0
according to ASTM D 523. >
D. MPI Gloss Level 5: 35 to 70 units at 60 degrees, according to ASTM D 523.
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E. MPI Gloss Level 6: 70 to 85 units at 60 degrees, according to ASTM D 523. c
F. MPI Gloss Level 7: More than 85 units at 60 degrees, according to ASTM D 523. S
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1.4 ACTION SUBMITTALS
A. Product Data: For each type of product. Include preparation requirements and application
instructions.
I. Include printout of current "MPI Approved Products List" for each product category
specified,with the proposed product highlighted.
2. Indicate VOC content.
B. Samples for Initial Selection: For each type of topcoat product.
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C. Samples for Verification: For each type of paint system and each color and gloss of topcoat.
1. Submit Samples on rigid backing, 8 inches square.
2. Apply coats on Samples in steps to show each coat required for system. W
3. Label each coat of each Sample.
4. Label each Sample for location and application area.
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D. Product List: Cross-reference to paint system and locations of application areas. Use same
designations indicated on Drawings and in schedules. Include color designations.
1.5 MAINTENANCE MATERIAL SUBMITTALS
A. Furnish extra materials that match products installed and that are packaged with protective
covering for storage and identified with labels describing contents. 0
1. Paint: 5 percent,but not less than 1 gal.of each material and color applied.
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1.6 DELIVERY, STORAGE, AND HANDLING
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A. Store materials not in use in tightly covered containers in well-ventilated areas with ambient co
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temperatures continuously maintained at not less than 45 deg F.
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1. Maintain containers in clean condition, free of foreign materials and residue. N
2. Remove rags and waste from storage areas daily.
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1.7 FIELD CONDITIONS 0)
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A. Apply paints only when temperature of surfaces to be painted and ambient air temperatures are
between 50 and 95 deg F. >
B. Do not apply paints in rain, fog, or mist; when relative humidity exceeds 85 percent; at
temperatures less than 5 deg F above the dew point; or to damp or wet surfaces.
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PART 2 - PRODUCTS
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2.1 MANUFACTURERS
A. Sherwin Williams
B. Benjamin Moore
C. Lanco
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2.2 PAINT, GENERAL
A. MPI Standards: Products shall comply with MPI standards indicated and shall be listed in its
"MPI Approved Products Lists." W
B. Material Compatibility:
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1. Materials for use within each paint system shall be compatible with one another and
substrates indicated, under conditions of service and application as demonstrated by
manufacturer,based on testing and field experience.
2. For each coat in a paint system, products shall be recommended in writing by topcoat -a
manufacturers for use in paint system and on substrate indicated.
C. Colors: As selected by Architect from manufacturer's full range.
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1. Ten percent of surface area will be painted with deep tones.
D. Paints and Coatings.
1. Unless otherwise indicated,provide factory-mixed coatings. When required, mix coatings
to correct consistency in accordance with manufacturer's instructions before application.
Do not reduce, thin, or dilute coatings or add materials to coatings unless such procedure
is specifically described in manufacturer's product instructions.
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2. For opaque finishes, tint each coat including primer coat and intermediate coats, one-half ci
shade lighter than succeeding coat, with final finish coat as base color. Or follow
manufactures product instructions for optimal color conformance. z
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PART 3 - EXECUTION
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3.1 EXAMINATION
A. Examine substrates and conditions, with Applicator present, for compliance with requirements
for maximum moisture content and other conditions affecting performance of the Work. W
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B. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter S
as follows:
1. Portland Cement Plaster: 12 percent.
C. Portland Cement Plaster Substrates: Verify that plaster is fully cured.
D. Verify suitability of substrates, including surface conditions and compatibility, with existing E
finishes and primers.
E. Proceed with coating application only after unsatisfactory conditions have been corrected.
1. Application of coating indicates acceptance of surfaces and conditions.
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3.2 PREPARATION
A. Comply with manufacturer's written instructions and recommendations in "MPI Architectural
Painting Specification Manual" applicable to substrates and paint systems indicated. W
B. Remove hardware, covers,plates, and similar items already in place that are removable and are 9
not to be painted. If removal is impractical or impossible because of size or weight of item,
provide surface-applied protection before surface preparation and painting.
1. After completing painting operations, use workers skilled in the trades involved to
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reinstall items that were removed. Remove surface-applied protection.
C. Clean substrates of substances that could impair bond of paints, including dust, dirt, oil, grease,
and incompatible paints and encapsulants.
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I. Remove incompatible primers and re-prime substrate with compatible primers or apply
tie coat as required to produce paint systems indicated.
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D. Plastic Trim Fabrication Substrates: Remove dust, dirt, and other foreign material that might
impair bond of paints to substrates.
E. Steel Substrates: Remove rust, loose mill scale, and shop primer if any. Clean using methods
recommended in writing by paint manufacturer.
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F. Stucco: Must be clean and free of any loose stucco. If recommended procedures for applying N
stucco are followed, and normal drying conditions prevail, the surface may be painted in 30
days. The pH of the surface should be between 6 and 9, unless the products are designed to be z
used in high pH environments such as Loxon. N
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3.3 APPLICATION 0
A. Apply paints according to manufacturer's written instructions and recommendations in "MPI
Architectural Painting Specification Manual."
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1. Use applicators and techniques suited for paint and substrate indicated. c
2. Paint surfaces behind movable items same as similar exposed surfaces. Before final
installation,paint surfaces behind permanently fixed items with prime coat only.
3. Paint both sides and edges of exterior doors and entire exposed surface of exterior door
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frames.
4. Paint entire exposed surface of window frames and sashes.
5. Do not paint over labels of independent testing agencies or equipment name,
identification,performance rating, or nomenclature plates.
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6. Primers specified in painting schedules may be omitted on items that are factory primed
or factory finished if acceptable to topcoat manufacturers.
B. Tint undercoats same color as top coat, but tint each undercoat a lighter shade to facilitate
identification of each coat if multiple coats of same material are to be applied.Provide sufficient
difference in shade of undercoats to distinguish each separate coat.
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C. If undercoats or other conditions show through topcoat, apply additional coats until cured film
has a uniform paint finish, color, and appearance.
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D. Apply paints to produce surface films without cloudiness, spotting, holidays, laps,brush marks, c
roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color
breaks.
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3.4 FIELD QUALITY CONTROL
A. Dry Film Thickness Testing: Owner may engage the services of a qualified testing and
inspecting agency to inspect and test paint for dry film thickness.
1. Contractor shall touch up and restore painted surfaces damaged by testing.
2. If test results show that dry film thickness of applied paint does not comply with paint c
manufacturer's written recommendations, Contractor shall pay for testing and apply S
additional coats as needed to provide dry film thickness that complies with paint 2
manufacturer's written recommendations.
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3.5 CLEANING AND PROTECTION
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A. At end of each workday, remove rubbish, empty cans, rags, and other discarded materials from
Project site. N
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B. After completing paint application, clean spattered surfaces. Remove spattered paints by
washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces.
C. Protect work of other trades against damage from paint application. Correct damage to work of
other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and E
leave in an undamaged condition. Z
D. At completion of construction activities of other trades, touch up and restore damaged or
defaced painted surfaces.
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E. Touch-up damaged coatings after substantial completion, following manufacturer's c
recommendation for touch up or repair of damaged coatings. Repair any defects that will hinder ru
the performance of the coatings. S
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3.6 EXTERIOR PAINTING SCHEDULE
A. Plastic Trim Fabrication Substrates:
1. Latex System:
a. Prime Coat: Primer,bonding,water based.
b. Intermediate Coat: Latex, exterior, matching topcoat.
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C. Topcoat: Latex, exterior, flat(MPI Gloss Level 1).
B. Portland Cement Plaster Substrates:
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1. Latex System:
a. Prime Coat: Latex, exterior, matching topcoat.
b. Intermediate Coat: Latex exterior, matching topcoat.
C. Topcoat: Latex, exterior, flat(MPI Gloss Level 1). -�
C. Metal Substrates at exterior canopy structures:
1. Latex System (Basis of Design): 0
a. Spot Prime: Sherwin Williams Macropoxy 920 Pre-Prime Penetrating Epoxy Pre-
Primer, B58T101/B58V10 (1.5 —2.0 dry mils). i
b. Intermediate Coat: Sherwin William Kem Bond HS Primer, B50WZ0004 (1.9-5.0
dry mils).
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C. Top coats: Sherwin Williamt Sher-Cryl HPA High Performance Acrylic, Gloss,
B66 Series(2.2-3.7 dry mils per coat),two (2) coats.
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SECTION 133100—FABRIC SHADES STRUCTURES
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PART I - GENERAL
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1.1 SUMMARY
A. The shade structure contractor shall be responsible for the design, engineering, fabrication, and
supply of the work specified herein. -�
1.2 REFERENCES
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A. Work shall comply with the latest edition of the following Codes and Standards:
1. Florida Building Code (FBC). i
2. Florida Fire Prevention Code(FFPC).
3. ASCE 7 -Minimum Design Loads for Buildings and other Structures.
4. NFPA 701 - Standard Methods of Fire Tests for Flame Propagation of Textiles and Films.
5. ASTM E-84 - Standard Test Method for Surface Burning Characteristics of Building co
Materials.
6. ASTM A-123 — Standard Specifications for Zinc (Hot-Dipped Galvanized) Coatings on N
Iron and Steel Products.
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7. AWS D1.1 Structural Welding Code—Steel.
8. AWS D.I Electrodes, Class E70XX, Low Hydrogen. z
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1.3 QUALITY ASSURANCE E
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A. Installer Qualifications. >
1. A firm with a minimum of 5-years of experience in installing shade structures that can
supply a minimum of 10 references of completed projects in South Florida, preferably 5-
years or more in age, that are similar in size, design and complexity to this project. Each c
project listed as reference shall contain the client's name, a person to contact and a phone ru
number. —
2. The installer shall supply a letter from the proposed shade structure manufacturer
certifying that the installer has a workforce trained in installing its product, that the
installer's work is of good quality, and that installer is approved by the manufacturer.
1.4 SUBMITTALS E
A. Prior to start of work,provide A/E the following documents for their review and approval:
1. Qualifications of shade structure manufacturer.
2. Qualifications of shade structure installer as specified herein.
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3. Detailed fabrication and erection drawings showing all connections, fabric type and
grade, slope of structure and dimensions.
4. Reflected ceiling plan of canopy area illustrating extent of shade fabric, dimensions,etc.
5. Calculations signed and sealed by a State of Florida Registered Engineer with experience
in designing fabric shade structures, demonstrating compliance with Florida Building
Code (FBC) -ASCE 7.
6. Text of Special Warranties on letterheads of shade structure assembly installer and shade
structure manufacturer.
7. Certification that shade fabric meets or exceeds Class A fire retardant per NFPA 701. e®
8. Certification that fabric contains lead-free pigment(s). ,
9. Provide A/E color palette for fabric and powder-coatings for their selection and approval.
10. Once the design submittals as stated herein have been approved by the A/E, provide two
12 inch x 12 inch pieces of shade fabric in color selected by A/E for their approval.
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1.5 WARRANTY
A. The Contractor shall provide a non-prorated warranty for the entire shade structure assembly. i
The warranty shall name the installer of the shade structure as the entity issuing the warranty to
the benefit of the owner.B. Warranty shall include all labor, materials, equipment necessary to repair/replace defective work co
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and/or materials to the satisfaction of the owner. Warranty shall include but not be limited to the
following:
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1. Replacement of defective fabric and stitching showing signs of rot, embrittlement,
cracking, tearing, mold, mildew, shrinkage or significant color change. z
2. Repair/replacement of supports and steel showing signs of deterioration, excessive N
rusting,or corrosion.
C. Warranty period for the work shall be as follows: c
1. Fabric materials including stitching: 10 years from the date of Substantial Completion.
2. Steel structure: 20 years from the date of Substantial Completion. e�
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PART 2 - PRODUCTS
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2.1 GENERAL
A. Design and manufacture the shade product to the most exacting specifications.
B. The shaded structure system, including but not limited to the structural steel framing, fastening
system, fabric, etc., shall be engineered to meet or exceed the requirements of the FBC - ASCE
7.
1. For structures with non-removable canopy membrane, use Risk Category II, Exposure
"D",with minimum wind speed per FBC—Chapter 16 - Structural Design.
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C. Packaging: Wrap all metal items to protect the powder coat finish during shipping.
D. Fabric Fastening System:
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1. Provide a Fastening System with a factory-installed device at each roof rafter corner.
2. The fastening device should feature a concealed mechanism.
3. Provide zinc-plated copper cable fasteners for maximum corrosion resistance.
4. Attach fabric to frame using a properly sized fasteners. Provide a system to adjust the
tension on the fabric,which staff controls with the proper tool supplied by the vendor.
5. Provide a locking cap at the end of each rafter with a vandal-resistant bolt (special
wrench provided by the manufacturer) to prevent unauthorized access to the fastening
device mechanism.
6. Provide instructional video DVD on handling the shade structure, exact procedure for
removing, and re-attaching canopy using an actual shade structure in the field.
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E. Shade Fabric:
1. Shade fabric shall be vinyl laminated on a woven synthetic fabric, similar to Herculite
Patio 500 or approved equal.
2. Fabric shall meet NFPA 701, 99 Test Method 2 and ASTM E-84 Class A Fire Ratings.
3. All hems and seams shall be double rowlock stitched using exterior grade UV- stabilized LL°
polyethylene sewing thread. co
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4. All fabric panel corners/attachment points shall be reinforced with a double layer of
heavy duty 2-inch webbing. cv
5. Fabric Weight: 17.5 oz.per lineal yard.
F. Manufacturers:
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1. Shade FLA. W
2. Shade Systems Inc. :5
3. USA Shade and Fabric Structures. c
4. Other Manufacturers with product of equal quality and performance as approved by A/E.
PART 3 - EXECUTION
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3.1 INSTALLATION
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A. Installations of shade structure(s) by an installer who shall comply with the manufacturer's
instructions for assembly, installation, and erection,per approved drawings.
B. The site shall be free of construction debris upon the completion of the project.
3.2 TRAINING
A. Upon substantial completion of the work, provide owner selected personnel, hands-on training
on the proper removal and reinstallation of the shade fabric.
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END OF SECTION 133100
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SECTION 260519 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES
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PART I - GENERAL
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1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY :2
.0
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A. This Section includes the following:
1. Building wires and cables rated 600 V and less. i
2. Connectors, splices, and terminations rated 600 V and less. r`
3. Sleeves and sleeve seals for cables.
1.3 SUBMITTALS
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A. Product Data: For each type of product indicated.
B. Qualification Data: For testing agency.
C. Field quality-control test reports.
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1.4 QUALITY ASSURANCE
A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, w
Article 100 by a testing agency acceptable to authorities having jurisdiction and marked for
intended use. 0
B. Comply with NFPA 70.
1.5 COORDINATION
A. Set sleeves in cast-in-place concrete, masonry walls, and other structural components as they
are constructed.
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PART 2 - PRODUCTS
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2.1 CONDUCTORS AND CABLES c
A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering
products that may be incorporated into the Work include,but are not limited to, the following:
B. Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
1. American Insulated Wire Corp.; a Leviton Company.
2. General Cable Corporation.
3. Senator Wire & Cable Company.
4. Southwire Company.
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C. Copper Conductors: Comply with NEMA WC 70.
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D. Conductor Insulation: Comply with NEMA WC 70 for Types THHN-THWN and XHHW.
E. Multiconductor Cable: Comply with NEMA WC 70 for metal-clad cable, Type MC with >'
ground wire. oo
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2.2 CONNECTORS AND SPLICES N
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A. Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
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1. AFC Cable Systems,Inc. E
2. Hubbell Power Systems, Inc. 2
3. O-Z/Gedney; EGS Electrical Group LLC. c
4. 3M; Electrical Products Division.
5. Tyco Electronics Corp.
B. Description: Factory-fabricated connectors and splices of size, ampacity rating, material, type, 0
and class for application and service indicated.
PART 3 - EXECUTION
3.1 CONDUCTOR MATERIAL APPLICATIONS
A. Feeders: Copper. Solid for No. 10 AWG and smaller; stranded for No. 8 AWG and larger.
B. Branch Circuits: Copper. Solid for No. 10 AWG and smaller; stranded for No. 8 AWG and
larger.
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3.2 CONDUCTOR INSULATION AND MULTICONDUCTOR CABLE APPLICATIONS AND
WIRING METHODS
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A. Service Entrance: Type XHHW, single conductors in raceway. c
B. Exposed Feeders: Type THHN-THWN, single conductors in raceway.
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C. Feeders Concealed in Concrete, below Slabs-on-Grade, and Underground: Type THHN-
THWN, single conductors in raceway.
D. Branch Circuits Concealed in Ceilings, Walls, and Partitions: Type THHN-THWN, single -�
conductors in raceway or Metal-clad cable, Type.
E. Branch Circuits Concealed in Concrete, below Slabs-on-Grade, and Underground:
Type THHN-THWN, single conductors in raceway. c
F. Class 1 Control Circuits: Type THHN-THWN, in raceway.
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3.3 INSTALLATION OF CONDUCTORS AND CABLES
A. Conceal cables in finished walls, ceilings, and floors,unless otherwise indicated.
B. Use manufacturer-approved pulling compound or lubricant where necessary; compound used N
must not deteriorate conductor or insulation. Do not exceed manufacturer's recommended
maximum pulling tensions and sidewall pressure values.
C. Use pulling means,including fish tape, cable,rope, and basket-weave wire/cable grips, that will
not damage cables or raceway.
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D. Install exposed cables parallel and perpendicular to surfaces of exposed structural members, and 0
follow surface contours where possible. >
E. Identify and color-code conductors and cables according to Division 26 Section "Identification
for Electrical Systems."
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3.4 CONNECTIONS
E
A. Tighten electrical connectors and terminals according to manufacturer's published torque-
tightening values. If manufacturer's torque values are not indicated, use those specified in
UL 486A and UL 486B.
B. Make splices and taps that are compatible with conductor material and that possess equivalent E
or better mechanical strength and insulation ratings than un-spliced conductors.
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3.5 SLEEVE INSTALLATION FOR ELECTRICAL PENETRATIONS
A. Concrete Slabs and Walls: Install sleeves for penetrations unless core-drilled holes or formed
openings are used. Install sleeves during erection of slabs and walls. c
B. Use pipe sleeves unless penetration arrangement requires rectangular sleeved opening.
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C. Fire-Rated Assemblies: Install sleeves for penetrations of fire-rated floor and wall assemblies
unless openings compatible with firestop system used are fabricated during construction of floor
or wall.
D. Cut sleeves to length for mounting flush with both wall surfaces.
E. Size pipe sleeves to provide 1/4-inch annular clear space between sleeve and cable unless sleeve
seal is to be installed. c
F. Seal space outside of sleeves with grout for penetrations of concrete and masonry.
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G. Interior Penetrations of Non-Fire-Rated Walls and Floors: Seal annular space between sleeve
and cable,using joint sealant appropriate for size, depth, and location of joint.
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H. Fire-Rated-Assembly Penetrations: Maintain indicated fire rating of walls, partitions, ceilings, 00
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and floors at cable penetrations.
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I. Aboveground Exterior-Wall Penetrations: Seal penetrations using sleeves and mechanical
sleeve seals. Size sleeves to allow for 1-inch annular clear space between pipe and sleeve for
installing mechanical sleeve seals. z
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J. Underground Exterior-Wall Penetrations: Install cast-iron "wall pipes" for sleeves. Size
sleeves to allow for 1-inch annular clear space between cable and sleeve for installing E
mechanical sleeve seals.
3.6 SLEEVE-SEAL INSTALLATION
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A. Install to seal underground exterior-wall penetrations. c
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B. Use type and number of sealing elements recommended by manufacturer for cable material and
size. Position cable in center of sleeve. Assemble mechanical sleeve seals and install in annular
space between cable and sleeve. Tighten bolts against pressure plates that cause sealing
elements to expand and make watertight seal.
3.7 FIRESTOPPING E
A. Apply firestopping to electrical penetrations of fire-rated floor and wall assemblies to restore
original fire-resistance rating of assembly according to Division 07 Section "Penetration
Firestopping."
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3.8 FIELD QUALITY CONTROL
A. Perform tests and inspections and prepare test reports.
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B. Tests and Inspections:
1. After installing conductors and cables and before electrical circuitry has been energized,
test feeder conductors for compliance with requirements.
2. Perform each visual and mechanical inspection and electrical test stated in NETA
Acceptance Testing Specification. Certify compliance with test parameters. -�
C. Test Reports: Prepare a written report to record the following:
I. Test procedures used. c
2. Test results that comply with requirements.
3. Test results that do not comply with requirements and corrective action taken to achieve
compliance with requirements.
D. Remove and replace malfunctioning units and retest as specified above.
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SECTION 260526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS
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PART I - GENERAL
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1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY :2
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A. This Section includes methods and materials for grounding systems and equipment.
I. Underground distribution grounding.
2. Common ground bonding with lightning protection system.
1.3 SUBMITTALS
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A. Product Data: For each type of product indicated.
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B. Other Informational Submittals: Plans showing dimensioned as-built locations of grounding
features specified in Part 3 "Field Quality Control" Article,including the following:
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1. Ground rods.
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C. Qualification Data: For testing agency and testing agency's field supervisor.
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D. Field quality-control test reports. >
E. Operation and Maintenance Data: For grounding to include the following in emergency,
operation, and maintenance manuals:
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1. Instructions for periodic testing and inspection of grounding features at grounding
connections based on NFPA 70B.
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a. Tests shall be to determine if ground resistance or impedance values remain within
specified maximums, and instructions shall recommend corrective action if they do s
not.
b. Include recommended testing intervals.
1.4 QUALITY ASSURANCE
A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70,
Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for
intended use.
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B. Comply with UL 467 for grounding and bonding materials and equipment.
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PART 2 - PRODUCTS c
2.1 CONDUCTORS
A. Insulated Conductors: Copper or tinned-copper wire or cable insulated for 600 V unless
otherwise required by applicable Code or authorities having jurisdiction.
B. Bare Copper Conductors:
1. Solid Conductors: ASTM B 3.
2. Stranded Conductors: ASTM B 8. 0
3. Tinned Conductors: ASTM B 33.
4. Bonding Cable: 28 kcmil, 14 strands of No. 17 AWG conductor, 1/4 inch in diameter.
5. Bonding Conductor: No. 4 or No. 6 AWG, stranded conductor. i
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C. Bare Grounding Conductor and Conductor Protector for Wood Poles:
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I. No. 4 AWG minimum, soft-drawn copper. co
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2. Conductor Protector: Half-round PVC or wood molding. If wood, use pressure-treated
fir or cypress or cedar. N
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2.2 CONNECTORS
A. Listed and labeled by a nationally recognized testing laboratory acceptable to authorities having
jurisdiction for applications in which used, and for specific types, sizes, and combinations of E
conductors and other items connected.
B. Bolted Connectors for Conductors and Pipes: Copper or copper alloy, bolted pressure-type,
with at least two bolts.
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1. Pipe Connectors: Clamp type, sized for pipe. c
C. Welded Connectors: Exothermic-welding kits of types recommended by kit manufacturer for
materials being joined and installation conditions.
2.3 GROUNDING ELECTRODES
A. Ground Rods: Copper-clad; 3/4-inch by 10 feet in diameter.
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PART 3 - EXECUTION
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3.1 APPLICATIONS c
A. Conductors: Install solid conductor for No. 8 AWG and smaller, and stranded conductors for
No. 6 AWG and larger, unless otherwise indicated.
B. Underground Grounding Conductors: Install bare tinned-copper conductor, No. 2/0 AWG
minimum.
1. Bury at least 24 inches below grade.
2. Duct-Bank Grounding Conductor: Bury 12 inches above duct bank when indicated as
part of duct-bank installation.
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C. Conductor Terminations and Connections:
1. Pipe and Equipment Grounding Conductor Terminations: Bolted connectors. i
2. Underground Connections: Welded connectors, except as otherwise indicated.
3. Connections to Ground Rods: Bolted connectors.
4. Connections to Structural Steel: Welded connectors.
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3.2 GROUNDING UNDERGROUND DISTRIBUTION SYSTEM COMPONENTS CD
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A. Comply with IEEE C2 grounding requirements.
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B. Grounding Manholes and Handholes: Install a driven ground rod through manhole or handhole
floor, close to wall, and set rod depth so 4 inches will extend above finished floor. If necessary, W
install ground rod before manhole is placed and provide No. 1/0 AWG bare, tinned-copper E
conductor from ground rod into manhole through a waterproof sleeve in manhole wall. Protect
ground rods passing through concrete floor with a double wrapping of pressure-sensitive
insulating tape or heat-shrunk insulating sleeve from 2 inches above to 6 inches below concrete.
Seal floor opening with waterproof,non-shrink grout.
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3.3 EQUIPMENT GROUNDING
A. Install insulated equipment grounding conductors with all feeders and branch circuits.
B. Install insulated equipment grounding conductors with the following items, in addition to those
required by NFPA 70:
1. Feeders and branch circuits.
2. Lighting circuits.
3. Flexible raceway runs.
4. Armored and metal-clad cable runs.
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C. Isolated Equipment Enclosure Circuits: For designated equipment supplied by a branch circuit
or feeder, isolate equipment enclosure from supply circuit raceway with a nonmetallic raceway
fitting listed for the purpose. Install fitting where raceway enters enclosure and install a
separate insulated equipment grounding conductor. Isolate conductor from raceway and from W
panelboard grounding terminals. Terminate at equipment grounding conductor terminal of the
applicable derived system or service,unless otherwise indicated.
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D. Metal and Wood Poles Supporting Outdoor Lighting Fixtures: Install grounding electrode and a
separate insulated equipment grounding conductor in addition to grounding conductor installed
with branch-circuit conductors.
3.4 INSTALLATION
A. Grounding Conductors: Route along shortest and straightest paths possible, unless otherwise 0
indicated or required by Code. Avoid obstructing access or placing conductors where they may
be subjected to strain,impact, or damage.
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B. Ground Rods: Drive rods until tops are 2 inches below finished floor or final grade, unless
otherwise indicated.
1. Interconnect ground rods with grounding electrode conductor below grade and as co
otherwise indicated. Make connections without exposing steel or damaging coating, if
any. N
2. For grounding electrode system, install at least three rods spaced at least one-rod length N
from each other and located at least the same distance from other grounding electrodes,
and connect to the service grounding electrode conductor. z
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C. Bonding Jumpers: Install in locations accessible for inspection and maintenance, except where a)
routed through short lengths of conduit. :5
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1. Bonding to Structure: Bond straps directly to basic structure, taking care not to penetrate
any adjacent parts.
2. Bonding to Equipment Mounted on Vibration Isolation Hangers and Supports: Install so
vibration is not transmitted to rigidly mounted equipment.
3. Use exothermic-welded connectors for outdoor locations, but if a disconnect-type e�
connection is required,use a bolted clamp.
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3.5 FIELD QUALITY CONTROL
A. Perform the following tests and inspections and prepare test reports:
1. After installing grounding system but before permanent electrical circuits have been
energized, test for compliance with requirements.
2. Test completed grounding system at each location where a maximum ground-resistance
level is specified, at service disconnect enclosure grounding terminal, at individual
ground rods. Make tests at ground rods before any conductors are connected.
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a. Measure ground resistance not less than two full days after last trace of
precipitation and without soil being moistened by any means other than natural
drainage or seepage and without chemical treatment or other artificial means of
reducing natural ground resistance.
b. Perform tests by fall-of-potential method according to IEEE 81.
3. Prepare dimensioned drawings locating each test well, ground rod and ground rod
assembly, and other grounding electrodes. Identify each by letter in alphabetical order,
and key to the record of tests and observations. Include the number of rods driven and
their depth at each location and include observations of weather and other phenomena
that may affect test results. Describe measures taken to improve test results.
B. Report measured ground resistances that exceed the following values:
1. Power and Lighting Equipment or System with Capacity 500 kVA and Less: 10 ohms. 0
2. Power and Lighting Equipment or System with Capacity 500 to 1000 kVA: 5 ohms.
3. Power and Lighting Equipment or System with Capacity More Than 1000 kVA 3 ohms.
4. Manhole Grounds: 10 ohms.
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C. Excessive Ground Resistance: If resistance to ground exceeds specified values,notify Architect >_
promptly and include recommendations to reduce ground resistance. !i
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END OF SECTION 260526
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SECTION 260533 - RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS
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PART I - GENERAL
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1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY :2
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A. This Section includes raceways, fittings,boxes, enclosures, and cabinets for electrical wiring.
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1.3 DEFINITIONS r
A. EMT: Electrical metallic tubing.
B. FMC: Flexible metal conduit.
C. LFNC: Liquid tight flexible nonmetallic conduit. CD
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D. RNC: Rigid nonmetallic conduit.
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1.4 SUBMITTALS E
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A. Product Data: For surface raceways, wireways and fittings, floor boxes, hinged-cover
enclosures, and cabinets.
B. Shop Drawings: For the following raceway components. Include plans, elevations, sections,
details, and attachments to other work. 0
1. Custom enclosures and cabinets.
2. For handholes and boxes for underground wiring,including the following:
a. Duct entry provisions,including locations and duct sizes.
b. Frame and cover design.
C. Grounding details.
d. Dimensioned locations of cable rack inserts, and pulling-in and lifting irons.
e. Joint details.
C. Manufacturer Seismic Qualification Certification: Submit certification that enclosures and
cabinets and their mounting provisions, including those for internal components include the
following:
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1. Basis for Certification: Indicate whether withstand certification is based on actual test of
assembled components or on calculation.
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a. The term "withstand" means "the cabinet or enclosure will remain in place without c
separation of any parts when subjected to the seismic forces and the unit will retain
its enclosure characteristics, including its interior accessibility, after the seismic
event.
2. Dimensioned Outline Drawings of Equipment Unit: Identify center of gravity and locate
and describe mounting and anchorage provisions.
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3. Detailed description of equipment anchorage devices on which the certification is based
and their installation requirements.
D. Source quality-control test reports.
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1.5 QUALITY ASSURANCE
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A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70,
Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for
intended use.
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B. Comply with NFPA 70.
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PART 2 -PRODUCTS
2.1 METAL CONDUIT AND TUBING W
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2
A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering 0
products that may be incorporated into the Work include,but are not limited to, the following: >
B. Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
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1. AFC Cable Systems,Inc.
2. Alflex Inc. —
3. Allied Tube & Conduit; a Tyco International Ltd. Co.
4. Anamet Electrical, Inc.; Anaconda Metal Hose.
5. Electri-Flex Co.
6. O-Z Gedney; a unit of General Signal.
7. Wheatland Tube Company.
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C. Rigid Steel Conduit: ANSI C80.1.
D. EMT: ANSI C80.3.
E. FMC: Zinc-coated steel or aluminum.
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F. LFMC: Flexible steel conduit with PVC jacket.
G. Fittings for Conduit (Including all Types and Flexible and Liquidtight), EMT, and Cable:
NEMA FB 1; listed for type and size raceway with which used, and for application and
environment in which installed.
1. Fittings for EMT: Steel, set-screw type.
H. Joint Compound for Rigid Steel Conduit: Listed for use in cable connector assemblies, and
compounded for use to lubricate and protect threaded raceway joints from corrosion and
enhance their conductivity.
2.2 NONMETALLIC CONDUIT AND TUBING
A. Manufacturers: Subject to compliance with requirements, provide products by one of the C
following:
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1. AFC Cable Systems,Inc.
2. CANTEX Inc.
3. CertainTeed Corp.; Pipe &Plastics Group.
4. Condux International,Inc. oo
5. Lamson & Sessions; Carlon Electrical Products.
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B. RNC: NEMA TC 2, Type EPC-40-PVC,unless otherwise indicated. `D
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C. LFNC: UL 1660.
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D. Fittings for ENT and RNC: NEMA TC 3; match to conduit or tubing type and material. N
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E. Fittings for LFNC: UL 514B. 2
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2.3 BOXES, ENCLOSURES, AND CABINETS
A. Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
1. Cooper Crouse-Hinds; Div.of Cooper Industries, Inc.
2. EGS/Appleton Electric.
3. Erickson Electrical Equipment Company.
4. Hoffman. �
5. Hubbell Incorporated; Killark Electric Manufacturing Co. Division.
6. Spring City Electrical Manufacturing Company.
B. Sheet Metal Outlet and Device Boxes: NEMA OS 1.
C. Cast-Metal Outlet and Device Boxes: NEMA FB 1, ferrous alloy, Type FD, with gasketed
cover.
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D. Small Sheet Metal Pull and Junction Boxes: NEMA OS 1.
E. Cast-Metal Access, Pull, and Junction Boxes: NEMA FB 1, galvanized, cast iron with gasketed
cover. c
F. Hinged-Cover Enclosures: NEMA 250, Type 1, with continuous-hinge cover with flush latch,
unless otherwise indicated.
1. Metal Enclosures: Steel, finished inside and out with manufacturer's standard enamel.
G. Cabinets: -�
1. NEMA 250, Type 1, galvanized-steel box with removable interior panel and removable
front, finished inside and out with manufacturer's standard enamel.
2. Hinged door in front cover with flush latch and concealed hinge. c
3. Key latch to match panelboards.
4. Metal barriers to separate wiring of different systems and voltage.
5. Accessory feet where required for freestanding equipment.
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2.4 SLEEVES FOR RACEWAYS
A. Steel Pipe Sleeves: ASTM A 53/A 53M, Type E, Grade B, Schedule 40, galvanized steel,plain
ends.
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B. Cast-Iron Pipe Sleeves: Cast or fabricated "wall pipe," equivalent to ductile-iron pressure pipe,
with plain ends and integral waterstop,unless otherwise indicated. z
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C. Sleeves for Rectangular Openings: Galvanized sheet steel with minimum 0.052- or 0.138-inch a)
thickness as indicated and of length to suit application. E
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2.5 SOURCE QUALITY CONTROL FOR UNDERGROUND ENCLOSURES
A. Handhole and Pull-Box Prototype Test: Test prototypes of handholes and boxes for compliance
with SCTE 77. Strength tests shall be for specified tier ratings of products supplied. W
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1. Tests of materials shall be performed by an independent testing agency. S
2. Strength tests of complete boxes and covers shall be by either an independent testing
agency or manufacturer. A qualified registered professional engineer shall certify tests
by manufacturer.
3. Testing machine pressure gages shall have current calibration certification complying
with ISO 9000 and ISO 10012, and traceable to NIST standards.
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PART 3 - EXECUTION
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3.1 RACEWAY APPLICATION c
A. Outdoors: Apply raceway products as specified below,unless otherwise indicated:
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1. Exposed Conduit: Rigid steel conduit.
2. Concealed Conduit, Aboveground: EMT.
3. Underground Conduit: RNC, Type EPC-40-PVC, direct buried.
4. Connection to Vibrating Equipment (Including Transformers and Hydraulic, Pneumatic, -�
Electric Solenoid, or Motor-Driven Equipment): LFNC.
5. Boxes and Enclosures, Aboveground: NEMA 250, Type 3R.
6. Application of Handholes and Boxes for Underground Wiring:
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a. Handholes and Pull Boxes in Driveway, Parking Lot, and Off-Roadway Locations, 1-
Subject to Occasional, Nondeliberate Loading by Heavy Vehicles: Polymer
concrete with polymer-concrete frame and cover, SCTE 77, Tier 15 structural load
rating.
b. Handholes and Pull Boxes in Sidewalk and Similar Applications with a Safety >_
Factor for Nondeliberate Loading by Vehicles: Polymer-concrete units polymer- w
concrete frame and cover, SCTE 77, Tier 8 structural load rating. co
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C. Handholes and Pull Boxes Subject to Light-Duty Pedestrian Traffic Only:
Fiberglass-reinforced polyester resin, structurally tested according to SCTE 77 N
with 3000-lbf vertical loading. N
B. Comply with the following indoor applications,unless otherwise indicated:
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1. Exposed,Not Subject to Physical Damage: EMT. a�
2. Exposed,Not Subject to Severe Physical Damage: EMT. :5
3. Exposed and Subject to Severe Physical Damage: Rigid steel conduit. Includes c
raceways in the following locations:
a. Corridors used for traffic of mechanized carts, forklifts, and pallet-handling units.
b. Mechanical rooms.
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4. Concealed in Ceilings and Interior Walls and Partitions: EMT.
5. Connection to Vibrating Equipment (Including Transformers and Hydraulic, Pneumatic,
Electric Solenoid, or Motor-Driven Equipment): FMC, except use LFMC in damp or wet E
locations.
6. Damp or Wet Locations: Rigid steel conduit.
7. Boxes and Enclosures: NEMA 250, Type 1, except use NEMA 250, Type 4, stainless
steel or nonmetallic in damp or wet locations.
C. Minimum Raceway Size: 3/4-inch trade size.
D. Raceway Fittings: Compatible with raceways and suitable for use and location.
1. Rigid Steel Conduit: Use threaded rigid steel conduit fittings,unless otherwise indicated.
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E. Install nonferrous conduit or tubing for circuits operating above 60 Hz. Where aluminum
raceways are installed for such circuits and pass through concrete,install in nonmetallic sleeve.
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3.2 INSTALLATION
A. Comply with NECA 1 for installation requirements applicable to products specified in Part 2
except where requirements on Drawings or in this Article are stricter.
B. Keep raceways at least 6 inches away from parallel runs of flues and steam or hot-water pipes.
Install horizontal raceway runs above water and steam piping. -�
C. Complete raceway installation before starting conductor installation.
D. Arrange stub-ups so curved portions of bends are not visible above the finished slab. c
E. Install no more than the equivalent of three 90-degree bends in any conduit run except for
communications conduits, for which fewer bends are allowed. i
F. Conceal conduit and EMT within finished walls, ceilings, and floors, unless otherwise
indicated.
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G. Raceways Embedded in Slabs:
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1. Run conduit larger than 1-inch trade size, parallel or at right angles to main N
reinforcement. Where at right angles to reinforcement, place conduit close to slab
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support. _
2. Arrange raceways to cross building expansion joints at right angles with expansion
fittings. m
3. Change from ENT to RNC, Type EPC-40-PVC, rigid steel conduit, or IMC before rising E
above the floor.
H. Threaded Conduit Joints, Exposed to Wet, Damp, Corrosive, or Outdoor Conditions: Apply
listed compound to threads of raceway and fittings before making up joints. Follow compound
manufacturer's written instructions. 0
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I. Raceway Terminations at Locations Subject to Moisture or Vibration: Use insulating bushings
to protect conductors, including conductors smaller than No. 4 AWG.
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J. Install pull wires in empty raceways. Use polypropylene or monofilament plastic line with not
less than 200-lb tensile strength. Leave at least 12 inches of slack at each end of pull wire.
K. Raceways for Optical Fiber and Communications Cable: Install raceways, metallic and C
nonmetallic,rigid and flexible, as follows: E
1. 3/4-Inch Trade Size and Smaller: Install raceways in maximum lengths of 50 feet.
2. 1-Inch Trade Size and Larger: Install raceways in maximum lengths of 75 feet.
3. Install with a maximum of two 90-degree bends or equivalent for each length of raceway
unless Drawings show stricter requirements. Separate lengths with pull or junction boxes
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or terminations at distribution frames or cabinets where necessary to comply with these
requirements.
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L. Install raceway sealing fittings at suitable, approved, and accessible locations and fill them with c
listed sealing compound. For concealed raceways, install each fitting in a flush steel box with a
blank cover plate having a finish similar to that of adjacent plates or surfaces. Install raceway
sealing fittings at the following points:
1. Where conduits pass from warm to cold locations, such as boundaries of refrigerated
spaces.
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2. Where otherwise required by NFPA 70.
M. Expansion-Joint Fittings for RNC: Install in each run of aboveground conduit that is located
where environmental temperature change may exceed 30 deg F, and that has straight-run length
that exceeds 25 fee.
1. Install expansion-joint fittings for each of the following locations, and provide type and
quantity of fittings that accommodate temperature change listed for location:
a. Outdoor Locations Not Exposed to Direct Sunlight: 125 deg F temperature >_
change.
b. Outdoor Locations Exposed to Direct Sunlight: 155 deg F temperature change. co
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C. Indoor Spaces: Connected with the Outdoors without Physical Separation: 125
deg F temperature change. N
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2. Install fitting(s) that provide expansion and contraction for at least 0.00041 inch per foot
of length of straight run per deg F of temperature change. z
3. Install each expansion-,joint fittin with position, mounting, and piston setting selected u_
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according to manufacturer's written instructions for conditions at specific location at the W
time of installation. �
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N. Flexible Conduit Connections: Use maximum of 72 inches of flexible conduit for recessed and .0
semi-recessed lighting fixtures, equipment subject to vibration, noise transmission, or
movement; and for transformers and motors.
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1. Use LFMC in damp or wet locations subject to severe physical damage.
2. Use LFMC or LFNC in damp or wet locations not subject to severe physical damage.
O. Recessed Boxes in Masonry Walls: Saw-cut opening for box in center of cell of masonry block
and install box flush with surface of wall.
3.3 INSTALLATION OF UNDERGROUND CONDUIT
A. Direct-Buried Conduit:
1. Excavate trench bottom to provide firm and uniform support for conduit. Prepare trench
bottom as specified in Division 31 Section "Earth Moving" for pipe less than 6 inches in
nominal diameter.
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2. After installing conduit, backfill and compact. Start at tie-in point, and work toward end
of conduit run, leaving conduit at end of run free to move with expansion and contraction
as temperature changes during this process. Firmly hand tamp backfill around conduit to
provide maximum supporting strength. After placing controlled backfill to within 12 0
inches of finished grade, make final conduit connection at end of run and complete ru
backfilling with normal compaction as specified in Division 31 Section "Earth Moving." 9
3. Install manufactured duct elbows for stub-ups at poles and equipment and at building
entrances through the floor, unless otherwise indicated. Encase elbows for stub-up ducts
throughout the length of the elbow.
4. Install manufactured rigid steel conduit elbows for stub-ups at poles and equipment and ,
at building entrances through the floor.
a. Couple steel conduits to ducts with adapters designed for this purpose and encase
coupling with 3 inches of concrete.
b. For stub-ups at equipment mounted on outdoor concrete bases, extend steel conduit
horizontally a minimum of 60 inches from edge of equipment pad or foundation.
Install insulated grounding bushings on terminations at equipment.
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3.4 SLEEVE INSTALLATION FOR ELECTRICAL PENETRATIONS A. Concrete Slabs and Walls: Install sleeves for penetrations unless core-drilled holes or formed
openings are used. Install sleeves during erection of slabs and walls.
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B. Use pipe sleeves unless penetration arrangement requires rectangular sleeved opening. c44
C. Fire-Rated Assemblies: Install sleeves for penetrations of fire-rated floor and wall assemblies
unless openings compatible with firestop system used are fabricated during construction of floor N
or wall.
D. Cut sleeves to length for mounting flush with both surfaces of walls. c
E. Extend sleeves installed in floors 2 inches above finished floor level.
F. Size pipe sleeves to provide 1/4-inch annular clear space between sleeve and raceway unless 0
sleeve seal is to be installed. e�
G. Seal space outside of sleeves with grout for penetrations of concrete and masonry.
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H. Interior Penetrations of Non-Fire-Rated Walls and Floors: Seal annular space between sleeve
and raceway, using joint sealant appropriate for size, depth and location of joint. Refer to
Division 07 Section "Joint Sealants" for materials and installation.
I. Fire-Rated-Assembly Penetrations: Maintain indicated fire rating of walls, partitions, ceilings,
and floors at raceway penetrations. Install sleeves and seal with firestop materials. Comply
with Division 07 Section "Penetration Firestopping."
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J. Aboveground, Exterior-Wall Penetrations: Seal penetrations using sleeves and mechanical
sleeve seals. Select sleeve size to allow for 1-inch annular clear space between pipe and sleeve
for installing mechanical sleeve seals.
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K. Underground, Exterior-Wall Penetrations: Install cast-iron "wall pipes" for sleeves. Size
sleeves to allow for 1-inch annular clear space between raceway and sleeve for installing
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mechanical sleeve seals.
3.5 SLEEVE-SEAL INSTALLATION
A. Install to seal underground, exterior wall penetrations.
B. Use type and number of sealing elements recommended by manufacturer for raceway material
and size. Position raceway in center of sleeve. Assemble mechanical sleeve seals and install in 0
annular space between raceway and sleeve. Tighten bolts against pressure plates that cause
sealing elements to expand and make watertight seal.
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3.6 FIRESTOPPING
A. Apply firestopping to electrical penetrations of fire-rated floor and wall assemblies to restore co
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original fire-resistance rating of assembly. Firestopping materials and installation requirements
are specified in Division 07 Section "Penetration Firestopping." N
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3.7 PROTECTION
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A. Provide final protection and maintain conditions that ensure coatings, finishes, and cabinets are
without damage or deterioration at time of Substantial Completion. E
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1. Repair damage to galvanized finishes with zinc-rich paint recommended by >
manufacturer. �
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END OF SECTION 260533
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SECTION 260553 - IDENTIFICATION FOR ELECTRICAL SYSTEMS
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PART I - GENERAL
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1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY :2
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A. Section Includes:
1. Identification of power and control cables.
2. Identification for conductors.
3. Underground-line warning tape.
4. Warning labels and signs. >-
5. Instruction signs. co
6. Equipment identification labels.
7. Miscellaneous identification products.
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1.3 SUBMITTALS
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A. Product Data: For each electrical identification product indicated. c44
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B. Samples: For each type of label and sign to illustrate size, colors, lettering style, mounting 2
provisions, and graphic features of identification products. >
C. Identification Schedule: An index of nomenclature of electrical equipment and system
components used in identification signs and labels.
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1.4 QUALITY ASSURANCE
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A. Comply with ANSI A13.1 and IEEE C.
B. Comply with NFPA 70.
C. Comply with 29 CFR 1910.144 and 29 CFR 1910.145.
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D. Comply with ANSI Z535.4 for safety signs and labels.
E. Adhesive-attached labeling materials, including label stocks, laminating adhesives, and inks
used by label printers, shall comply with UL 969.
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1.5 COORDINATION
A. Coordinate identification names, abbreviations, colors, and other features with requirements in
other Sections requiring identification applications, Drawings, Shop Drawings, manufacturer's
wiring diagrams, and the Operation and Maintenance Manual; and with those required by codes,
standards, and 29 CFR 1910.145. Use consistent designations throughout Project.
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B. Coordinate installation of identifying devices with completion of covering and painting of
surfaces where devices are to be applied.
C. Coordinate installation of identifying devices with location of access panels and doors. -a
D. Install identifying devices before installing acoustical ceilings and similar concealment.
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PART 2 -PRODUCTS
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2.1 CONDUCTOR IDENTIFICATION MATERIALS
A. Color-Coding Conductor Tape: Colored, self-adhesive vinyl tape not less than 3 mils thick by 1
to 2 inches wide. oa
B. Self-Adhesive Vinyl Labels: Preprinted, flexible label laminated with a clear, weather- and N
chemical-resistant coating and matching wraparound adhesive tape for securing ends of legend N
label.
C. Marker Tapes: Vinyl or vinyl-cloth, self-adhesive wraparound type, with circuit identification FL
legend machine printed by thermal transfer or equivalent process. m
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D. Write-On Tags: Polyester tag, 0.010-inch-thick, with corrosion-resistant grommet and cable tie 0
for attachment to conductor or cable. >
1. Marker for Tags: Permanent, waterproof, black ink marker recommended by tag
manufacturer. c
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2.2 UNDERGROUND-LINE WARNING TAPE
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A. Tape:
1. Recommended by manufacturer for the method of installation and suitable to identify and
locate underground electrical lines.
2. Printing on tape shall be permanent and shall not be damaged by burial operations. m
3. Tape material and ink shall be chemically inert, and not subject to degrading when
exposed to acids, alkalis, and other destructive substances commonly found in soils.
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B. Color and Printing:
1. Comply with ANSI Z535.1 through ANSI Z535.5.
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2. Inscriptions for Red-Colored Tapes: ELECTRIC LINE, HIGH VOLTAGE,.
C. Tag: Type ID:
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1. Detectable three-layer laminate, consisting of a printed pigmented polyolefin film, a solid
aluminum-foil core, and a clear protective film that allows inspection of the continuity of
the conductive core, bright-colored, continuous-printed on one side with the inscription
of the utility, compounded for direct-burial service.
2. Overall Thickness: 5 mils.
3. Foil Core Thickness: 0.35 mil.
4. Weight: 28 lb/1000 sq. ft.
5. 3-InchTensile According to ASTM D 882: 70 lbf, and 4600 psi.
2.3 WARNING LABELS AND SIGNS 0
A. Comply with NFPA 70 and 29 CFR 1910.145.
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B. Self-Adhesive Warning Labels: Factory-printed, multicolor, pressure-sensitive adhesive labels,
configured for display on front cover, door, or other access to equipment unless otherwise
indicated.
C. Baked-Enamel Warning Signs:
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1. Preprinted aluminum signs,punched or drilled for fasteners, with colors, legend, and size ci
required for application.
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2. 1/4-inch grommets in corners for mounting. _
3. Nominal size,7 by 10 inches). N
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D. Warning label and sign shall include,but are not limited to,the following legends: :5
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1. Multiple Power Source Warning: "DANGER - ELECTRICAL SHOCK HAZARD - >
EQUIPMENT HAS MULTIPLE POWER SOURCES."
2. Workspace Clearance Warning: "WARNING - OSHA REGULATION - AREA IN
FRONT OF ELECTRICAL EQUIPMENT MUST BE KEPT CLEAR FOR 36
INCHES". c
2.4 INSTRUCTION SIGNS
A. Engraved, laminated acrylic or melamine plastic, minimum 1/16-inch-thick for signs up to 20
sq.inches and 1/8 inch thick for larger sizes.
1. Engraved legend with black letters on white face.
2. Punched or drilled for mechanical fasteners.
3. Framed with mitered acrylic molding and arranged for attachment at applicable
equipment.
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B. Adhesive Film Label with Clear Protective Overlay: Machine printed, in black, by thermal
transfer or equivalent process. Minimum letter height shall be 3/8 inch. Overlay shall provide a
weatherproof and UV-resistant seal for label.
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2.5 EQUIPMENT IDENTIFICATION LABELS
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A. Adhesive Film Label with Clear Protective Overlay: Machine printed, in black, by thermal
transfer or equivalent process. Minimum letter height shall be 3/8 inch. Overlay shall provide a
weatherproof and UV-resistant seal for label.
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B. Self-Adhesive, Engraved, Laminated Acrylic or Melamine Label: Adhesive backed, with white
letters on a dark-gray background. Minimum letter height shall be 3/8 inch.
C. Engraved, Laminated Acrylic or Melamine Label: Punched or drilled for screw mounting. 0
White letters on a dark-gray background. Minimum letter height shall be 3/8 inch.
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2.6 CABLE TIES r"
A. UV-Stabilized Cable Ties: Fungus inert, designed for continuous exposure to exterior sunlight,
self extinguishing, one piece, self locking, Type 6/6 nylon. ot�
1. Minimum Width: 3/16 inch. N
2. Tensile Strength at 73 deg F, According to ASTM D 638: 12,000 psi. N
3. Temperature Range: Minus 40 to plus 185 deg F.
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4. Color: Black.
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2.7 MISCELLANEOUS IDENTIFICATION PRODUCTS E
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A. Paint: Comply with requirements in Division 09 painting Sections for paint materials and >
application requirements. Select paint system applicable for surface material and location
(exterior or interior).
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B. Fasteners for Labels and Signs: Self-tapping, stainless-steel screws or stainless-steel machine c
screws with nuts and flat and lock washers.
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PART 3 - EXECUTION
3.1 INSTALLATION
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A. Verify identity of each item before installing identification products.
B. Location: Install identification materials and devices at locations for most convenient viewing
without interference with operation and maintenance of equipment.
C. Apply identification devices to surfaces that require finish after completing finish work.
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D. Self-Adhesive Identification Products: Clean surfaces before application, using materials and
methods recommended by manufacturer of identification device.
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E. Attach signs and plastic labels that are not self-adhesive type with mechanical fasteners c
appropriate to the location and substrate.
F. Cable Ties: For attaching tags. Use general-purpose type, except as listed below:
1. Outdoors: UV-stabilized nylon.
2. In Spaces Handling Environmental Air: Plenum rated.
G. Underground-Line Warning Tape: During backfilling of trenches install continuous
underground-line warning tape directly above line at 6 to 8 inches below finished grade. Use
multiple tapes where width of multiple lines installed in a common trench or concrete
envelope exceeds 16 inches overall.
3.2 IDENTIFICATION SCHEDULE i
A. Power-Circuit Conductor Identification, 600 V or Less: For conductors in vaults, pull and
junction boxes, manholes, and handholes,use color-coding conductor tape to identify the phase.
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1. Color-Coding for Phase and Voltage Level Identification, 600 V or Less: Use colors
listed below for ungrounded service feeder and branch-circuit conductors. N
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a. Color shall be factory applied or field applied for sizes larger than No. 8 AWG, if
authorities having jurisdiction permission]. z
b. Colors for 208/120-V Circuits: FL
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1) Phase A: Black. E
2) Phase B: Red.
3) Phase C: Blue. >
C. Colors for 480/277-V Circuits:
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1) Phase A: Brown. c
2) Phase B: Orange.
3) Phase C: Yellow.
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d. Field-Applied, Color-Coding Conductor Tape: Apply in half-lapped turns for a
minimum distance of 6 inches from terminal points and in boxes where splices or
taps are made. Apply last two turns of tape with no tension to prevent possible
unwinding. Locate bands to avoid obscuring factory cable markings.
B. Power-Circuit Conductor Identification, More than 600 V: For conductors in vaults, pull and
junction boxes, manholes, and handholes,use write-on tags with the circuit designation.
C. Install instructional sign including the color-code for grounded and ungrounded conductors
using adhesive-film-type labels.
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D. Conductors to Be Extended in the Future: Attach write-on tags to conductors and list source.
E. Auxiliary Electrical Systems Conductor Identification: Identify field-installed alarm, control,
and signal connections.
1. Identify conductors, cables, and terminals in enclosures and at junctions, terminals, and
pull points. Identify by system and circuit designation.
2. Use system of marker tape designations that is uniform and consistent with system used
by manufacturer for factory-installed connections.
3. Coordinate identification with Project Drawings, manufacturer's wiring diagrams, and the
Operation and Maintenance Manual.
F. Locations of Underground Lines: Identify with underground-line warning tape for power,
lighting, communication, and control wiring and optical fiber cable.
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1. Limit use of underground-line warning tape to direct-buried cables.
2. Install underground-line warning tape for both direct-buried cables and cables in
raceway.
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G. Workspace Indication: Install floor marking tape to show working clearances in the direction of >_
access to live parts. Workspace shall be as required by NFPA 70 and 29 CFR 1926.403 unless !i
otherwise indicated. Do not install at flush-mounted panelboards and similar equipment in
finished spaces.
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H. Warning Labels for Indoor Cabinets, Boxes, and Enclosures for Power and Lighting: Self- c44
adhesive warning labels and Metal-backed,butyrate warning signs.
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1. Comply with 29 CFR 1910.145. N
2. Identify system voltage with black letters on an orange background. W
3. Apply to exterior of door, cover, or other access.
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I. Operating Instruction Signs: Install instruction signs to facilitate proper operation and
maintenance of electrical systems and items to which they connect. Install instruction signs
with approved legend where instructions are needed for system or equipment operation. e�
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J. Equipment Identification Labels: On each unit of equipment, install unique designation label c
that is consistent with wiring diagrams, schedules, and the Operation and Maintenance Manual.
Apply labels to disconnect switches and protection equipment, central or master units, control
panels, control stations, terminal cabinets, and racks of each system. Systems include power, u
lighting, control communication signal, monitoring, and alarms stems unless equipment is
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provided with its own identification.
1. Labeling Instructions:
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a. Indoor Equipment: Adhesive film label with clear protective overlay. Unless
otherwise indicated, provide a single line of text with 1/2-inch-high letters on 1-
1/2-inch-high label;where two lines of text are required,use labels 2 inches high.
b. Outdoor Equipment: Engraved, laminated acrylic or melamine label.
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C. Elevated Components: Increase sizes of labels and letters to those appropriate for
viewing from the floor.
d. Unless provided with self-adhesive means of attachment, fasten labels with
appropriate mechanical fasteners that do not change the NEMA or NRTL rating of
the enclosure.
2. Equipment to Be Labeled:
a. Panelboards: Typewritten directory of circuits in the location provided by
panelboard manufacturer. Panelboard identification shall be self-adhesive,
engraved, laminated acrylic or melamine label. -a
b. Enclosures and electrical cabinets.
C. Access doors and panels for concealed electrical items.
d. Enclosed switches.
e. Enclosed circuit breakers. c
f. Enclosed controllers.
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SECTION 26 41 13 - LIGHTNING PROTECTION FOR STRUCTURES
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PART 1 - GENERAL
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1.1 RELATED DOCUMENTS
A. Plans and general provisions of the Contract, including General and Supplementary :2
Conditions and Division 01 Specification Sections, apply to this Section. 0
1.2 SUMMARY i
A. Section includes lightning protection system for ordinary structures.
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1.3 SHOP DRAWINGS CD
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A. Product Data: For each type of product.
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B. Submittal Drawings:
1. Include layouts of the lightning protection system, with details of the components 0
to be used in the installation.
2. Include raceway locations needed for the installation of conductors. w
3. Details of air terminals, ground rods, ground rings, conductor supports, splices,
and terminations, including concealment requirements.
4. Include roof attachment details, coordinated with roof installation.
5. Calculations required by NFPA 780 for bonding of metal bodies.
1.4 INFORMATIONAL DRAWINGS
A. Coordination Drawings: Lightning protection system Shop Drawings, drawn to scale,
on which the following items are shown and coordinated with each other, using input
from installers of the items involved:
1. Lightning protection cabling attachments to roofing systems and accessories.
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2. Lightning protection strike termination device attachment to roofing systems,
coordinated with the roofing system manufacturer.
3. Lightning protection system components penetrating roofing and moisture 0
protection systems and system components, coordinated with the roofing system 6
manufacturer.
B. Qualification Data: For Installer.
C. Product Certificates: For each type of roof adhesive for attaching the roof-mounted air
terminal assemblies, approved by the roofing-material manufacturer.
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D. Field quality-control reports.
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1.5 CLOSEOUT SHOP DRAWINGS
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A. Maintenance Data: For lightning protection system to include in maintenance manuals.
1. In addition to items specified in Section 01 78 23 "Operation and Maintenance
Data," include the following:
a. Dimensioned site plan showing dimensioned route of the ground loop z
conductor and the ground rod locations. Comply with requirements of
Section 01 78 39 "Project Record Documents." E
b. A system testing and inspection record, listing the results of inspections and 0
ground resistance tests, as recommended by NFPA 780, Annex D.
B. Completion Certificate:
1. UL Master Label Certificate and LPI Master Certificate.
1.6 QUALITY CONTROL
A. Installer Qualifications: UL-listed installer, category OWAY.
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PART 2 - PRODUCTS
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2.1 MANUFACTURERS
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A. Manufacturers: Subject to compliance with requirements, provide products by one of
the following:
1. Advanced Lightning Technology, Ltd.
2. East Coast Lightning Equipment Inc.
3. ERICO International Corporation.
4. Harger Lightning & Grounding.
5. Heary Bros. Lightning Protection Co. Inc.
6. Independent Protection Co.
7. National Lightning Protection.
8. Preferred Lightning Protection. _
9. Robbins Lightning, Inc. co
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2.2 PERFORMANCE REQUIREMENTS CD
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A. NFPA Lightning Protection Standard: Comply with NFPA 780 requirements for Class I C44
or Class 11 buildings. W
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B. UL Lightning Protection Standard: Comply with UL 96A requirements for Class I or >
Class 11 buildings.
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C. Lightning Protection Components, Devices, and Accessories: Listed and labeled by a MI
qualified testing agency as complying with UL 96, and marked for intended location E
and application.
2.3 MATERIALS
A. Air Terminals:
1. Copper unless otherwise indicated.
2. 1/2-inch diameter by long.
3. Pointed tip.
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4. Integral base support.
B. Air Terminal Bracing: 0
1. Copper.
2. 1/4-inch diameter rod.
C. Class 1 Main Conductors:
1. Stranded Copper: 57,400 circular mils in diameter.
D. Class II Main Conductors:
1. Stranded Copper: 115,000 circular mils in diameter.
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E. Secondary Conductors:
1. Stranded Copper: 26 240 circular mils in diameter.
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F. Ground Loop Conductor: Stranded copper.
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G. Ground Rods:
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1. Material: Solid copper. N
2. Diameter: 3/4 inch.
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3. Rods shall be not less than 120 inches long.
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H. Conductor Splices and Connectors: Compression fittings that are installed with 2
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hydraulically operated tools, or exothermic welds, approved for use with the class type. >
PART 3 - EXECUTION
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3.1 INSTALLATION E
A. Install lightning protection components and systems according to UL 96A and
NFPA 780.
B. Install conductors with direct paths from air terminals to ground connections. Avoid
bends less than 90 degrees and 8 inches in radius and narrow loops.
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C. Conceal conductors within normal view from exterior locations at grade within 200 feet
of building. Comply with requirements for concealed installations in UL 96A &
concealed systems in NFPA 780. 0
1. Roof penetrations required for down conductors and connections to structural-
steel framework shall be made using listed through-roof fitting and connector
assemblies with solid rods and appropriate roof flashings. Use materials approved
by the roofing manufacturer for the purpose. Conform to the methods and
materials required at roofing penetrations of the lightning protection components
to ensure compatibility with the roofing specifications and warranty.
2. Install conduit where necessary to comply with conductor concealment
requirements.
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3. Air Terminals on Single-Ply Membrane Roofing: Comply with adhesive
manufacturer's written instructions.
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D. Ground Ring Electrode: The conductor shall be not less than the main-size lightning
conductor.
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3.2 CONNECTIONS CD
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A. Aboveground concealed connections, and connections in earth or concrete, shall be
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done by exothermic welds or by high-compression fittings listed for the purpose. N
B. Aboveground exposed connections shall be done using the following types of
connectors, listed and labeled for the purpose: exothermic weld.
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C. Bonding Straps and Jumpers: Install in locations accessible for inspection and c
maintenance, except where routed through short lengths of conduit.
1. Bonding to Structure: Bond straps directly to basic structure, taking care not to
penetrate any adjacent parts.
2. Bonding to Equipment Mounted on Vibration Isolation Hangers and Supports:
Install bonding so vibration is not transmitted to rigidly mounted equipment.
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3.3 CORROSION PROTECTION
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A. Do not combine materials that can form an electrolytic couple that will accelerate
corrosion in the presence of moisture unless moisture is permanently excluded from
junction of such materials.
B. Use conductors with protective coatings where conditions would cause deterioration or
corrosion of conductors. -�
3.4 FIELD QUALITY CONTROL 0
A. Special Inspections: Engage a qualified special inspector to perform the following
special inspections:
1. Perform inspections as required to obtain a UL Master Label for system.
2. Perform inspections to obtain an LPI certification. co
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B. Prepare test and inspection reports and certificates.
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END OF SECTION 264113 a�
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SECTION 265619—LED EXTERIOR LIGHTING
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PART I - GENERAL
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1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section. -�
1.2 SUMMARY :2
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A. Section Includes:
1. Exterior solid-state luminaires that are designed for and exclusively use LED lamp i
technology.
2. Luminaire supports.
3. Luminaire-mounted photoelectric relays. W
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B. Related Requirements:
1. Section 265613 "Lighting Poles and Standards" for poles and standards used to support N
exterior lighting equipment. N
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1.3 DEFINITIONS ci
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A. CCT: Correlated color temperature. :5
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B. CRI: Color rendering index.
C. Fixture: See "Luminaire."
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D. IP: International Protection or Ingress Protection Rating.
E. Lumen: Measured output of lamp and luminaire, or both.
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F. Luminaire: Complete lighting unit, including lamp,reflector, and housing.
1.4 ACTION SUBMITTALS
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A. Product Data: For each type of luminaire.
1. Arrange in order of luminaire designation.
2. Include data on features, accessories, and finishes.
3. Include physical description and dimensions of luminaire.
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4. Lamps,include life, output(lumens, CCT, and CRI), and energy-efficiency data.
5. Photometric data and adjustment factors based on laboratory tests, complying with IES
Lighting Measurements Testing and Calculation Guides, of each luminaire type. The
adjustment factors shall be for lamps and accessories identical to those indicated for the
luminaire as applied in this Project.
a. Manufacturer's Certified Data: Photometric data certified by manufacturer's
laboratory with a current accreditation under the NVLAP for Energy Efficient
Lighting Products. h®
b. Testing Agency Certified Data: For indicated luminaires, photometric data ,
certified by a qualified independent testing agency. Photometric data for remaining
luminaires shall be certified by manufacturer.
6. Wiring diagrams for power, control, and signal wiring.
7. Photoelectric relays. c
8. Means of attaching luminaires to supports and indication that the attachment is suitable
for components involved.
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B. Shop Drawings: For nonstandard or custom luminaires.
1. Include plans, elevations, sections, and mounting and attachment details. �--
2. Include details of luminaire assemblies. Indicate dimensions, weights, loads, required
clearances, method of field assembly, components, and location and size of each field
connection. N
3. Include diagrams for power, signal, and control wiring. N
C. Product Schedule: For luminaires and lamps.Use same designations indicated on Drawings.
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D. Delegated-Design Submittal: For luminaire supports.
1. Include design calculations for luminaire supports and seismic restraints. c
1.5 INFORMATIONAL SUBMITTALS
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A. Coordination Drawings: Plans, drawn to scale, on which the following items are shown and c
coordinated with each other,using input from installers of the items involved:
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1. Luminaires.
2. Structural members to which equipment and luminaires will be attached.
3. Underground utilities and structures.
4. Existing underground utilities and structures.
5. Above-grade utilities and structures.
6. Existing above-grade utilities and structures.
7. Building features.
8. Vertical and horizontal information.
B. Qualification Data: For testing laboratory providing photometric data for luminaires.
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C. Seismic Qualification Data: For luminaires, accessories, and components, from manufacturer.
1. Basis for Certification: Indicate whether withstand certification is based on actual test of
assembled components or on calculation. W
2. Dimensioned Outline Drawings of Equipment Unit: Identify center of gravity and locate
and describe mounting and anchorage provisions.
3. Detailed description of equipment anchorage devices on which the certification is based
and their installation requirements.
D. Product Certificates: For each type of the following:
1. Luminaire.
2. Photoelectric relay.
E. Product Test Reports: For each luminaire, for tests performed by manufacturer and witnessed by 0
a qualified testing agency.
F. Source quality-control reports. i
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G. Sample warranty.
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1.6 CLOSEOUT SUBMITTALS
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A. Operation and Maintenance Data: For luminaires and photoelectric relays to include in N
operation and maintenance manuals.
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1. Provide a list of all lamp types used on Project.Use ANSI and manufacturers' codes.
2. Provide a list of all photoelectric relay types used on Project; use manufacturers' codes. a,
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1.7 QUALITY ASSURANCE >
A. Luminaire Photometric Data Testing Laboratory Qualifications: Luminaire manufacturers'
laboratory that is accredited under the NVLAP for Energy Efficient Lighting Products.
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B. Provide luminaires from a single manufacturer for each luminaire type.
C. Installer Qualifications: An authorized representative who is trained and approved by
manufacturer.
D. Mockups: For exterior luminaires, complete with power and control connections.
1. Obtain Architect's approval of luminaires in mockups before starting installations. E
2. Maintain mockups during construction in an undisturbed condition as a standard for
judging the completed work.
3. Approval of mockups does not constitute approval of deviations from the Contract
Documents contained in mockups unless Architect specifically approves such deviations
in writing.
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4. Subject to compliance with requirements, approved mockups may become part of the
completed Work if undisturbed at time of Substantial Completion.
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1.8 DELIVERY, STORAGE, AND HANDLING
A. Protect finishes of exposed surfaces by applying a strippable, temporary protective covering
prior to shipping.
1.9 FIELD CONDITIONS -�
A. Verify existing and proposed utility structures prior to the start of work associated with M
luminaire installation.
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B. Mark locations of exterior luminaires for approval by Architect prior to the start of luminaire
installation.
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1.10 WARRANTY
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A. Warranty: Manufacturer and Installer agree to repair or replace components of luminaires that co
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fail in materials or workmanship within specified warranty period.
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1. Failures include,but are not limited to, the following: N
a. Structural failures, including luminaire support components.
b. Faulty operation of luminaires and accessories. M
C. Deterioration of metals, metal finishes, and other materials beyond normal W
weathering. E
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2. Warranty Period: 2 year(s) from date of Substantial Completion. >
PART 2 -PRODUCTS
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2.1 PERFORMANCE REQUIREMENTS
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A. Seismic Performance: Luminaires shall withstand the effects of earthquake motions determined
according to ASCE/SEI 7. s
B. Seismic Performance: Luminaires and lamps shall be labeled vibration and shock resistant.
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1. The term "withstand" means "the luminaire will remain in place without separation of
any parts when subjected to the seismic forces specified and the luminaire will be fully
operational during and after the seismic event."
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2.2 LUMINAIRE REQUIREMENTS
A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70,by
a qualified testing agency, and marked for intended location and application.
B. NRTL Compliance: Luminaires shall be listed and labeled for indicated class and division of
hazard by an NRTL.
C. FM Global Compliance: Luminaires for hazardous locations shall be listed and labeled for
indicated class and division of hazard by FM Global.
D. UL Compliance: Comply with UL 1598 and listed for wet location.
E. Lamp base complying with ANSI C81.61 or IEC 60061-1.
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F. Bulb shape complying with ANSI C79.1.
G. CRI of minimum 80. CCT of 4100 K. i
H. L70 lamp life of 50,000 hours.
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I. Lamps dimmable from 100 percent to 0 percent of maximum light output.
J. Internal driver.
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K. Nominal Operating Voltage: Universal.
L. In-line Fusing: Separate in-line fuse for each lummaire.
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M. Lamp Rating: Lamp marked for outdoor use and in enclosed locations.
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N. Source Limitations: Obtain luminaires from single source from a single manufacturer.
O. Source Limitations: For luminaires, obtain each color, grade, finish, type, and variety of
lunimaire from single source with resources to provide products of consistent quality in
appearance and physical properties. c
2.3 LUMINAIRE-MOUNTED PHOTOELECTRIC RELAYS E
A. Comply with UL 773 or UL 773A.
B. Contact Relays: Factory mounted, single throw, designed to fail in the on position, and factory
set to turn light unit on at 1.5 to 3 fc and off at 4.5 to 10 fc with 15-second minimum time delay.
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Relay shall have directional lens in front of photocell to prevent artificial light sources from
causing false turnoff.
1. Relay with locking-type receptacle shall comply with ANSI C136.10.
2. Adjustable window slide for adjusting on-off set points.
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2.4 LUMINAIRE TYPES
A. Parking Lot:
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1. Luminaire Shape: Square.
2. Mounting: Pole with extruded-aluminum arm 7 inches in length.
3. Luminaire-Mounting Height: 30 feet E
4. Distribution: Type II.
5. Diffusers and Globes: Tempered Fresnel glass.
6. Housings:
a. Die-cast aluminum housing and heat sink.
b. Bronze powder-coat finish.
B. Airfield Apron:
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1. Luminaire Shape: Square.
2. Mounting: Pole with extruded-aluminum arm.
3. Luminaire-Mounting Height:40 feet
4. Distribution: Type II.
5. Diffusers and Globes: Tempered Fresnel glass.
6. Housings:
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a. Die-cast aluminum housing and heat sink.
b. Black powder-coat finish. cv
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2.5 MATERIALS
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A. Metal Parts: Free of burrs and sharp corners and edges. W
B. Sheet Metal Components: Corrosion-resistant aluminum Stainless steel. Form and support to 0
prevent warping and sagging.
C. Doors, Frames, and Other Internal Access: Smooth operating, free of light leakage under
operating conditions, and designed to permit relamping without use of tools. Designed to 0
prevent doors, frames, lenses, diffusers, and other components from falling accidentally during
relamping and when secured in operating position. Doors shall be removable for cleaning or
replacing lenses.
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D. Diffusers and Globes: °®
1. Acrylic Diffusers: 100 percent virgin acrylic plastic, with high resistance to yellowing
and other changes due to aging, exposure to heat, and UV radiation.
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2. Glass: Annealed crystal glass unless otherwise indicated.
3. Lens Thickness: At least 0.125 inch minimum unless otherwise indicated.
E. Lens and Refractor Gaskets: Use heat- and aging-resistant resilient gaskets to seal and cushion
lenses and refractors in lunimaire doors.
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F. Reflecting surfaces shall have minimum reflectance as follows unless otherwise indicated:
I. White Surfaces: 85 percent.
2. Specular Surfaces: 83 percent. c
3. Diffusing Specular Surfaces: 75 percent.
G. Housings:
1. Rigidly formed, weather- and light-tight enclosure that will not warp, sag, or deform in
use.
2. Provide filter/breather for enclosed luminaires.
H. Factory-Applied Labels: Comply with UL 1598. Include recommended lamps. Labels shall be
located where they will be readily visible to service personnel, but not seen from normal
viewing angles when lamps are in place. 0
1. Label shall include the following lamp characteristics:
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a. "USE ONLY" and include specific lamp type.
b. Lamp diameter, shape, size,wattage and coating.
C. CCT and CRI for all luminaires.
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2.6 FINISHES N
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A. Variations in Finishes: Noticeable variations in same piece are unacceptable. Variations in
appearance of adjoining components are acceptable if they are within the range of approved z
Samples and are assembled or installed to minimize contrast. M
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B. Lunimaire Finish: Manufacturer's standard paint applied to factory-assembled and -tested E
lunimaire before shipping. Where indicated, match finish process and color of pole or support
materials.
C. Factory-Applied Finish for Steel Luminaires: Comply with NAAMM's "Metal Finishes Manual
for Architectural and Metal Products" for recommendations for applying and designating 0
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finishes.
1. Surface Preparation: Clean surfaces to comply with SSPC-SP 1, to remove dirt, oil,
grease, and other contaminants that could impair paint bond. Grind welds and polish
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surfaces to a smooth, even finish. Remove mill scale and rust, if present, from uncoated
steel, complying with SSPC-SP 5/NACE No. 1 or SSPC-SP 8.
2. Exterior Surfaces: Manufacturer's standard finish consisting of one or more coats of
primer and two finish coats of high-gloss,high-build polyurethane enamel.
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a. Color: As selected from manufacturer's standard catalog of colors.
b. Color: Match Architect's sample of manufacturer's standard color.
C. Color: As selected by Architect from manufacturer's full range.
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PART 3 - EXECUTION
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3.1 EXAMINATION c
A. Examine substrates, areas, and conditions, with Installer present, for compliance with
requirements for installation tolerances and other conditions affecting performance of the Work.
B. Examine roughing-in for luminaire electrical conduit to verify actual locations of conduit
connections before luminaire installation.
C. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 TEMPORARY LIGHTING
A. If approved by the Architect, use selected permanent luminaires for temporary lighting. When
construction is substantially complete, clean luminaires used for temporary lighting and install i
new lamps.
3.3 GENERAL INSTALLATION REQUIREMENTS co
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A. Comply with NECA 1.
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B. Use fastening methods and materials selected to resist seismic forces defined for the application
and approved by manufacturer.
C. Install lamps in each luminaire. 0)
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D. Fasten luminaire to structural support.
E. Supports:
1. Sized and rated for luminaire weight.
2. Able to maintain luminaire position after cleaning and relamping. c
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3. Support luminaires without causing deflection of finished surface. M1
4. Luminaire-mounting devices shall be capable of supporting a horizontal force of 100
percent of luminaire weight and a vertical force of 400 percent of luminaire weight.
F. Wall-Mounted Luminaire Support:
1. Attached using through bolts and backing plates on either side of wall.
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G. Wiring Method: Install cables in raceways. Conceal raceways and cables.
H. Install luminaires level,plumb, and square with finished grade unless otherwise indicated.
I. Coordinate layout and installation of luminaires with other construction.
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J. Adjust luminaires that require field adjustment or aiming. Include adjustment of photoelectric
device to prevent false operation of relay by artificial light sources, favoring a north orientation.
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K. Comply with requirements in Section 260519 "Low-Voltage Electrical Power Conductors and c
Cables" and Section 260533 "Raceways and Boxes for Electrical Systems" for wiring
connections and wiring methods.
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3.4 CORROSION PREVENTION
A. Aluminum: Do not use in contact with earth or concrete. When in direct contact with a -�
dissimilar metal,protect aluminum by insulating fittings or treatment.
B. Steel Conduits: Comply with Section 260533 "Raceways and Boxes for Electrical Systems." In
concrete foundations, wrap conduit with 0.010-inch-thick, pipe-wrapping plastic tape applied 0
with a 50 percent overlap.
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3.5 IDENTIFICATION
A. Identify system components, wiring, cabling, and terminals. Comply with requirements for
identification specified in Section 260553 "Identification for Electrical Systems." co
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3.6 FIELD QUALITY CONTROL CD
A. Inspect each installed lunimaire for damage. Replace damaged luminaires and components.
B. Perform the following tests and inspections with the assistance of a factory-authorized service
representative: E
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1. Operational Test: After installing luminaires, switches, and accessories, and after >
electrical circuitry has been energized, test units to confirm proper operation.
2. Verify operation of photoelectric controls.
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C. Illumination Tests: c
1. Measure light intensities at night. Use photometers with calibration referenced to NIST
standards. Comply with the following IES testing guide(s):
a. IES LM-5.
b. IES LM-50.
C. IES LM-52.
d. IES LM-64. m
e. IES LM-72.
2. Operational Test: After installing luminaires, switches, and accessories, and after
electrical circuitry has been energized, test units to confirm proper operation.
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D. Lunimaire will be considered defective if it does not pass tests and inspections.
E. Prepare a written report of tests, inspections, observations, and verifications indicating and
interpreting results. If adjustments are made to lighting system, retest to demonstrate c
compliance with standards.
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3.7 DEMONSTRATION
A. Engage a factory-authorized service representative to train Owner's maintenance personnel to
adjust, operate, and maintain luminaires and photocell relays. -�
3.8 ADJUSTING
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A. Occupancy Adjustments: When requested within 12 months of date of Substantial Completion,
provide on-site assistance in adjusting the direction of aim of luminaires to suit occupied
conditions. Make up to two visits to Project during other-than-normal hours for this purpose. i
Some of this work may be required during hours of darkness.
1. During adjustment visits, inspect all luminaires. Replace lamps or luminaires that are
defective. co
2. Parts and supplies shall be manufacturer's authorized replacement parts and supplies.
3. Adjust the aim of luminaires in the presence of the Architect. N
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END OF SECTION 265619
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