HomeMy WebLinkAboutResolution - 5738 - Contract - Wardtroup & Associates Inc.- Garden & Arts Center Renovations - 01_08_1998RESOLUTION NO. 5738
Item #22
January 8, 1998
RESOLUTION
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the Mayor of the City of Lubbock BE and is hereby authorized and
directed to execute for and on behalf of the City of Lubbock a Contract and all related
documents by and between the City of Lubbock and Wardroup & Associates, Inc., of
Lubbock, Texas to install and furnish all materials and services as bid for the Garden &
Arts Center exterior building renovations, which contract is attached hereto, which shall
be spread upon the minutes of the Council and as spread upon the minutes of this Council
shall constitute and be a part of this Resolution as if fully copied herein in detail.
Passed by the City Council this 8th day of January 19 98 .
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ATTEST:
Kayt e arnell, City Secretary
APPROVED AS TO CONTENT:
ozeb, haM4-4�-
Victor Kilman, P hasing Manager
APPROVED AS TO FORM:
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Anita E. Burgess, City Attorney
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December 23, 1997
CITY OF LUBBOCK
SPECIFICATIONS FOR
GARDEN AND ARTS CENTER EXTERIOR BUILDING RENOVATIONS
BID #97294
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CITY OF LUBBOCK
Lubbock, Texas
City of Lubbock
P.O. Box 2000
Lubbock, Texas 7J457
606-767-2167
ADDENDUM #1
ITB #97294
GARDEN AND ARTS CENTER
EXTERIOR BUILDING RENOVATIONS
MAILED TO VENDOR:
CLOSE DATE:
ITB #97294, Addendum 01
December 11,1997
Office of
Purchasing
December 18,1997 @ 2:00 PM
The following items take precedence over specifications for the above named Invitation to Bid (ITB).
Where any item called for In the ITS, documents is supplemented here, the original requirements, not
affected by this addendum, shall remain In effect.
1. IN THE SPECIFICATIONS: Section 01700 — Final cleaning shall Include the clean-up of
surfaces, equipment, etc. that are directly affected by construction only.
2. IN THE DRAWINGS: Sheet 4.1— Disregard any note that reads, 'This wall may need to be
replaced before it may be painted again.'
All requests for additional Information or clarification must be submitted in writing and directed to:
Questions may be faxed to:
or Email to:
Ron Shuffield, Senior Buyer
City of Lubbock
P.O. Box 2000
Lubbock, Texas 79457
(806)775-2164
RShuffield@mail.cl.lubbock.bLus
THAbK YOU,
/4
Ron ShuffieId
Senior Buyer
PLEASE RETURN ONE COPY OF THIS ADDENDUM WITH YOUR BID
ITB97294adt.doo
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CITY OF LUBBOCK
INVITATION TO BID
FOR
TITLE: GARDEN AND ARTS CENTER EXTERIOR BUILDING RENOVATIONS
ADDRESS: LUBBOCK, TEXAS
BID NUMBER: 97294
PROJECT NUMBER: 8403.9211
CONTRACT PREPARED BY: PURCHASING DEPARTMENT
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NDEX
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1.
NOTICE TO BIDDERS
2.
GENERAL INSTRUCTIONS TO BIDDERS
3.
BID SUBMITTAL - BID FOR LUMP SUM CONTRACTS
4.
PAYMENT BOND
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S.
PERFORMANCE BOND
6.
CERTIFICATE OF INSURANCE
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7.
CONTRACT
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S.
GENERAL CONDITIONS OF THE CONTRACT
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9.
CURRENT WAGE DETERMINATIONS
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10.
SPECIFICATIONS
11.
SPECIAL CONDITION
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NOTICE TO BIDDERS
9
NOTICE TO BIDDERS
BID #97294
Sealed bids addressed to Victor Kilman, Purchasing Manager, City of Lubbock, Texas, will be received in the
office of the Purchasing Manager, Municipal Building, 1625 13th Street, Room L-04, Lubbock, Texas, 79401, until 2:00
o'clock ri.m. on the 18th day of December. 1997, or as changed by the issuance of formal addenda to all planholders,
to furnish all labor and materials and perform all work for the construction of the following described project:
"GARDEN AND ARTS CENTER EXTERIOR BUILDING RENOVATIONS"
After the expiration of the time and date above first written, said sealed bids will be opened in the office of the
r" Purchasing Manager and publicly read aloud.
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It is the sole responsibility of the bidder to insure that his bid is actually in the office of the Purchasing Manager
for the City of Lubbock, prior to the expiration of the date above first written.
The City of Lubbock will consider the bids on the 8th day of January, 1998, at the Municipal Building, 1625 13th
Street, Lubbock, Texas, or as soon thereafter as may be reasonably convenient, subject to the right to reject any or all
bids and waive any formalities. The successful bidder will be required to furnish a performance bond in accordance with
Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price
exceeds $100,000 and the successful bidder, will be required to furnish a payment bond In accordance with Chapter 2253,
Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds
$25,000. Said statutory bonds should be issued by a company carrying a current Best Rating of P or superior, as the
�- rating of the bond company is a factor that will be considered in determination of the lowest responsible bidder.
Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's or certified
check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without
r' recourse to the order of the City of Lubbock in an amount not less than 5% of the total amount of the bid submitted as a
guarantee that bidder will enter into a contract and execute all necessary bonds (if required) within 10 days after notice of
award of the contract to him.
�- It shall be each bidders sole responsibility to inspect the site of the work and to inform himself regarding all local
conditions under which the work is to be done. It shall be understood and agreed that all such factors have been
thoroughly investigated and considered in the preparation of the bid submitted. There will be a pre -bid conference on
10th day of December. 1997, at 10:00 o'clock a.m., in the L04 - Purchasing Conference Room, Lubbock, Texas
Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages
included in the contract documents on file in the office of the Purchasing Manager of the City of Lubbock, which
document is specifically referred to in this notice to bidders. Each bidder's attention is further directed to provision of
Article 5159a, Vernon's Ann. Civil St., and the requirements contained therein conceming the above wage scale and
payment by the contractor of the prevailing rates of wages as heretofore established by owner in said wage scale.
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The City of Lubbock hereby notifies all bidders that in regard to any contract entered into pursuant to this
.• advertisement, minority and women business enterprises will be afforded equal opportunities to submit bids in response
to this invitation and will not be discriminated against on the grounds of race, color, sex, disability, or national origin in
consideration for an award.
The City of Lubbock does not discriminate against persons with disabilities. City of Lubbock pre -bid meetings
and bid openings are available to all persons regardless of disability. If you would like bid information made available in
t a more accessible format or if you require assistance, please contact the City of Lubbock Human Relations Office at
(806) 775-2281 at least 48 hours in advance of the meeting.
1CITY OF LUB CK
V
VICTOR KIL AN
PURCHASING MANAGER
Bid documents may be obtained upon request from the Purchasing Department at 1626 13th Street,
Room L-04, Lubbock, Texas 79401; Telephone (806)775-2167/Fax (806)775-2164.
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GENERAL INSTRUCTIONS TO BIDDERS INSTRUCTIONS TO BIDDERS
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` GENERAL INSTRUCTIONS TO BIDDERS
SCOPE OF WORK
The contractor shall fumish all labor, superintendence, machinery, equipment and all materials necessary to
complete this project in accordance with contract documents for the GARDEN AND ARTS CENTER EXTERIOR
BUILDING RENOVATIONS.
2. CONTRACT DOCUMENTS
d
All work covered by this contract shall be done in accordance with contract documents described in the General
Conditions.
All bidders shall be thoroughly familiar with all of the requirements set forth on the contract documents for the
construction of this project and shall be responsible for the satisfactory completion of all work contemplated by
said contract documents.
3. PLANS FOR USE BY BIDDERS
r` It is the intent of the City of Lubbock that all parties with an interest in submitting a bid on the project covered by
the contract documents be given a reasonable opportunity to examine the documents and prepare a bid without
charge or forfeiture of deposit. The contract documents, may be examined without charge as noted in the Notice
r., to Bidders.
4. BIDDER INQUIRIES
No bidder shall request any information verbally. All written requests for additional information or clarification
concerning this bid must be addressed to:
RON SHUFFIELD
SENIOR BUYER
CITY OF LUBBOCK
P.O. BOX 2000
LUBBOCK, TX 79457
FAX (806)775-2164
5. TIME AND ORDER FOR COMPLETION
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The construction covered by the contract documents shall be fully completed within 30 (THIRTY) consecutive
calendar days from the date specified in the Notice to Proceed issued by the City of Lubbock to the successful
bidder.
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` The Contractor will be permitted to prosecute the work in the order of his own choosing, provided, however, the
City reserves the right to require the Contractor to submit a progress schedule of the work contemplated by the
contract documents. In the event the City requires a progress schedule to be submitted, and it is determined by
the City that the progress of the work Is not in accordance with the progress schedule so submitted, the City may
direct the Contractor to take such action as the City deems necessary to Insure completion of the project within
the time specified.
6. PAYMENT
All payments due to Contractor shall be made In accordance with the provisions of the General Conditions of the
contract documents.
7. AFFIDAVITS OF BILLS PAID
The City of Lubbock reserves the right, prior to final acceptance of this project to require the Contractor to
execute an affidavit that all bills for labor, materials and incidentals incurred in the construction of the
improvements contemplated by the contract documents have been paid in full and that there are no claims
pending, of which the Contractor has been notified.
8. MATERIALS AND WORKMANSHIP
The intent of these contract documents is that only materials and workmanship of the best quality and grade will
be furnished. The fact that the specifications may fail to be sufficiently complete In some detail will not relieve
the Contractor of full responsibility for providing materials of high quality and for protecting them adequately until
incorporated into the project. The presence or absence of a representative of the City on the site will not relieve
the Contractor of full responsibility of complying with this provision. The specifications for materials and methods
set forth in the contract documents provide minimum standards of quality which the Owner believes necessary to
procure a satisfactory project.
9. GUARANTEES
All equipment and materials incorporated in the project and -all construction shall be guaranteed against defective
materials and workmanship. Prior to final acceptance, the Contractor shall furnish to the Owner, a written
general guarantee which shall provide that the Contractor shall remedy any defects in the work, and pay for any
and all damages of any nature whatsoever resulting in such defects, when such defects appear within ONE year
from date of final acceptance of the work as a result of defective materials or workmanship, at no cost to the
Owner (City of Lubbock). �.
10. PLANS FOR THE CONTRACTOR
The contractor will be furnished two sets of plans and specifications, and related contract documents for his use
during construction. Plans and specifications for use during construction will only be furnished directly to the
Contractor. The Contractor shall then distribute copies of plans and specifications to suppliers, subcontractors or
others, as required for proper prosecution of the work contemplated by the Contractor. —
11. PROTECTION OF THE WORK
The Contractor shall be responsible for the care, preservation, conservation, and protection of all materials,
supplies, machinery, equipment, tools, apparatus, accessories, facilities, and all means of construction, and any
and all parts of the work whether the Contractor has been paid, partially paid, or not paid for such work, until the
date the City issues its certificate of completion to Contractor. The City reserves the right, after the bids have been opened and before the contract has been awarded, to require of a bidder the following Information:
(a) The experience record of the bidder showing completed jobs of a similar nature to the one covered by
the intended contract and all work in progress with bond amounts and percentage completed.
(b) A swom statement of the current financial condition of the bidder.
(c) Equipment schedule.
12. TEXAS STATE SALES TAX
This contract is issued by an organization which qualifies for exemption provisions pursuant to provisions of
Article 20.04 of the Texas Limited Sales, Excise and Use Tax Act.
The Contractor must obtain a limited sales, excise and use tax permit which shall enable him to buy the
materials to be incorporated into the work without paying the tax at the time of purchase.
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�,.., 13. PROTECTION OF SUBSURFACE LINES AND STRUCTURES
It shall be the Contractor's responsibility to prosecute the work contemplated by the contract documents in such a
way as to exercise due care to locate and prevent damage to all underground pipelines, utility lines, conduits or
other underground structures which might or could be damaged by Contractor during the construction of the
project contemplated by these contract documents. The City of Lubbock agrees that It will fumish Contractor the
location of all such underground lines and utilities of which it has knowledge. However, such fact shall not
r.. relieve the Contractor of his responsibilities aforementioned. All such underground lines or structures cut or
i damaged by Contractor during the prosecution of the work contemplated by this contract shall be repaired
E immediately by Contractor to the satisfaction of the City of Lubbock, Texas, at Contractor's expense.
ro' 14. BARRICADES AND SAFETY_ MEASURES
The contractor shall, at his own expense, furnish and erect such barricades, fences, lights and danger signals,
�- and shall take such other precautionary measures for the protection of persons, property and the work as may be
I necessary. The Contractor will be held responsible for all damage to the work due to failure of barricades, signs,
and lights to protect it, and when damage is incurred, the damaged portion shall be immediately removed and
replaced by Contractor at his own cost and expense. The Contractor's responsibility for maintenance of
barricades, signs, and lights shall not cease until the date of Issuance to Contractor of City's certificate of
r acceptance of the project.
�,. 15. EXPLOSIVES
The use of explosives will not be permitted unless written permission to do so Is obtained by the Contractor from
the City. In all cases where written permission is obtained for the use of explosives, the Contractor shall assume
' full responsibility for all damage which may occur as a direct or indirect result of the blasting. In addition, in all
{ cases where explosives are authorized to be used, the Contractor shall use utmost care so as not to endanger
life or property and the Contractor shall further use only such methods as are currently utilized by persons, firms,
or corporations engaged in similar type of construction activity.
Explosive materials shall not be stored or kept at the construction site by the Contractor.
In all cases where explosives are to be used during the construction of the project contemplated by this contract,
it shall be the duty of the Contractor to notify each utility company having structures (above or below the ground)
in proximity to the site of the work of Contractor's intention to use explosives, and such notice shall be given
sufficiently in advance to enable the companies to take such steps as they may deem necessary to protect their
property from injury. Such notice, however, shall not relieve the Contractor of responsibility for any damage
resulting from his blasting operations.
16. CONTRACTOR'S REPRESENTATIVE
The successful bidder shall be required to have a responsible local representative available at all times while the
r work is in progress under this contract. The successful bidder shall be required to furnish the name, address and
telephone number where such local representative may be reached during the time that the work contemplated
by this contract is in progress.
17. INSURANCE
The Contractor shall not commence work under this contract until he has obtained all insurance as required in the
General Conditions of the contract documents, from an underwriter authorized to do business in the State of
Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of
cancellation or any material change will be provided ten (10) days In advance of cancellation or change. All
policies shall contain an agreement on the part of the insurer waiving the right to subrogation. The Contractor
T' shall procure and carry at his sole cost and expense through the life of this contract, Insurance protection as
e hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such insurance shall
be carried with an insurance company authorized to transact business in the State of Texas and shall cover all
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operations in connection with this contract, whether performed by the Contractor or a subcontractor, or separate
policies shall be provided covering the operation of each subcontractor. A certificate of insurance specifying
each and all coverage's shall be submitted prior to contract execution.
The insurance certificates furnished shall name the City as an additional Insured. A Worker's
Compensation Coverage statement from the Contractor to the effect that no work on this particular
project shall be subcontracted will be accepted as an alternative. It shall be the contractors
responsibility to provide to the owner all proof of coverage insurance documents including workers
compensation coverage for each subcontractor
18. LABOR AND WORKING HOURS
Attention of each bidder is particularly called to the schedule of general prevailing rate of: per diem wages
Included in these contract documents. The wage rate which must be paid on this project shall not be less than
specified in the schedule of general prevailing rates of per diem wages as above mentioned. The bidders'
attention is further directed to the requirements of Article 5159a, Vernon's Annotated Civil Statutes providing for
the payment of the wage schedules above mentioned and the bidder's obligations thereunder. The inclusion of
the schedule of general prevailing rate of per diem wages in these contract documents does not release the
Contractor from compliance with any wage law that may be applicable. Construction work under this contract
requiring an inspector will not be performed on weekends or holidays unless the following conditions exist: —
(1) The project being constructed is essential to the City of Lubbock's ability to provide the necessary
service to its citizens.
(2) Delays in construction are due to factors outside the control of the Contractor. The Contractor is
approaching the penalty provisions of the contract and Contractor can show he has made a diligent effort
to complete the contract within the allotted time. —
Before construction work requiring an Inspector Is to be performed on weekends or holidays, the Contractor must
notify the Owner's Representative not less than three full working days prior to the weekend or holiday he desires
to do work and obtain written permission from the Owner's Representative to do such work. The final decision on
whether to allow construction work requiring an inspector on weekends or holidays will be made by the Owner's
Representative.
In any event, if a condition should occur or arise at the site of this project or from the work being done under this
contract which is hazardous or dangerous to property or life, the Contractor shall immediately commence work,
regardless of the day of the week or the time of day, to correct or alleviate such condition so that it is no longer
dangerous to property or life.
19. PAYMENT OF EMPLOYEES AND FILING OF PAYROLLS
The contractor and each of his subcontractors shall pay each of his employees engaged in work on the project
under this contract in full pess mandatory legal deductions) In cash, or by check readily cashable without
discount, not less often than once each week. The Contractor and each of his subcontractors engaged at the site
of the work shall not later than the seventh day following the payment of wages, file with the Owner's
Representative, or Engineer, a certified, swom, legible copy of such payroll. This shall contain the name of each
employee, his classification, the number of hours worked on each day, rate of pay, and net pay. The affidavit
shall state that the copy is a true and correct copy of such payroll, that no rebates or deductions (except as
shown) have been made, or will in the future be made from the wages paid as shown thereon. The Contractor
must classify employees according to one of the classifications set forth in the schedule of general prevailing rate
of per diem wages, which schedule is included in the contract documents. —
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The Contractor shall forfeit as a penalty to the City of Lubbock on whose behalf this contract is made, ten dollars
for each laborer, workman, or mechanic employed for each calendar day, or portion thereof, such laborer,
workman or mechanic is paid less than the wages assigned to his particular classification as set forth in the
schedule of general prevailing rate of per diem wages Included in these contract documents.
20. PROVISIONS CONCERNING ESCALATION CLAUSES
Bids submitted containing any conditions which provide for changes In the stated bid price due to increases or
decreases in the cost of materials, labor or other items required for the project will be rejected and returned to the
bidder without being considered.
21. PREPARATION FOR BID
The bidder shall submit his bid on forms furnished by the City. All blank spaces in the form shall be correctly
filled in and the bidder shall state the price both in words and numerals, for which he intends to do the work
contemplated or furnish the materials required. Such prices shall be written in ink, distinctly and legibly, or
typewritten. In case of discrepancy between the price written in words and the price written in figures, the price
written in words shall govern. If the bid is submitted by an individual, his name must be signed by him or his duly
authorized agent. If a bid is submitted by a firm, association, or partnership, the name and address of each
member must be given and the bid signed by a member of the firm, association or partnership, or person duly
authorized. If the bid is submitted by a company or corporation, the company or corporate name and business
address must be given, and the bid signed by an official or duly authorized agent. Powers of attorney authorizing
agents or others to sign bids must be properly certified and must be In writing and submitted with the bid. The
bid shall be executed in ink.
Each bid shall be enclosed in a sealed envelope, addressed as specified in the Notice to Bidders, and endorsed
on the outside of the envelope in the following manner.
(a) Bidder's name
.� (b) Bid for (description of the project).
Bid submittals may be withdrawn and resubmitted at any time prior to the time set for opening of the bids, but no
bid may be withdrawn or altered thereafter.
r, 22. BOUND COPY OF CONTRACT DOCUMENTS
Bidder understands and agrees that the contract to be executed by bidder shall be bound and include the
following:
(a) Notice to Bidders.
(b) General Instructions to Bidders.
(c) Bidder's Submittal.
(d) Statutory Bond (if required).
(e) Contract Agreement.
(f) General Conditions.
(g) Special Conditions (if any).
(h) Specifications.
I" (i) Insurance Certificates.
i Q) All other documents made available to bidder for his inspection in accordance with the Notice to Bidders.
If Plans and Specifications are too bulky or cumbersome to be physically bound, they are to be considered
Incorporated by reference into the aforementioned contract documents.
23. QUALIFICATIONS OF BIDDERS
The bidder may be required before the award of any contract to show to the complete satisfaction of the City of
Lubbock that it has the necessary facilities, ability, and financial resources to provide the service specified
therein in a satisfactory manner. The bidder may also be required to give a past history and references in order
to satisfy the City of Lubbock in regard to the bidder's qualifications. The City of Lubbock may make reasonable
investigations deemed necessary and proper to determine the ability of the bidder to perform the work, and the
bidder shall furnish to the City of Lubbock all information for this purpose that may be requested. The City of
Lubbock reserves the right to reject any bid if the evidence submitted by, or investigation of, the bidder fails to
satisfy the City of Lubbock that the bidder is properly qualified to carry out the obligations of the contract and to
complete the work described therein. Evaluation of the bidder's qualifications shall include:
1. The ability, capacity, skill, and financial resources to perform the work or provide the service required.
2. The ability of the bidder to perform the work or provide the service promptly or within the time specified,
without delay or interference.
3. The character, integrity, reputation, judgment, experience, and efficiency of the bidder.
4. The quality of performance of previous contracts or services.
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BID SUBMITTAL
LUMP SUM BID CONTRACT
PLACE: 1,4;$iann„K � TRXA S
DATE: is DE.CEMBER 1997
t PROJECT NUMBER: BID #97294 - GARDEN AND ARTS CENTER EXTERIOR BUILDING RENOVATIONS
I� Bid of WARDROUP & ASSOCIATES, INC , (h ereinafter called Bidder)
T To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner)
Gentlemen:
The Bidder, in compliance with your Invitation forbids for the construction of a BID # 97294
GARDEN & ARTS CENTER EXTERIOR BUILDING RENOVATIONS
having carefully examined the plans, specifications, instructions to bidders, notice to bidders and all other related
contract documents and the site of the Intended work, and being familiar with all of the conditions surrounding the
construction of the intended project including the availability of materials and labor, hereby intends to furnish all labor,
materials, and supplies; and to construct the project in accordance with the plans, specifications and contract documents,
t within the time set forth therein and at the price stated below. The price to cover all expenses incurred in performing the
work required under the contract documents.
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BASE BID: Installation of new store front wall system and repair and painting of all exterior surfaces.
MATERIALS: ��L= /i!�-�i31t>� .�i�>�17z {$ 45��rzo'y 0 )
'II a<r✓✓:.ix.li%Lt .v� lG ��C'u'ioo " j
r .SERVICES:
! TOTAL BID: /lr &rn �-' i-'d Sir- /lc. wnuy 2�1rnsY-f e y' AlzIez f ($ :37 — )
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ALTERNATE BID: Replace two existing exterior doors as shown on plans.
MATERIALS:
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SERVICES:7��
/- -V
TOTAL BID:tVi.
(Amount shall be shown In both words and numerals. In case of discrepancy, the amount
shown in words shall govem.)
W.=,CRO'Jrp 8 ASSOCIATES, 1
CCNTRACTORS
4A03 Brown' eld Drive - 806-795.60;
LV'NG�K, TEXAS 79-110
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Bidder hereby agrees to commence the work on the above project on or before a date to be specified in a written .
"Notice to Proceed" of the Owner and to fully complete the project within 30 (THIRTY) consecutive calendar days
thereafter as stipulated In the specifications and other contract documents. Bidder hereby further agrees to pay to Owner
as liquidated damages the sum of $200 (TWO HUNDRED DOLLARS) for each consecutive calendar day In excess of
the time set forth hereinabove for completion of this project, all as more fully set forth in the general conditions of the
contract documents.
Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with
instruction number 21 of the General Instructions to Bidders.
Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the
bidding.
The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days
after the scheduled closing time for receiving bids.
The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the
plans, specifications and contract documents pertaining to the work covered by this bid, and he further agrees to
commence work on or before the date specified in the written notice to proceed, and to substantially complete the work
on which he has bid; as provided in the contract documents.
Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check or
certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company,
payable without recourse to the order of the City of Lubbock in an amount not less than five percent (5% ) of the total
amount of the bid submitted as a guarantee that bidder will enter into a contract and execute all necessary bonds (if
required) within (ten) 10 days after notice of award of the contract to him.
Enclosed with this bid is a Cashier's Check or Certified Check for
Dollars ($ l or a Bid Bond in the sum of Dollars J,
which it is agreed shall be collected and retained by the Owner as ligwda a damages in the event the bid is accepted by
the Owner and the undersigned fails to execute the necessary contract documents and the required bond (if any) with the
Owner within ten (10) days after the date of receipt of written notification of acceptance of said bid; otherwise, said check
or bond shall be returned to the undersigned upon demand.
Bidder understands and agrees that the contract to be executed by Bidder shalkbe bound and Include all contract
documents made available to him for his inspection in accordance with the Notice to Bi ders.—,
(Seal If Bidder is a Corporation)
ATTEST:
Secretary , WALLACE C . WARDROUP
Authorized Signature
,nr.m rTS w. WARnRnTTP. PRESIDENT
(Printed or Typed Name)
WARnRnTTP T. ASSOCIATES, INC.
Company
'gang RRnFW-MrJF.T,n T)RTVF,
Address
LUBBOCK, , TEXAS 7,9410--Lubbock COUN`
City, County
State Zip Code
Telephone: Rnf; -7q5-8032
Fax: 77A1-?n95
& ASSOC1ATE5,
CONTRACTORS
4408 Bfo--.lour! Drive . 806-795-20:;=
LU'.SOCK, TEXAS 79410
n
LIST OF SUBCONTRACTORS
Minority Owned
Yes No
a- 0
2.
3.
0 0
4.
0 0
5.
0 0
6.
0 0
7.
0 0
8.
0 0
8.
0 0
10.
0 0
co-41RACIOP's
Nive, 9061954
K -TEXAS 74;410
{
rTB #97294, Addendum 01
t City of Lubbock
i P.O. Box 2000
Lubbock, Texas 79457
606-767-2167
9
ADDENDUM 0
ITB #97294
GARDEN AND ARTS CENTER
EXTERIOR BUILDING RENOVATIONS
Office of
Purchasing
MAILED TO VENDOR: December 11, 1997
CLOSE DATE: December 18, 1997 @ 2:00 PM
The following items take precedence over specifications for the above named Invitation to Bid (ITB).
Where any item called for in the ITB documents Is supplemented here, the original requirements, not
affected by this addendum, shall remain In effect.
1. IN THE SPECIFICATIONS: Section 01700 — Final cleaning shall Include the clean-up of
surfaces, equipment, etc. that are directly affected by construction only.
2. IN THE DRAWINGS: Sheet 4.1 — Disregard any note that reads, 'This wall may need to be
replaced before It may be painted again
All requests for additional information or clarification must be submitted in writing and directed to:
Ron Shuffield, Senior Buyer
City of Lubbock
P.O. Box 2000
Lubbock, Texas 79457
Questions may be faxed to: (806)775-2164
or Email to: RShuffield@mail.cl.lubbock.tx.us
K YOU,
Ron Shuffield
Senior Buyer
PLEASE RETURN ONE COPY OF THIS ADDENDUM WITH YOUR BID
ITB97294ad1.doo
WARDROUP & A,S50 i,J_3, IN'_
CONTRACTORS
4408 Brownfield Drive - 806-795.8032
LUBBOCK, TEXAS 7941Q
Bond No. TX 6941403 00
_ UNIVERSAL SURETY OF AMERICA
Houston. Texas
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BID BOND
KNOWN ALL MEN BY THESE PRESENTS, that we WARDROUP & ASSOCIATES, INC.
() iefe+nwn NIS tens . 14 &M'* .. _- -trt MW 71 GX•.rA'IN
as Principal, hereinafter called the Principal, and Universal Surety of America, IS Durham, Houston, Texas, as
Surety. hereinafter called the Surety, are held and firmly bound unto
ft"ert ,nasrt f411 ra. r am AC4 f"'w hya 1.ow P• w•
-CITY OF LUBBOCK —_
as Obligee hereinafter called the Obligee, in the sum of FIVE % of :he amount of tt;ts bid not to exceed
FIVE THOUSAND AND NO/100------------------------------ -----Dollars($5,000.00** t•
fo; the payment of which Sum well and truly To be made, the said Pr.nc;aal seal the said Surety, bind ourselves. our
heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the principal has submitted a bid for
1►rert myr, ra,u t:aee•. •OGrYc anc >k;.:.GhCr Cr p•YtcY.
_EXTERIORBUILDING_ RENOVATIONS
BAD .D1Qr.-972-94�_
NOW, THEREFORE. If the contract be timett awarded to The Principal and the Principal shad within suc^ T;T1f as �
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specifiE: in the bid enter it -to a Contract in writing and give bond with good :,rid sufficfer T surety, or, in the Event c.'
the fa:! ;re of the Prin-,ipat to enter into such Contract and 9i ie such bondl or bonds. i'. the Prirrcipa; sna11 pay i ; v--e
Obligee the difference not to exceed the penalty hereof betwesn the arnount ;pacifif _- in ,a. bid ane such larger
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Mou: a:for which the Qbligee may in good faithcontract with another party to perform: the Work coverec vy 5aic oid.
Then ;his obligation shall be null and void, otherwise to remain in full, force and e`fect.
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PROVIDED. HOV:EVER, neither Principal nor Suretyshztl be bound hereunder unless Obligee prty` :o execut:on of
the final contract shall furnish evioEnce of financing In a manner and form accep:ab!e ;) Princiaa! and Surely that
financing has beer. firmly committed to cover the entire cos: of the protect.
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Signed and sealed this day day of DECEMBER �9 97
WARDROUP & ASSO INC.
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(Principal) (Seat)
dip-LLSCE 0.
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STATUTORY PAYMENT BOND PURSUANT TO SECTION 2253.021(a)
OF THE TEXAS GOVERNMENT CODE
(CONTRACTS MORE THAN $25,000)
KNOW ALL MEN BY THESE PRESENTS, that
Principal(s), and
(hereinafter called the Principal(s), as
(hereinafter called the Surety(s), as Surety(s), are held and firmly bound unto the City of Lubbock (hereinafter called the
Obligee), In the amount of Dollars ($ ) lawful money of the
United States for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators,
executors, successors and assigns, jointly and severally, firmly by these presents.
r` WHEREAS, the Principal has entered Into a certain written contract with the Obligee, dated the day of
19 , to
and said Principal under the law is required before commencing the work provided for in said contract to execute a bond
�- in the amount of said contact which contract is hereby referred to and made a part hereof as fully and to the same extent
as if copied at length herein.
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NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall pay all
claimants supplying labor and material to him or a subcontractor in the prosecution of the work provided for in said
contract, then, this obligation shall be void; otherwise to remain in full force and effect;
PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the
Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions of said
Article to the same extent as if it were copied at length herein.
IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this
day of 19
Surety
*By.
(Title)
Principal
By:
(Title)
By:
(Title)
By:
(Title)
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The undersigned surety company represents that It is duly qualified to do business in Texas, and hereby
designates an agent resident in Lubbock County to whom any requisite notices may be
delivered and on whom service of process may be had in matters arising out of such suretyship.
} Surety
By:
f (Title)
Approved as to form:
- City of Lubbock
By.
f City Attorney
• Note: If signed by an officer of the Surety Company there must be on file a certified extract from the by-laws showing
that this person has authority to sign such obligation. If signed by an Attomey in Fad, we must have copy of power of
attorney for our files.
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STATUTORY PERFORMANCE BOND PURSUANT TO SECTION 2253.021(a)
OF THE TEXAS GOVERNMENT CODE
(CONTRACTS MORE THAN $100,000)
KNOW ALL MEN BY THESE PRESENTS, that (hereinafter called the Principal(s), as Principal(s), and
(hereinafter called the Surety(s), as Surety(s), are held and firmly bound unto the City of Lubbock (hereinafter called the
Obligee), In the amount of Dollars ($ ) lawful money of the
United States for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators,
executors, successors and assigns, jointly and severally, firmly by these presents.
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WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the _ day of
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and said principal under the law is required before commencing the work provided for in said contract to execute a bond
In the amount of said contract which contract is hereby referred to and made a part hereof as fully and to the same extent
as if copied at length herein.
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NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall
faithfully perform the work in accordance with the plans, specifications and contract documents, then this obligation shall
be void; otherwise to remain in full force and effect.
PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the
Texas Government Code, and all liabilities on this bond shall be determined In accordance with the provisions of said
article to the same extent as if it were copied at length herein.
IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this _
r day of , 19
Surety
' By:
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(Title)
Principal
By:
(Title)
By:
(Title)
By:
(Title)
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The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby
r" designates an agent resident in Lubbock County to whom any requisite notices may be delivered and
on whom service of process may be had in matters arising out of such suretyship.
Surety
., *By,
(Title)
P Approved as to Form
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City of Lubbock
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- City Attorney
t Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing
that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have copy of power of
attorney for our files.
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CERTIFICATE OF INSURANCE
ACHDRID. --CERTIFICATE OF INSURANCE °ATEIMM,DD,YY,
.,.�_ - 1/21/98
PRODUCEa' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
THE INWEST GROUP, INC. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
a 110 N. MARIENFELD ST. , SUITE 330 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
MIDLAND, TEXAS 79701 COMPANIES AFFORDING COVERAGE
COMPANY
A PETROSURANCE CASUALTY
i . INSURED COMPANY
WARDROUP & ASSOCIATES, INC. B SECURITY INS. CO. HARTFORD (MCGEE
P. 0. BOX 6999 COMPANY
LUBBOCK, TEXAS 79493 C
COMPANY
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COVERAGES
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD ,
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION OMITS
I LTR DATE (MM/DD/YY) DATE (MM/DDlYY)
GENERAL
LIABILITY
GENERAL AGGREGATE
$ 2000000
A
X
COMMERCIAL GENEfIALLIABILITY
PGL42169701-97
10/1/97
10/1/98
PRODUCTS -COMPIOPAGG
$ 2000000
s
CLAIMS MADE ® OCCUR
PERSONAL 6 ADV INJURY
$ 1000Q00
OWNER'S d CONTRACTOR'S PROT
EACH OCCURRENCE
$ 1000000
FIRE DAMAGE (Any one fire)
$ 50000
MED EXP (Any one person)
$ 5000
A
AUTOMOBILE
LIABILITY
COMBINED SINGLE LIMIT
$
X
ANY AUTO
PAL42169701-97
10/1/97
10/1/98
1000000
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ALL OWNED AUTOS
BODILY INJURY
$
SCHEDULED AUTOS
(Per person)
](
HIRED AUTOS
BODILY INJURY
$
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X
NON -OWNED AUTOS
(Pereooident)
PROPERTY DAMAGE
$
GARAGE LIABILITY
AUTO ONLY - EA ACCIDENT
$
ANY AUTO
OTHER THAN AUTO ONLY:
EACH ACCIDENT
$
E•{•
AGGREGATE
$
EXCESS LIABILITY
EACH OCCURRENCE
$
UMBRELLA FORM
AGGREGATE
$
OTHER THAN UMBRELLA FORM
$
s
WORKERS COMPENSATION AND
X I STATUTORY LIMITS
A .A
EMPLOYERS'LIABILITY
PWC42169701-97
10/3/97
10/3/98
EACH ACCIDENT
$ 500000
THE PROPRIETOR/ INCL
DISCASE - POLICY LIMIT
$ 500000
PARTNERS/EXECUTIVE
OFFICERS ARE: EXCL
DISEASE - EACH EMPLOYEE
$ 500000
OTHER
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BUILDERS RISK
BIND055218
10/1/97
10/1/98
PER JOB
$1250000
k;
DISASTER
$1250000
DESCRIPTION OF OPERATIONS7LOCATtONSNEHICLESISPECIAL ITEMS
RE: CITY OF LUBBOCK — BID #97294 — GARDEN AND ARTS CENTER EXTERIOR BUILDING RENOVATIONS
ADDITIONAL— INSURED'AND WAIVER OF SUBROGATION IN FAVOR OF THE CITY OF LUBBOCK EXCEPT
WORKER'S COMPENSATION
CERTIFICATE HOLDER CANCELLATION
CITY OF LUBBOCK SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
P 0. BOX 2000 EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL
.
10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,
LUBBOCK, TEXAS 79457 .
3 BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF
ANY KIND UPON THE CO NY, ITS AGENTS OR REPRESENTATIVES.
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AUTHORIZED SENTATIVE
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ACORD 25-S (3193) ACORD CORPORATION 1993
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CITY OF LUBBOCK
INSURANCE REQUIREMENT AFFIDAVIT
To Be Completed by Appropriate Insurance Agent/Broker
Prior to Award of Contract
l I, the undersigned Agent/Broker, certify that the insurance requirements contained in this bid document have
l been reviewed by me with the below identified Contractor. If the below identified Contractor is awarded this
contract by the City of Lubbock, I will be able to, within ten (10) days after being notified of such award by
r' contractor, furnish a valid insurance certificate to the City meeting all of the requirements defined in this
i bid/proposal.
7 Agent (Signature) Agent (Print)
Name of Agent/Broker: _
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Address of Agent/Broker:
l City/State/Zip:
r• Agent/Broker Telephone Number.
Date:
FCONTRACTOR'S NAME:
(Print or Type )
FCONTRACTOR'S ADDRESS:
NOTE TO AGENTIBROKER
If this time requirement is not met, the City has the right to reject this bid/proposal and award the
contract to another contractor. ff you have any questions concerning these requirements, please
contact the Purchasing Manager for the City of Lubbock at (806)775-2165.
BID #97294 - GARDEN AND ARTS CENTER EXTERIOR BUILDING RENOVATIONS
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CONTRACTOR CHECKLIST
A CONTRACTOR SHALL:
(1) provide coverage for its employees providing services on a project, for the duration of the project based
on proper reporting of classification codes and payroll amounts and filling of any coverage agreements;
(2) provide a certificate of coverage showing workers' compensation coverage to the governmental entity
prior to beginning work on the project;
(3) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the contractor's current certificate of
coverage ends during the duration of the project;
(4) obtain from each person providing services on a project, and provide to the governmental entity:
(A) a certificate of coverage, prior to that person beginning work on the project, so the governmental
entity will have on file certificates of coverage showing coverage for all persons providing
services on the project; and
(B) no later than seven days after receipt by the contractor, a new certificate of coverage showing
extension of coverage, if the coverage period shown on the current certificate of coverage ends
during the duration of the project;
(5) retain all required certificates of coverage on file for the duration of the project and for one year
thereafter,
(6) notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after
the contractor knew or should have known, of any change that materially affects the provision of
coverage of any person providing services on the project;
(7) post a notice on each project site informing all persons providing services on the project that they are
required to be covered, and stating how a person may verify current coverage and report failure to
provide coverage. This notice does not satisfy other posting requirements imposed by the Act or other
commission rules. This notice must be printed in at least 19 point normal type, and shall be in both
English and Spanish and any other language common to the worker population. The text for the notices
shall be the following text provided by the commission on the sample notice, without any additional
words or changes:
7
REQUIRED WORKERS' COMPENSATION COVERAGE
"The law requires that each person working on this site or providing services related to this construction project must (see
4 reverse) be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering
equipment and materials, or providing labor or transportation or other service related to the project, regardless of the
r, identity of their employer or status as an employee."
"Call the Texas Workers' Compensation Commission at (512)440- 3789 to receive information on the
legal requirement for coverage, to verify whether your employer has provided the required coverage, or
r to report an employer's failure to provide coverage." and
(8) contractually require each person with whom It contracts to provide services on a project, to:
(A)
provide coverage based on proper reporting of classification codes and payroll amounts and
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filing of any coverage agreements for all of its employees providing services on the project, for
the duration of the project;
(B)
provide a certificate of coverage to the contractor prior to that person beginning work on the
project;
(C)
include in all contracts to provide services on the project the language in subsection (e) (3) of
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this rule;
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(D)
provide the contractor, prior to the end of the coverage period, a new certificate of coverage
C
showing extension of coverage, if the coverage period shown on the current certificate of
coverage ends during the duration of the project;
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(E)
obtain from each other person with whom it contracts, and provide to the contractor.
(i) a certificate of coverage, prior to the other person beginning work on the project; and
(i) prior to the end of the coverage period, a new certificate of coverage showing extension of
`
the coverage period, if the coverage period shown on the current certificate of coverage ends
during the duration of the project;
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(F)
retain all required certificates of coverage on file for the duration of the project and for one year
thereafter,
(G) notify the governmental entity in writing by certified mail or personal delivery, within (ten) 10
k days after the person knew or should have known, of any change that materially affects the
r, provision of coverage of any person providing services on the project; and
(H) contractually require each other person with whom it contracts, to perform as required by
paragraphs (A) - (H), with the certificate of coverage to be provided to the person for whom they
are providing services.❑
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CONTRACT
r. STATE OF TEXAS
COUNTY OF LUBBOCK
THIS CONTRACT, made and entered into this OT" day of January.1998, by and between the City of Lubbock,
r' County of Lubbock, State of Texas, acting by and through Windy Sitton, Mayor, thereunto authorized to do so,
hereinafter referred to as OWNER, and tl-ardroup &Associates, Inc. of the City of Lubbock, County of Lubbock,
and the State of Texas hereinafter termed CONTRACTOR.
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WITNESSETH: That for and In consideration of the payments and Contracts hereinafter mentioned, to be made and
performed by the OWNER and under the conditions expressed in the bond bearing even date herewith (f any) the
CONTRACTOR hereby agrees with OWNER to commence and complete the construction of certain improvements
described as follows:
BID 097294 - GARDEN AND ARTS CENTER EXTERIOR BUILDING RENOVATIONS - $24,769.00
and all extra work in connection therewith, under the terms as stated In the contract documents and at his {or their) own
proper cost and expense to fumish all materials, supplies, machinery, equipment, tools, superintendence, labor,
Insurance and other accessories and services necessary to complete the said construction in accordance with the
contract documents as defined in the General Condition of the Contract.
The CONTRACTOR hereby agrees to commence work within ten days after the date written notice to do so shall have
been given to him and to substantially complete same within the time specified in the contract documents.
The OWNER agrees to pay the CONTRACTOR in current funds for the performance of the contract in accordance
with the bid submitted therefore, subject to additions and deductions, as provided in the contract documents and to make
payment on account thereof as provided therein.
IN WITNESS WHEREOF, the parties to these presents have executed this Contract In Lubbock, Lubbock County,
Texas in the year and day first above written.
APPROVED AS TO FORM: -
City Attorney
ATTEST:
Corporate ecret
��LIACE C . WA�DROUP,,,
Cl LUBB CK, T .AS ER)
By:
MAYOR
CONTRACTOR:
WARDROUP & AS IATES, INC.
By.
PRINTED NAME:_
DENNIS W, WARAROUP„+'`,
TITLE:
COMPLETE ADDRESS:
Wardroup & Associates, Inc.
4408 Brownfield Drive
Lubbock,Texas 79410
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GENERAL CONDITIONS OF THE CONTRACT
-J• ra 11MA0)&i;L4010J1. It
1. OWNER
Whenever the word Owner, or the expression Party of the First Part, or First Party, are used in this contract, it
shall be understood as referring to the City of Lubbock, Texas.
P. 2. CONTRACTOR
Whenever the word Contractor, or the expression Party of the Second Part, or Second Party, is used, it shall be
understood to mean the person, persons, co -partnership or corporation, to wit WARDROUP & ASSOCIATES,
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INC. who has agreed to perform the work embraced In this contract, or to his or their legal representative.
3. OWNER'S REPRESENTATIVE
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Whenever the word Owner's Representative or representative is used In this contract, it shall be understood as
referring to, City of Lubbock, under whose supervision these contract documents, Including plans and
specifications, were prepared, and GEORGE LISENBE, BUILDING & ENERGY ADMINISTRATOR, who will
r Inspect constructions; or to such other representative, supervisor, or inspector as may be authorized by said
Owner to act in any particular under this Contract. Engineers, supervisor or Inspectors will act for the Owner
under the direction of Owner's Representative, but shall not directly supervise the Contractor or persons acting
�^ on behalf of the Contractor.
4. CONTRACT DOCUMENTS
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The contract's documents shall consist of the Notice to Bidders, General instructions to Bidders, Bid, Signed
Contract, Statutory Bonds (f required), General Conditions of the Contract, Special Conditions of the Contract Of
any), Specifications, Plans, Insurance Certificate, and all other documents made available to Bidder for his
r' inspection in accordance with the Notice to Bidders..
5. INTERPRETATION OF PHRASES
Whenever the words "Directed," "Permitted," "Designated," "Required," "Considered Necessary," "Prescribed," or
words of like import are used, it shall be understood that the direction, requirement, permission, order,
designation or prescription of the Owner's Representative is Intended; and similarly, the words "Approved,"
"Acceptable," "Satisfactory," or words of like import shall mean approved by or acceptable or satisfactory to the
k Owner's Representative.
r, 6. SUBCONTRACTOR
The term Subcontractor, as employed herein, includes only those having a direct contract with the Contractor for
performance of work on the project contemplated by these contract documents. Owner shall have no
responsibility to any Subcontractor employed by Contractor for performance of work on the project contemplated
by these contract documents, but said Subcontractors will look exclusively to Contractor for any payments due
Subcontractor.
7. YMITTEN NOTICE
Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member
of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent certified mail to the
last business address known to him who gives the notice.
8. WORK
Unless otherwise stipulated, the Contractor shall provide and pay for all materials, supplies, machinery,
equipment, tools, superintendence, labor, Insurance, and all water, light, power, fuel, transportation and all other
facilities necessary for the execution and completion of the work covered by the contract documents. Unless --
otherwise specified, all materials shall be new and both workmanship and materials shall be of a good quality.
The Contractor shall, If required, furnish satisfactory evidence as to the kind and quality of materials. Materials
or work described in words which so applied have well known, technical or trade meaning shall be held to refer
such recognized standards.
All work shall be done and all materials furnished in strict conformity with the contract documents.
9. SUBSTANTIALLY COMPLETED
The term "Substantially Completed" Is meant that the structure or project contemplated by the contract
documents has been made suitable for use or occupancy or the facility Is in a condition to serve its intended
purpose, but still may require minor miscellaneous work and adjustment.
10. LAYOUT
Except as specifically provided herein, the Contractor shall be responsible for laying out all work and shall
accomplish this work in a manner acceptable to the Owner's Representative. The Owner's Representative will _
check the Contractor's layout of all major structures and any other layout work done by the Contractor at
Contractor's request, but this check does not relieve the Contractor of the responsibility of correctly locating all
work in accordance with the Plans and Specifications.
11. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE
The Contractor shall be furnished with two copies of all Plans, Profiles and Specifications without expense to him ._
and he shall keep one copy of same consistently accessible on the job site.
12. RIGHT OF ENTRY
The Owner's Representative may make periodic visits to the site to observe the progress of quality of the
executed work and to determine, In general, if the work is proceeding in accordance with the contract documents.
He will not be required to make exhaustive or continuous onsite Inspections to check the quality or quantity of the
work, nor will he be responsible for the construction means, methods, techniques, sequences or procedures, or
the safety precautions incident thereto. His efforts will be directed towards providing assurances for the Owner
that the completed project will conform to the requirements of the contract documents, but he will not be
responsible for the Contractor's failure to perform the work in accordance with the Contract Documents. On the
basis of his onsite observations, he will keep the Owner informed of the progress of the work and will endeavor to
guard the Owner against defects and deficiencies in the work of the Contractor.
13. LINES AND GRADES
All lines and grades shall be furnished by the Owner's Representative whenever necessary for the —
commencement of the work contemplated by these contract documents or the completion of the work
contemplated by these contract documents. Whenever necessary, Contractor shall suspend his work In order to
permit Owner's Representative to comply with this requirement, but such suspension will be as brief as practical
and Contractor shall be allowed no extra compensation therefore. The Contractor shall give the Owner's —
Representative ample notice of the time and place where lines and grades will be needed. All stakes, marks,
etc., shall be carefully preserved by the Contractor, and In case of careless destruction or removal by him, his
Subcontractors, or his employees, such stakes, marks, etc., shall be replaced by the Owner's Representative at —
Contractor's expense.
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14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY
Unless otherwise specified, it is mutually agreed between the parties to this Contract that the Owners
. , Representative shall review all work included herein. He has the authority to stop the work whenever such
stoppage may be necessary to insure the proper execution of the contract. In order to permit delays and
r. disputes and to discourage litigation, It is further agreed that the Owners Representative shall, in all cases,
determine the amounts and quantities of the several kinds of work which are to be paid for under this contract.
He shall determine all questions in relation to said work and the construction thereof, and shall, in all cases,
decide every question which may arise relative to the execution of this contract on the part of said Contractor.
The Owners Representatives' estimates and findings shall be conditions precedent to the right to any action on
the contract, and to any rights of the Contractor to receive any money under this contract.
The Owners Representative shall, within a reasonable time, render and deliver to both the Owner and the
Contractor a written decision on all claims of the parties hereto and on all questions which may arise relative to
the execution of the work or the interpretation of the contract, specifications and plans.
15. SUPERINTENDENCE AND INSPECTION
It is agreed by the Contractor that the Owners Representative shall be and is hereby authorized to appoint from
time to time such subordinate engineers, supervisors, or inspectors as the said Cmrners Representative may
deem proper to inspect the materials furnished and the work done under this Contract, and to see that said
material is furnished and said work is done in accordance with the specifications therefore. The Contractor shall
furnish all reasonable aid and assistance required by the subordinate engineers, supervisors or inspectors for the
proper inspection and examination of the work. The Contractor shall regard and obey the directions and
i instructions of any subordinate engineers, supervisors or inspectors so appointed, when such directions and
Instructions are consistent with the obligations of this Contract and accompanying plans and specifications
provided, however, should the Contractor object to any orders by any subordinate engineer, supervisor or
inspector, the Contractor may within six (6) days make written appeal to the Owners Representative for his
decision.
16. CONTRACTOR'S DUTY AND SUPERINTENDENCE
The Contractor shall give personal attention to the faithful prosecution and completion of this contract and shall
keep on the work, during its progress, a competent superintendent and any necessary assistants, all satisfactory
to Owners Representative. The superintendent shall represent the Contractor in his absence and all directions
given to him shall be binding as if given to the Contractor. Adequate supervision by competent and reasonable
representatives of the Contractor is essential to the proper performance of the work and lack of such supervision
shall be grounds for suspending operations of the Contractor.
The work, from its commencement to completion, shall be under the exclusive charge and control of the
Contractor and all risk in connection therewith shall be bome by the Contractor.
The Owner or Owners Representatives will not be responsible for the acts or omissions of the Contractor, or any
subcontractors, or any of his agents or employees, or any other persons performing any of the work,
17. CONTRACTOR'S UNDERSTANDING
It is understood and agreed that the Contractor has, by careful examination, satisfied himself as to the nature and
location of the work, the confirmation of the ground, the character, quality and quantity of materials to be
` encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the
work, and the general and local conditions, and all other matters which in any way effect the work under this
contract. No verbal Contract or conversation with any officer, agent, or employee of the Owner, either before or
after the execution of this contract, shall effect or modify any of the terms or obligations herein contained.
18. CHARACTER OF WORKMEN
The Contractor agrees to employ only orderly and competent men, skillful in the performance in the type of work
required under this contract, to do the work; and agrees that whenever the Owner's Representative shall inform
him In writing that any man or men on the work, are, in his opinion, incompetent, unfaithful, or disorderly, such
man or men shall be discharged from the work and shall not again be employed on the work without the Owner's
Representative's written consent.
19. CONSTRUCTION PLANT
The Contractor shall provide all labor, tools, equipment, machinery and materials necessary in the prosecution
and completion of this contract where it is not otherwise specifically provided that Owner shall furnish same, and it is also understood that Owner shall not be held responsible for the care, preservation, conservation, or
protection of any materials, tools, equipment or machinery or any part of the work until it is finally completed and
accepted.
The building of structures for the housing of men or equipment will be permitted only at such places as the
Owner's Representative shall direct, and the sanitary conditions of the grounds In or about such structure shall at
all times be maintained in a manner satisfactory to the Owner's Representative.
20. SANITATION
Necessary sanitary conveniences for the use of laborers on the work site, properly secluded from public
observation, shall be constructed and maintained by the Contractor in such manner and at such points as shall
be approved by the Owner's Representative and their use shall be strictly enforced.
21. OBSERVATION AND TESTING
The Owner or Owner's Representative shall have the right at all reasonable times to observe and test the work.
Contractor shall make necessary arrangements and provide proper facilities and access for such observation and
testing at any location wherever work is in preparation or progress. Contractor shall ascertain the scope of any
observation which may be contemplated by Owner or Owner's Representative and shall give ample notice as to
the time each part of the work will be ready for such observation. Owner or Owner's Representative may reject -,
any work found to be defective or not in accordance with the contract documents, regardless of the stage of its
completion or the time or place of discovery of such errors and regardless of whether Owner's Observer has
previously accepted the work through oversight or otherwise. If any work should be covered without approval or
consent of the Owner, it must, if requested by Owner or Owner's Representative, be uncovered for examination
at Contractor's expense. In the event that any part of the work is being fabricated or manufactured at a location
where it is not convenient for Owner or Owner's Representative to make observations of such work or require
testing of said work, then in such event Owner or Owner's Representative may require Contractor to furnish --
Owner or Owner's Representative certificates of inspection, testing or approval made by persons competent to
perform such tasks at the location where that part of the work is being manufactured or fabricated. All such tests
will be in accordance with the methods prescribed by the American Society for Testing and Materials or such
other applicable organization as may be required by law or the contract documents.
If any work which is required to be inspected, tested, or approved Is covered up without written approval or
consent of the Owner or Owner's Representative, it must, if requested by the Owner or Owner's Representative,
be uncovered for observation and testing at the Contractor's expense. The cost of all such inspections, tests and
approvals shall be bome by the Contractor unless otherwise provided herein. Any work which fails to meet the
requirements of any such tests, inspections or approval, and any work which meets the requirements of any such
tests or approval but does not meet the requirements of the contract documents shall be considered defective.
Such defective work shall be corrected at the Contractor's expense.
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Neither observations by the Owner or Owners Representative, nor Inspections, tests, or approvals made by
Owner, Owners Representative, or other persons authorized under this Contract to make such inspections, tests,
or approvals shall relieve the Contractor from his obligation to perform the work in accordance with the
requirements of the contract documents.
t 22. DEFECTS AND THEIR REMEDIES
It is further agreed that if the work or any part thereof, or any material brought on the site of the work for use in
r` the work or selected for the same, shall be deemed by the Owner or Owners' Representative as unsuitable or not
In conformity with plans, specification and contract documents, the Contractor shall, after receipt of written notice
thereof from the Owners Representative, forthwith remove such material and rebuild or otherwise remedy such
r.. work so that it shall be in full accordance with this contract. It is further agreed that any remedial action
contemplated as hereinabove set forth shall be at Contractors expense.
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23. CHANGES AND ALTERATIONS
The Contractor further agrees that the Owner may make such changes and alterations as the Owner may see fit,
in the line, grade, form dimensions, plans or materials for the work herein contemplated, or any part thereof,
either before or after the beginning of the construction, without affecting the validity of this contract and the
accompanying bond.
If such changes or alterations diminish the quantity of the work to be done, they shall not constitute the basis for
a claim for damages, or anticipated profits on the work that may be dispensed with. If they increase the amount
of work, and the increased work can fairly be classified under the specifications, such increase shall be paid
according to the quantity actually done and at the unit price established for such work under this contract;
otherwise such additional work shall be paid for as provided under Extra Work. In case the Owner shall make
such changes or alterations as shall make useless any work already done or material already furnished or used in
said work, then the Owner shall recompense the Contractor for any material or labor so used, and for any actual
loss occasioned by such change, due to actual expenses incurred in preparation for the work as originally
planned.
24. EXTRA WORK
The term "extra work" as used in this contract shall be understood to mean and include all work that may be
required by the Owner or Owners Representative to be done by the Contractor to accomplish any change,
alteration or addition to the work as shown on the plans and specifications or contract documents and not
covered by Contractors bid, except as provided under Changes and Alterations herein.
It is agreed that the Contractor shall perform all extra work under the direction of the Owners Representative
when presented with a written work order signed by the Owners Representative; subject, however, to the right of
the Contractor to require written confirmation of such extra work order by the Owner. It is also agreed that the
compensation to be paid to the Contractor for performing said extra work shall be determined by the following
methods:
Method (A) By agreed unit prices; or
Method (B) - By agreed lump sum; or
Method (C) - If neither Method (A) or Method (B) be agreed upon before the extra work is
commenced, then the Contractor shall be paid the actual field cost of the work, plus
fifteen (15%) percent.
in the event said extra work be performed and paid for under Method (C), then the provisions of this paragraph
shall apply and the "actual field cost" is hereby defined to include the cost of all workmen, such as foremen,
timekeepers, mechanics and laborers, materials, supplies, teams, trucks, rentals on machinery and equipment,
for the time actually employed or used on such extra work, plus actual transportation charges necessarily
incurred, together with all expenses incurred directly on account of such extra work, including Social Security,
Old Age Benefits, Maintenance Bonds, Public Liability and Property Damage and Workers' Compensation and all
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other insurances as may be required by law or ordinances or directed by the Owner or Owners Representative,
or by them agreed to. Owners Representative may direct the form in which accounts of the actual field cost
shall be kept and records of these accounts shall be made available to the Owners Representative. The Ownees
Representative may also specify in writing, before the work commences, the method of doing the work and the
type and kind of machinery and equipment to be used; otherwise, these matters shall be determined by the
Contractor. Unless otherwise agreed upon, the prices for the use of machinery and equipment shall be —
determined by using 100%, unless otherwise specified, of the latest Schedule of Equipment and Ownership
Expenses adopted by the Associated General Contractors of America. Where practical, the terms and prices for
the use of machinery and equipment shall be incorporated in the written extra work order. The fifteen percent
(15%) of the actual field cost to be paid to Contractor shall cover and compensate him for his profit, overhead,
general superintendence and field office expense, and all other elements of cost and expense not embraced
within the actual field cost as herein defined, save that where the Contractors Camp or Field Office must be
maintained primarily on account of such Extra Work, then the cost to maintain and operate the same shall be —
included in the "actual field cost."
No claim for extra work of any kind will be allowed unless ordered In writing by Owners Representative. In case
any orders or instructions appear to the Contractor to involve extra work for which he should receive
compensation or an adjustment in the construction time, he shall make written request to the Owners
Representative for a written order authorizing such extra work. Should a difference of opinion arise as to what
does or does not constitute extra work or as to the payment therefore, and the Owners Representative insists —
upon its performance, the Contractor shall proceed with the work after making written request for written order
and shall keep adequate and accurate account of the actual field cost thereof, as provided under Method (C).
The Contractor will thereby preserve the right to submit the matter of payment to arbitration as herein below
provided.
25. DISCREPANCIES AND OMISSIONS
It is further agreed that it is the intent of this contract that all work described in the bid, the specifications, plans
and other contract documents, is to be done for the prices quoted by the Contractor and that such price shall
include all appurtenances necessary to complete the work in accordance with the intent of these contract
documents as interpreted by Owners Representative. If the Contractor finds any discrepancies or omissions in
these plans, specifications, or contract documents, he should notify the Owners' Representative and obtain a
clarification before the bids are received, and if no such request is received by the Owners Representative prior
to the opening of bids, then it shall be considered that the Contractor fully understands the work to be included and has provided sufficient sums in his bid to complete the work in accordance with these plans and
specifications. It Is further understood that any request for clarification must be submitted no later than five days
prior to the opening of bids.
26. RIGHT OF OWNER TO MODIFY METHODS AND EQUIPMENT
If at any time the methods or equipment used by the Contractor are found to be inadequate to secure the quality
of work with the rate of progress required under this contract, the Owner or Owners Representative may order
the Contractor in writing to increase their safety or improve their character and efficiency and the Contractor shall
comply with such order.
If, at any time, the working force of the Contractor is inadequate for securing the progress herein specified, the
Contractor shall, if so ordered in writing, increase his force or equipment, or both, to such an extent as to give
reasonable assurance of compliance with the schedule of progress.
27. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC
The Contractor shall take out and procure a policy or policies of Workers' Compensation Insurance with an }
Insurance company licensed to transact business in the State of Texas, which policy shall comply with the
Workers' Compensation laws of the State of Texas. The Contractor shall at all times exercise reasonable
precaution for the safety of employees and others on or near the work and shall comply with all applicable —
provisions of federal, state and municipal laws and building and construction codes. All machinery and
equipment and other physical hazards shall be guarded in accordance with the 'Manual of Accident Prevention in
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Construction" of Associated General Contractors of America, except where incompatible with federal, state or
municipal laws or regulations. The Contractor, his sureties and Insurance carriers shall defend, indemnify and
save harmless the Owner and all of its officers, agents and employees from all suits, actions, or claims of any
character whatsoever, brought for or on account of any injuries or damages received or sustained by any person
or persons or property, on account of any negligent act or fault of the Contractor or any subcontractor, their
agents or employees, in the execution and supervision of said contract, and the project which is the subject
matter of this contract, on account of the failure of Contractor or any subcontractor to provide necessary
barricades, warning lights, or signs and will be required to pay any judgment with costs which may be obtained
against the Owner or any of its officers, agents, or employees including attorney's fees.
The safety precautions taken shall be the sole responsibility of the Contractor, in his sole discretion as an
Independent Contractor, Inclusion of this paragraph in the Contract, as well as any notice which may be given by
the Owners or the Owner's Representative concerning omissions under this paragraph as the work progresses,
are intended as reminders to the Contractor of his duty and shall not be construed as any assumption of duty to
supervise safety precautions by either the Contractor or any of his subcontractors.
CONTRACTOR'S INSURANCE
The Contractor shall not commence work under this contract until he has obtained all insurance as required in the
General Conditions of the contract documents, from an underwriter authorized to do business In the State of
Texas and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of
cancellation or any material change will be provided ten (10) days in advance of cancellation or change. All
policies shall contain an agreement on the part of the insurer waiving the right to subrogation.
The Contractor shall procure and cant' at his sole cost and expense through the life of this contract, insurance
protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such
Insurance shall be carried with an insurance company authorized to transact business in the State of Texas and
shall cover all operations in connection with this contract, whether performed by the Contractor or a
subcontractor, or separate policies shall be provided covering the operation of each subcontractor. A certificate
of insurance specifying each and all coverages shall be submitted within ten days after being notified of such
award.
The insurance certificates furnished shall name the City as an additional insured. A Worker's
Compensation Coverage statement from the Contractor to the effect that no work on this particular
project shall be subcontracted will be accepted as an alternative. It shall be the contractors
responsibility to provide to the owner all proof of coverage insurance documents including workers
compensation coverage for each subcontractor.
A. Comprehensive General Liability Insurance
The contractor shall have Comprehensive General Liability Insurance with limits of $1,000,000
Combined Single Limit In the aggregate and per occurrence to include:
Premises and Operations
Explosion & Collapse Hazard
Underground Damage Hazard
Products & Completed Operations Hazard
Contractual Liability
Independent Contractors Coverage
Personal Injury
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Advertising Injury
B. Owner's Protective or Contingent Public Liability Insurance and Property Damage Liability Insurance.
For bodily injuries, including accidental death and or property damage, $1 000.000 Combined Single
Limit. This policy shall be submitted prior to contract execution.
C. Comprehensive Automobile Liability Insurance
The Contractor shall have Comprehensive Automobile Liability Insurance with limits of not less than;
Bodily Injury/Property Damage, $1.000,000 Combined Single Limit,
to include all owned and nonowned cars Inciuding:Employers Nonownership Liability Hired and
Nonowned Vehicles. The City is to be named as an additional insured on this policy for this specific job
and copy of the endorsement doing so is to be attached to the Certificate of insurance.
D. Builder's Risk Installation
The Contractor shall obtain a Builder's Risk policy in the amount of 0.00% of the total contract price
(100% of potential loss) naming the City of Lubbock as insured.
E. Umbrella Liability Insurance
The Contractor shall have Umbrella Liability Insurance in the amount of $0.00 on all contracts with
coverage to correspond with Comprehensive General Liability and Comprehensive Automobile Liability
coverages.
F. Worker's Compensation and Employers Liability Insurance
Worker's Compensation Insurance covering all employees whether employed by the Contractor or any
Subcontractor on the job with Employers Liability of at least $500,000.
1. Definitions: r
Certificate of coverage ("certificate's - A copy of a certificate of insurance, a certificate of
authority to self -insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-
82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for
the person's or entity's employees providing services on a project, for the duration of the project.
Duration of the project - includes the time from the beginning of the work on the project until the
contractor's/person's work on the project has been completed and accepted by the governmental
entity.
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Persons providing services on the project ("subcontractor" in 406.096) - includes all persons or
entities performing all or part of the services the contractor has undertaken to perform on the
project, regardless of whether that person contracted directly with the contractor and regardless
of whether that person has employees. This includes, without limitation, independent
contractors, subcontractors, leasing companies, motor carvers, owner -operators, employees of
any such entity, or employees of any entity which furnishes persons to provide services on the
project. "Services" include, without limitation, providing, hauling, or delivering equipment or
materials, or providing labor, transportation, or other service related to a project. "Services"
does not include activities unrelated to the project, such as food/beverage vendors, office supply
deliveries, and delivery of portable toilets.
2. The contractor shall provide coverage, based on proper reporting of classification codes and
payroll amounts and filing of any coverage agreements, which meets the statutory requirements
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of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services
on the project, for the duration of the project.
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3. The Contractor must provide a certificate of coverage to the governmental entity prior to being
awarded the contract.
4. If the coverage ,period shown on the contractors current certificate of coverage ends during the
duration of the project, the contractor must, prior to the end of the coverage period, file a new
certificate of coverage with the governmental entity showing that coverage has been extended.
5. The contractor shall obtain from each person providing services on the project, and provide to
the governmental entity:
(a) a certificate of coverage, prior to that person beginning work on the project, so the
governmental entity will have on file certificates of coverage showing coverage for all
persons providing services on the project; and
(b) no later than seven days after receipt by the contractor, a new certificate of coverage
showing extension of coverage, If the coverage period shown on the current certificate of
coverage ends during the duration of the project.
6 The contractor shall retain all required certificates of coverage for the duration of the project and
for one year thereafter.
7. The contractor shall notify the governmental entity in writing by certified mail or personal
delivery, within 10 days after the contractor knew or should have known, of any change that
materially affects the provision of coverage of any person providing services on the project.
8. The contractor shall post on each project site a notice, in the text, form and manner prescribed
by the Texas Workers' Compensation Commission, informing all persons providing services on
the project that they are required to be covered, and stating how a person may verify coverage
and report lack of coverage.
9. The contractor shall contractually require each person with whom it contracts to provide services
on the project, to:
(a) provide coverage, based on proper reporting of classification codes and payroll amounts
and filing of any coverage agreements, which meets the statutory requirements of Texas
Labor Code, Section 401.011(44) for all of its employees providing services on the
project, for the duration of the project;
(b) provide to the contractor, prior to that person beginning work on the project, a certificate
of coverage showing that coverage is being provided for all employees of the person
providing services on the project, for the duration of the project;
(c) provide the contractor, prior to the end of the coverage period, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the current
certificate of coverage ends during the duration of the project;
(d) obtain from each other person with whom it contracts, and provide to the contractor.
(1) a certificate of coverage, prior to the other person beginning work on the project;
and
(2) a new certificate of coverage showing extension of coverage, prior to the end of
the coverage period, If the coverage period shown on the current certificate of
coverage ends during the duration of the project;
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(e) retain all required certificates of coverage on file for the duration of the project and for
one year thereafter,
(f) notify the governmental entity in writing by certified mail or personal delivery, within 10
days after the person knew or should have known, of any change that materially affects
the provision of coverage of any person providing services on the project; and
(g) contractually require each person with whom it contracts to perform as required by
paragraphs (1) - (7), with the certificates of coverage to be provided to the person for
whom they are providing services.
10. By signing this contract or providing or causing to be provided a certificate of coverage, the
contractor is representing to the governmental entity that all employees of the contractor who will —
provide services on the project will be covered by worker's compensation coverage for the
duration of the project, that the coverage will be based on proper reporting of classification codes
and payroll amounts, and that all coverage agreements will be filed with the appropriate
insurance carrier or, in the case of a self -insured, with the commission's Division of Self -
Insurance Regulation. -Providing false or misleading information may subject the contractor to
administrative penalties, criminal penalties, civil penalties, or other civil actions.
11. The contractor's failure to comply with any of these provisions is a breach of contract by the
contractor which entitles the governmental entity to declare the contract void if the contractor
does not remedy the breach within ten days after receipt of notice of breach from the
governmental entity.
G. Proof of Coverage
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Before work on this contract is commenced, each Contractor and subcontractor shall submit to the
Owner for approval five Certificates of Insurance covering each insurance policy carried and offered as
evidence of compliance with the above insurance requirements, signed by an authorized representative
of the insurance company setting forth:
(1) The name and address of the insured.
(2) The location of the operations to which the insurance applies.
(3) The name of the policy and type or types of insurance in force thereunder on the date bome by
such certificate.
(4) The expiration date of the policy and the limit or limits of liability thereunder on the date bome by
such certificate. --
(5) A provision that the policy may be canceled only by mailing written notice to the named insured
at the address shown in the bid specifications.
(6) A provision that written notice shall be given to the City ten days prior to any change in or
cancellation of the policies shown on the certificate.
(7) The certificate or certificates shall be on the form (or identical copies thereof) contained in the
job specifications. No substitute of nor amendment thereto will be acceptable.
(8) If policy limits are paid, new policy must be secured for new coverage to complete project.
(9) A Contractor shall:
(a) provide coverage for its employees providing services on a project, for the duration of
the project based on proper reporting of classification codes and payroll amounts and
filling of any coverage agreements;
(b) provide a certificate of coverage showing workers' compensation coverage to the
governmental entity prior to beginning work on the project;
(c) provide the governmental entity, prior to the end of the coverage period, a new
certificate of coverage showing extension of coverage, if the coverage period shown on
the contractor's current certificate of coverage ends during the duration of the project;
(d) obtain from each person providing services on a project, and provide to the
governmental entity:
01 a certificate of coverage, prior to that person beginning work on the project, so
the governmental entity will have on file certificates of coverage showing
coverage for all persons providing services on the project; and
pi) no later than seven days after receipt by the contractor, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the
current certificate of coverage ends during the duration of the project;
(e) retain all required certificates of coverage on file for the duration of the project and for
one year thereafter,
(f) notify the governmental entity in writing by certified mail or personal delivery, within 10
days after the contractor knew or should have known, of any change that materially
affects the provision of coverage of any person providing services on the project;
(g) post a notice on each project site informing all persons providing services on the project
that they are required to be covered, and stating how a person may verify current
coverage and report failure to provide coverage. This notice does not satisfy other
posting requirements imposed by the Act or other commission rules. This notice must
be printed in at least 19 point normal type, and shall be in both English and Spanish and
any other language common to the worker population. The text for the notices shall be
the following text provided by the commission on the sample notice, without any
additional words or changes:
REQUIRED WORKERS' COMPENSATION COVERAGE
'The law requires that each person working on this site or providing services
related to this construction project must be covered by workers' compensation
i Insurance. This Includes persons providing, hauling, or delivering equipment and
materials, or providing labor or transportation or other service related to the
project, regardless of the Identity of their employer or status as an employee."
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"Call the Texas Workers' Compensation Commission at SIV440-3789 to receive
Information on the legal requirement for coverage, to verify whether your
employer has provided the required coverage, or to report an employer's failure to
provide coverage." and
(h) contractually require each person with whom it contracts to provide services on a project,
to:
0 provide coverage based on proper reporting of classification codes and payroll
amounts and filing of any coverage agreements for all of its employees
providing services on the project, for the duration of the project;
(1i) provide a certificate of coverage to the contractor prior to that person beginning
work on the project;
(iiI Include in all contracts to provide services on the project the language in
subsection (e) (3) of this rule;
(iv) provide the contractor, prior to the end of the coverage period, a new certificate
of coverage showing extension of coverage, if the coverage period shown on the
current certificate of coverage ends during the duration of the project;
(v) obtain from each other person with whom it contracts, and provide to the
contractor:
(1) a certificate of coverage, prior to the other person beginning work on the
project; and
(2) prior to the end of the coverage period, a new certificate of coverage
showing extension of the coverage period, if the coverage period shown
on the current certificate of coverage ends during the duration of the
project,
(vo retain all required certificates of coverage on file for the duration of the project
and for one year thereafter;
(vii) notify the governmental entity in writing by certified mail or personal delivery,
within 10 days after the person knew or should have known, of any change that
materially affects the provision of coverage of any person providing services on
the project; and
(viii) contractually require each other person with whom it contracts, to perform as
required by paragraphs (A) - (H), with the certificate of coverage to be provided
to the person for whom they are providing services.
29. DISABLED EMPLOYEES
Contractors having more than 15 employees agree to comply with the Americans with Disabilities Act of 1990,
and agree not to discriminate against a qualified individual with a disability because of the disability of such --
individual in regard to job application procedures, the hiring, advancement, or discharge of employees, employee
compensation, job training, and other terms, conditions, and privileges of employment.
30. PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS, LABORERS, MATERIALMEN, AND
FURNISHERS OF MACHINERY., EQUIPMENT AND SUPPLIES
The Contractor agrees that he will indemnify and save the Owner harmless from all claims growing out of any
demands of subcontractors, laborers, workmen, mechanics, materialmen and furnishers of machinery and parts
thereof, equipment, power tools, all suppliers, including commissary, incurred in the furtherance of the
performance of this contract. When Owner so desires, the Contractor shall furnish satisfactory evidence that all ,
obligations of the nature hereinabove designated have been paid, discharged or waived.
If during the progress of the work, Contractor shall allow any indebtedness to accrue for work furnished by any of
those designated in the preceding paragraph and shall fail to pay and discharge any such indebtedness within --
five (5) days after demand is made, then Owner may, during the period for which such indebtedness shall remain
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' unpaid, withhold from the unpaid portion of this contract, a sum equal to the amount of such unpaid indebtedness
or may apply the sum so withheld to discharge any such indebtedness.
Any and all communications between any party under this paragraph must be in writing.
r 31. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION
The contractor shall pay all royalties and license fees, and shall provide for the use of any design, device,
material or process covered by letters patent or copyright by suitable legal Contract with the Patentee or Owner
thereof. The Contractor shall defend all suits or claims for infringement of any patent or copyrights and shall
Indemnify and save the Owner harmless from any loss on account thereof, except that Owner shall defend all
such suits and claims and shall be responsible for all such loss when a particular design, device, material or
process or the product of a particular manufacturer or manufacturers is specified or required in these contract
documents by Owner, provided, however, If choice of alternate design, device, material or process is allowed to
the Contractor, then Contractor shall indemnify and save Owner harmless from any loss on account thereof. If
the material or process specified or required by Owner is an Infringement, the Contractor shall be responsible for
such loss unless he promptly gives written notice to the Owner of such infringement.
32. LAWS AND ORDINANCES
i— The Contractor shall at all times observe and comply with all federal, state and local laws, ordinances and
regulations, which in any manner effect the contract or the work, and shall indemnify and save harmless the
Owner against any claims arising from the violation of any such laws, ordinances, and regulations, whether by
the Contractor or his employees. If the Contractor observes that the plans and specifications are at variance
therewith, he shall promptly notify the Owners' Representative in writing and any necessary changes shall be
adjusted as provided in the contract for changes in the work. If the Contractor performs any work knowing it to
be contrary to such laws, ordinances, rules and regulations, and without such notice to the Owner's
i Representative, he shall bear all costs arising therefrom.
The Owner is a municipal corporation of the State of Texas and the law from which it derives Its powers, insofar
as the same regulates the objects for which, or the manner in which, or the conditions under which the Owner
may enter Into contracts, shall be controlling, and shall be considered as part of this contract to the same effect
as though embodied herein.
33. ASSIGNMENT AND SUBLETTING
The Contractor further agrees that he will retain personal control and will give his personal attention to the
1 fulfillment of this contract. The Contractor further agrees that subletting of any portion or feature of the work, or
1 materials required in the performance of this contract, shall not relieve the Contractor from his full obligations to
r the Owner, as provided by this Contract.
f 34. TIME FOR COMPLETION AND LIQUIDATED DAMAGES
It is hereby understood and mutually agreed by and between the Contractor and the Owner, that the date of
beginning and time for completion as specified in the contract of work to be done hereunder are essential
1 conditions of this contract; and it is further mutually understood and agreed that the work embraced in this
contract shall be commenced on a date to be specified in the Notice to Proceed.
If the Contractor should neglect, fail, or refuse to complete the work within the time herein specified, or any
proper extension thereof granted by the Owner, then the Contractor does hereby agree as part of the
consideration for the awarding of this contract, the Owner may withhold permanently from Contractor's total
compensation, the sum of $200 (TWO HUNDRED DOLLARS) PER DAY, not as a penalty, but as liquidated
damages for the breach of the contract as herein set forth for each and every calendar day that the Contractor
shall be in default after the time stipulated for completing the work.
r
It is expressly understood and agreed, by and between Contractor and the Owner, that the time for the
completion of the work described herein is reasonable time for the completion of the same, taking into
r
consideration the average climatic change and conditions and usual industrial conditions prevailing in this
locality. The amount is fixed and agreed upon by and between the Contractor and the Owner because of the
impracticability and extreme difficulty in fixing and ascertaining actual damages the Owner would in such event
sustain, and the amount is agreed to be damages the Owner would sustain and shall be retained by the Owner
from current periodical estimates for payments or from final payment.
It is further agreed and understood between the Contractor and Owner that time is of the essence of this contract.
35. TIME AND ORDER OF COMPLETION
It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the Contractor
shall be allowed to prosecute his work at such time and sessions, in such order of precedence, and in such
manner as shall be most conductive to economy of construction; provided, however, that the order and time of
prosecution shall be such that the work shall be substantially completed as a whole and in part, in accordance
with this contract, the plans and specifications, and within the time of completion designated in the bid; provided,
also, that when the Owner is having other work done, either by contract or by his own force, the Owner's
Representative may direct the time and manner of constructing work done under this contract so that conflicts
will be avoided and the construction of the various works being done for the Owner shall be harmonized.
The Contractor shall submit, at such times as may reasonably be requested by the Owner's Representative,
schedules which shall show the order in which the Contractor intends to canyon the work, with dates at which the
Contractor will start the several parts of the work and estimated dates of completion of the several parts.
36. EXTENSION OF TIME
The Contractor agrees that he has submitted his bid in full recognition of the time required for the completion of
this project, taking into consideration the average climatic range and .industrial conditions prevailing in this =—
locality, and has considered the liquidated damage provisions of paragraph 33 hereinabove set forth and that he
shall not be entitled to, nor will he request, an extension of time on this contract, except when his work has been
delayed by an act or neglect of the Owner, Owner's Representative, employees of the Owner or other contractors
employed by the owner, or by changes ordered in the work, or by strike, walkouts, acts of God or the public
enemy, fire or flood. The Contractor may apply in writing for an extension of time, submitting therewith all written
justification as may be required by Owner's Representative for such an extension as requested by Contractor.
The Owner's Representative within ten (10) days after receipt of a written request for an extension of time by the --
Contractor supported by all requested documentation shall then consider such written request and respond to ;
Contractor in writing granting or rejecting the request for an extension of time to complete the project.
37. . HINDRANCE AND DELAYS
In executing the contract, the Contractor agrees that in undertaking to complete the work within the time herein
fixed, he has taken into consideration and made allowances for all hindrances and delays incident to such work,
whether growing out of delays in securing material or workmen or otherwise. No charge shall be made by the
Contractor for hindrance or delays from any cause during the progress of any part of the work embraced in this
contract except where the work Is stopped by order of the Owner or Owner's Representative for the Owner's
convenience, in which event, such expense as in the judgment of the Owner's Representative that is caused by
such stoppage shall be paid by Owner to Contractor.
38. QUANTITIES AND MEASUREMENTS
No extra or customary measurements of any kind will be allowed, but the actual measured or computed length, area, solid contents, number and weight only shall be considered, unless otherwise specifically provided. In the
event this contract is let on a unit price basis, then Owner and Contractor agree that this contract, including the
specifications, plans and other contract documents are intended to show clearly all work to be done and material
to be furnished hereunder. Where the estimated quantities areshown for the various classes of work to be done
and material to be furnished under this contract, they are approximate and are to be used only as a basis for
estimating the probable cost of the work and for comparing their bids offered for the work. It is understood and
agreed that the actual amount of work to be done and the materials to be furnished under this contract may differ
° somewhat from these estimates, and that where the basis for payment under this contract is the unit price
method, payment shall be for the actual amount of work done and materials furnished on the project.
1 39. PROTECTION OF ADJOINING PROPERTY
The Contractor shall take proper means to protect the adjacent or adjoining property or properties in any way
encountered, which may be injured or seriously affected by any process of construction to be undertaken under
` this Contract, from any damage or Injury by reason of said process of construction; and he shall be liable for any
and all claims for such damage on account of his failure to fully protect all adjacent property. The Contractor
agrees to indemnify, save and hold harmless the Owner against any claim or claims for damages due to any
Injury to any adjacent or adjoining property, arising or growing out of the performance of this contract, but such
Indemnity shall not apply to any claim of any kind arising out of the existence or character of the work.
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40. PRICE FOR WORK
In consideration of the furnishing of all necessary labor, equipment and material and the completion of all work
by the Contractor, and on the delivery of all materials embraced In this contract in full conformity with the
specifications and stipulations herein contained, the Owner agrees to pay the Contractor the price set forth in the
bid attached hereto, which has been made a part of this contract, and the Contractor hereby agrees to receive
^-� such price in full for furnishing all materials and all labor required for the aforesaid work, also, for all expenses
Incurred by him and for well and truly performing the same and the whole thereof In the manner and according to
this Contract, the attached specifications, plans, contract documents and requirements of Owner's
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Representative.
41. PAYMENTS
No payments made or certificates given shall be considered as conclusive evidence of the performance of the
contract, either wholly or in part, nor shall any certificate or payment be considered as acceptance of defective
work. Contractor shall at any time requested during the progress of the work furnish the Owner or Owner's
Representative with a verifying certificate showing the Contractor's total outstanding Indebtedness in connection
with the work. Before final payment is made, Contractor shall satisfy Owner, by affidavit or otherwise, that there
are no outstanding liens against Owner's premises by reason of any work under the contract. Acceptance by
Contractor of final payment of the contract price shall constitute a waiver of all claims against Owner which have
not theretofore been timely filed as provided in this contract.
42. PARTIAL PAYMENTS
On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an application
for partial payment. Owner's Representative shall review said application for partial payment and the progress of
the work made by the Contractor and If found to be In order shall prepare a certificate for partial payment
*` showing as completely as practical the total value of the work done by the Contractor up to and including the last
s day of the preceding month; said statement shall also include the value of all sound materials delivered on site of
the work that are to be fabricated into the work.
The Owner shall then pay the Contractor on or before the fifteenth day of the current month the total amount of
the Owner's Representative's Certificate of Partial Payment, less 5% of the amount thereof, which 5% shall be
retained until final payment, and further, less all previous payments and all further sums that may be retained by
Owner under the terms of this Contract. It Is understood, however, that in case the whole work be near to
completion, and this fact is certified to by Owner's Representative and some unexpected and some unusual
delay occurs due to no fault or negligence on the part of the Contractor, the Owner may upon written
recommendation of Owner's Representative pay a reasonable and equitable portion of the retained percentage
due Contractor.
43. FINAL COMPLETION AND ACCEPTANCE
Within thirty-one (31) days after the Contractor has given the Owner's Representative written notice that the work
has been completed or substantially completed, the Owner's Representative and the Owner shall inspect the
work and within said time, if the work be found to be completed or substantially completed in accordance with the
contract documents, the Owner's Representative shall issue to the Owner and Contractor his certificate of
completion, and thereupon it shall be the duty of the Owner within thirty-one (31) days to issue a certificate of
acceptance of the work to the Contractor.
44. FINAL PAYMENT
Upon the issuance of the certificate of completion, the Owner's Representative shall proceed to make final
measurement and prepare a final statement of the value of all work performed and materials furnished under the
terms of the Contract, and shall certify same to the Owner, who shall pay to the Contractor on or before the 31st
day after the date of certificate of completion, the balance due Contractor under the terms of this Contract,
provided he has fully performed his contractual obligations under the terms of this contract; and said payment
shall become due in any event upon said performance by the Contractor. Neither the certificate of acceptance
nor the final payment, nor any provisions in the contract documents shall relieve the Contractor of the obligation
for fulfillment of any warranty which may be required in the special conditions (if any) of this contract or required
in the specifications made a part of this contract.
45. CORRECTION OF WORK BEFORE FINAL PAYMENT FOR WORK
Contractor shall promptly remove from Owners' premises all materials condemned by the Owner's
Representative on account of failure to conform to the contract, whether actually incorporated in the work or not,
and Contractor shall at his own expense promptly replace such condemned materials with other materials
conforming to the requirements of the contract. Contractor shall also bear the expense of restoring all work of
other contractors damaged by any such removal or replacement. If Contractor does not remove and replace any
such condemned work within a reasonable time after a written notice by the Owner or the Owner's
Representative, Owner may remove and replace it at Contractor's expense.
46. CORRECTION OF WORK AFTER FINAL PAYMENT
Neither the final payment nor certificate nor any provision in this contract shall relieve the Contractor of
responsibility for faulty materials or workmanship, and he shall remedy any defects due thereto and pay for any
damage to other work resulting therefrom, which shall appear within a period of one (1) year from the date of
substantial completion. The Owner or the Owner's Representative shall give notice of observed defects with
reasonable promptness.
47. PAYMENT WITHHELD
The Owner may, on account of subsequently discovered evidence, withhold or nullify the whole or part of any
certificate to such extent as may be necessary to protect himself from loss on account of:
(a) Defective work not remedied.
(b) Claims filed or reasonable evidence indicating possible filing of claims.
(c) Failure of the Contractor to make payments promptly to subcontractors or for materials or labor.
(d) Damage to another contractor.
When the above grounds are removed, or the Contractor provides a surety bond satisfactory to the Owner, which --
will protect the Owner in the amount withheld, payment shall be made for amounts withheld because of them.
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48. TIME OF FILING CLAIMS
It Is further agreed by both parties hereto that all questions of dispute or adjustment presented by the Contractor
a shall be in writing and filed with the Owner's Representative within fifteen (15) days after the Owner's
Representative has given any directions, order or instruction to which the Contractor desires to take exception.
i- The Owners' Representative shall reply to such written exceptions by the Contractor and render his final decision
In writing. In case the Contractor should appeal from the decision of the Owner's Representative, any demand
for arbitration shall be filed with the Owner's Representative and the Owner in writing within ten (10) days after
the date of delivery to Contractor of the final decision of the Owner's Representative. It is further agreed that
final acceptance of the work by the Owner and the acceptance by the Contractor of the final payment shall be a
bar to any claim by either party, except where noted otherwise In the contract documents.
r*► 49. ABANDONMENT BY CONTRACTOR
`I In case the Contractor should abandon and fail or refuse to resume work within ten (10) days after written
notification from the Owner or the Owner's Representative, or if the Contractor fails to comply with the orders of
the Owner's Representative, when such orders are consistent with this contract, this Contract, or the
Specifications hereto attached, then the Surety on the bond shall be notifred'in writing and directed to complete
the work and a copy of said notice shall be delivered to the Contractor.
After receiving said notice of abandonment, the Contractor shall not remove from the work any machinery,
equipment, tools, materials or supplies then on the job, but the same, together with any materials and equipment
under the contract for work, may be held for use on the work by the Owner or the Surety of the Contractor, or
r` another contractor, in completion of the work; and the Contractor shall not receive any rental or credit therefore
(except when used in connection with Extra Work, where credit shall be allowed as provided for under paragraph
24 of this contract); it being understood that the use of such equipment and materials will ultimately reduce the
�-+ cost to complete the work and be reflected in the final settlement.
In case the Surety should fail to commence compliance with the notice for completion hereinbefore provided for
Within ten (10) days after service of such notice, then the Owner may provide for completion of the work in either
of the following elective manners:
(a) The Owner may employ such force of men and use of machinery, equipment, tools, materials and
supplies as said Owner may deem necessary to complete the work and charge the expense of such
labor, machinery, equipment, tools, materials and supplies to said Contractor, and the expense so
charged shall be deducted and paid by the Owner out of such moneys as may be due, or that may
thereafter at any time become due to the Contractor under and by virtue of this Contract. In case such
expense is less than the sum which would have been payable under this contract, if the same had been
completed by the Contractor, then said Contractor shall receive the difference. In case such expense is
greater than the sum which would have been payable under this contract, if the same had been
completed by said Contractor, then the Contractor and/or his Surety shall pay the amount of such excess
to the Owner; or
(b) The Owner, under sealed bids, after notice published as required by law, at least twice in a newspaper
having a general circulation in the County of location of the work, may let the contract for the completion
of the work under substantially the same terms and conditions which are provided In this contract. In
case of any increase in cost to the Owner under the new contract as compared to what would have been
the cost under this contract, such increase shall be charged to the Contractor and the Surety shall be and
remain bound therefore. However, should the cost to complete any such new contract prove to be less
than that which would have been the cost to complete the work under this contract, the Contractor or his
Surety shall be credited therewith.
When the work shall have been substantially completed, the Contractor and his Surety shall be so notified and
certificates of completion and acceptance, as provided in paragraph 42 hereinabove set forth, shall be issued. A
�► complete itemized statement of the contract accounts, certified to by Owner's Representative as being correct
shall then be prepared and delivered to Contractor and his Surety, whereon the Contractor or his Surety, or the
Owner as the case may be, shall pay the balance due as reflected by said statement within 30 days after the date
of certificate of completion.
In the event the statement of accounts shows that the cost to complete the work is less than that which would
have been the cost to the Owner had the work been completed by the Contractor under the terms of this
contract, or when the Contractor and/or his Surety shall pay the balance shown to be due by them to the Owner,
then all machinery, equipment, tools, materials or supplies left on the site of the work shall be turned over to the
Contractor and/or his Surety. Should the cost to complete the work exceed the contract price, and the Contractor
and/or his Surety fail to pay the amount due the Owner within the time designated hereinabove, and there
remains any machinery, equipment, tools, materials or supplies on the site of the work, notice thereof, together
With an itemized list of such equipment and materials shall be mailed to the Contractor and his Surety at the
respective addresses designated in this contract; provided, however, that actual written notice given in any
manner will satisfy this condition. After mailing, or other giving of such notice, such property shall be held at the
risk of the Contractor and his Surety subject only to the duty of the Owner to exercise ordinary care to protect
such property. After fifteen (15) days from the date of said notice the Owner may sell such machinery,
equipment, tools, materials or supplies and apply the net sum derived from such sale to the credit of the
Contractor and his Surety., Such sale may be made at either public or private sale, with or without notice, as the
Owner may elect. The Owner shall release any machinery, equipment, tools, materials, or supplies which remain
on the *jobsite and belong to persons other than the Contractor or his Surety, to their proper owners.
50. ABANDONMENT BY OWNER
In case the Owner shall fail to comply with the terms of this contract, and should fail or refuse to comply with said
terms within ten (10) days after written notification by the Contractor, then the Contractor may suspend or wholly
abandon the work, and may remove therefrom all machinery, tools, and equipment, and all materials on the
ground that have not been included in payments to the Contractor and have not been incorporated into the work.
Thereupon, the Owner's Representative shall make an estimate of the total amount earned by the Contractor,
which estimate shall include the value of all work actually completed by said Contractor at the prices stated in the
attached bid, the value of all partially completed work at a fair and equitable price, and the amount of all Extra
Work performed at the prices agreed upon, or provided for by the terms of this contract, and a reasonable sum to
cover the cost of any provisions made by the Contractor to carry the whole work to completion, and which cannot
be utilized. The Owner's Representative shall then make a final statement of the balance due the Contractor by
deducting from the above estimate all previous payments by the Owner and all other sums that may be retained
by the Owner under the terms of this Contract, and shall certify same to the Owner who shall pay to the
Contractor on or before thirty (30) days after the date of the notification by the Contractor the balance shown by
said final statement as due the Contractor, under the terms of this Contract.
51. BONDS -"
The successful bidder will be required to furnish a performance bond in accordance with Chapter 2253,
Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds
$100,000 and the successful bidder will be required to furnish a payment bond in accordance with Chapter 2253,
Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds
$25,000. All bonds, if required, shall be submitted on forms supplied by the Owner, and executed by an
approved Surety Company authorized to do business in the State of Texas. And it is further agreed that this
contract shall not be in effect until such bonds are so furnished.
52. SPECIAL CONDITIONS
In the event special conditions are contained herein as part of the contract documents and said special
conditions conflict with any of the general conditions contained in this contract, then in such event the special
conditions shall control.
53. LOSSES FROM NATURAL CAUSES
Unless otherwise specified herein, all loss or damage to the Contractor arising out of the nature of the work to be
done, or from the action of the elements, or from any unforeseen circumstance and the prosecution of the same,
a
or from unusual obstructions or difficulties which may be encountered in the prosecution of the work, shall be
sustained and bome by the Contractor at his own cost and expense.
54. INDEPENDENT CONTRACTOR
�- Contractor is, and shall remain, an independent contractor with full, complete and exclusive power and authority
to direct, supervise, and control his own employees and to determine the method of the performance of the work
covered hereby. The fad that the Owner or Owner's Representative shall have the right to observe Contractor's
work during his performance and to carry out the other prerogatives which are expressly reserved to and vested
r" in the Owner or Owner's Representative hereunder, is not intended to and shall not at any time change or effect
the status of the Contractor as an independent contractor with respect to either the Owner or Owner's
Representative or to the Contractor's own employees or to any other person, firm, or corporation.
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1 55. CLEANING UP
The Contractor shall at all times keep the premises free from accumulation of debris caused by the work, and at
the completion of the work he shall remove all such debris and also his tools, scaffolding, and surplus materials
and shall leave the work room clean or its equivalent. The work shall be left In good order and condition. In case
of dispute Owner may remove the debris and charge the cost to the Contractor.
CURRENT WAGE DETERMINATIONS
Resolution No. 5121
March 14, 1996
Item #19
RESOLUTION
WHEREAS, the City Council has heretofore established the general prevailing rate of
per diem wages for each craft or type of workmen or mechanics needed to execute public
r i works contracts for the City of Lubbock in accordance with the provisions of Vernon's
Ann.Civ.St., Art. 5159a; and
WHEREAS, such wage rates were established by Resolution No. 719 enacted February
i 12, 1981, updated by Resolution No. 1590 enacted February 23, 1984, and further updated by
Resolution No. 2502 enacted January 8, 1987; and
WHEREAS, such rates need to be updated at the present time in order to reflect the II�
current prevailing rate of per diem wages; NOW THEREFORE: 1
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: i
THAT the general prevailing rate of per diem wages for public works contracts shall be
as set forth in the following named exhibits, which exhibits shall be attached hereto and made i
a part hereof for all intents and purposes:
Exhibit A: Building Construction Trades
Exhibit B: Paving and Highway Construction
Exhibit C. Overtime Rate
Exhibit D: Weekend and Holiday Rate
f
Such wage rates are hereby found and declared to be the general prevailing rate of per diem
wages in all localities where public works are undertaken on behalf of the City of Lubbock and
such wage rates shall be included in all public works contracts as provided by law.
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Passed by the City Council this 14th da
ATTEST:
Betty M. Jdhnson, City Secretary
APPROVED AS TO CONTENT:
"7)6w avlv�
Mary AndrWws, Managing Director of
Human Resources
APPROVED AS TO FORM:
Hafold Willard,`Assistant City Attorney
HWAa/ccdocs/pubworks.res
February 14, 1996
2
, 1996.
City of Lubbock
Building Construction Trades
Prevailing Rates
Craft Hourly Rate
Acoustical Ceiling Installer
10.00
Air Conditioner Installer
11.00
Air Conditioner Installer -Helper
5.50
Asbestos Worker
8.00
Asbestos Supervisor
11.00
Bricklayer
11.00
Bricklayer -Helper
6.00
Carpenter
11.00
Carpenter -Helper
6.00
Cement Finisher
7.50
Drywall Hanger
10.00
Electrician
13.00
Electrician -Helper
6.00
Equipment Operator -Heavy
8.50
Equipment Operator -Light
7.50
Floor Installer
8.50
Glazier
8.00
Insulator-Piping/Boiler
9.00
Insulator -Helper
5.50
Iron Worker
8.00
Laborer -General
5.50
Mortar Mixer
5.50
Painter
9.50
Plumber
10.50
Plumber -Helper
6.00
Roofer
8.00
Roofer -Helper
5.50
Sheet Metal Worker
8.75
Sheet Metal Worker -Helper
5.50
Welder -Certified
10.00
i'iA.IT B
Paving and Highway Construction
Prevailing Wage Rates
Craft Hourly Rate
Asphalt Heaterman
6.00
Asphalt Shoveler
5.50
Concrete Finisher
7.35
Concrete Finisher -Helper
5.75
Electrician
10.50
Flagger
5.50
Form Setter
6.50
Form Setter -Helper
5.50
Laborer -General
5.50
Laborer -Utility
6.25
Mechanic
7.25
Mechanic -Helper
5.50
Power Equipment Operators
Asphalt Paving Machine
7.00
Bulldozer
7.00
Concrete Paving Machine
7.00
Front End Loader
6.50
Heavy Equipment Operator
7.00
Light Equipment Operator
6.50
Motor Grader Operator
8.50
Roller
6.00
Scraper
6.50
Tractor
6.50
Truck Driver -Light
6.00
Truck Driver -Heavy
6.50
EXHIBIT C
Prevailing Wage Rates
Overtime Rate
The rate for overtime (in excess of forty hours per week) is 1 1/2 times base rate.
EXHIBIT D
Prevailing Wage Rates
Weekend and Holiday Rate
The rate for weekend and holiday is 1 1/2 times base rate.
roll
SPECIFICATIONS
PROJECT MANUAL
Garden and Arts Center
Exterior Renovations
CITY OF LUBBOCK
Lubbock, Texas
McLartyB akerAssociatesjnc.
Architecture + Planning + Interiors
i
1919 Broadway
Lubbock, Texas 79401-301
(806) 763-5046 fax (806) 763-2509
9715
SET NUMBER
PROJECT MANUAL
TABLE CONTENTS
Garden and Arts Center
Exterior Renovations
for
City of Lubbock
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ARCHITECT
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N BAjnc.
1919 Broadway
Lubbock, Texas 79401
806,763.5046
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DATE
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November 11, 1997
0
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r TABLE OF CONTENTS TOC -1
4
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t
TABLE OF CONTENTS
The following is the enumeration of the Specifications, Drawings and Addenda which form a part of this Contract as set forth in "Contract Definitions"
of the General Conditions of the Contract for Construction.
�..� BOUND HEREIN
Cover Sheet
Table of Contents
SPECIFICATIONS
f DIVISION 1: GENERAL REQUIREMENTS
01010 Summary of Work
r 01019 Contract Considerations
01027 Applications For Payment
t 01028 Change Order Procedure
01030 Alternates
01039 Coordination and Meetings
t'^ 01090 Reference Standards
01300 Submittals
01310 Progress Schedules
01400 Quality Control
01360 Temporary Controls
01600 Material and Equipment
01700 Contract Closeout
01710 Final Cleaning
01730 Operation and Maintenance Data
01740 Warranties and Bonds
DIVISION 6: WOOD AND PLASTIC
06200 Finish Carpentry
DIVISION 7: THERMAL AND MOISTURE PROTECTION
07620 Sleet Metal Flashing and Trim
07900 Caulking and Sealants
DIVISION S: DOORS AND WINDOWS
08111 Standard Steel Doors
08112 Standard Steel Frames
08410 Aluminum Entrances and Storefronts
�. 08710 Door Hardware
08800 Glazing
DIVISION 9: FINISHES
09900 Painting
END OF SPECIFICATIONS
BOUND SEPARATELY B:EREIN:
INDEX OF DRAWINGS
Cover Sheet 1
Reference Floor Plan and Detals 4.1
Exterior Elevations and Details 4.2
ADDENDA
Number: Date Issued:
Number. Date Issued:
END OF TABLE OF CONTENTS
TABLE OF CONTENTS TOC - 2
SECTION 01010
SUMMARY OF WORK
PART1
GENERAL
1.01
SECTION INCLUDES
A.
Project Scope.
B.
Referenced Specifications and Standards (Applicable Publications).
C.
Work by Owner.
D.
Contractor use of site and premises.
R
E.
Work Sequence.
F.
Owner occupancy.
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1.02
PROJECT SCOPE
A.
All work shall be in conformance with the drawings and specifications including the fixmishing of all materials, labor, plant, tools,
p.O
equipment, and services necessary and incidental thereto. The work required to be performed by the Contractor consists ot; but is
not limited to the following description:
B.
The project is for the City of Lubbock, Lubbock, Texas. The Work consists of minor demolition, mina renovation, and exterior
painting. This project is a renovation of the existing Garden and Arts Center located at 406 and University Avenue.
¢
C.
Referenced Specifications and Standards (Applicable Publications):
D.
The specifications and standards of issues listed in the beginning of each section, including the w=dm=ts, addenda and errata,
r
but referred thereafter by basic designation only, form a part of these specifications and shall have the same force and effect as if
printed herein in full text Obtain copies of standards when required by Contract Documents. Maintain copy at job site during
'I
progress of specific wait.
1.03
DEFINITIONS
A.
OWNERS REPRESENTATIVE: The Owner's legal representative, solely authorized to make pemianentand binding
administrative or technical contract changes involving increases or decreases in contract cost or performance time, or to make
interpretations or rulings on contract documents.
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1.04
WORK BY OWNER
1
A.
Items noted "NIC" (Not in Contract), moveable cabinets, furnishings, minor equipment,and communications equipment will be
fiunished and installed by Owner after construction is complete.
1.05 CONTRACTOR USE OF SITE AND PREMISES
A.
Access to Site: Limited to areas noted on Drawings.
¢
B.
Construction Operations: Limited to areas noted on Drawings.
C.
Time Restrictions for Performing Interior Work: Work shall be performed between 8:00 a m and 5:00 p.m. unless approved in
writing by the Owner's Representative 72 hours in advance.
D.
Utility Outages and Shutdown: Coordinate work schedule in such a mariner that there shall be only One utility outage during the
course of the Project All work requiring utility outages shall be performed during this One outage. The Owner's Representative
is to be notified Fourteen (14) days in advance of the outage and shall be given the time and length of proposed outage. Outage
a
shall occur over a one weekend period.
1.06
WORK SEQUENCE
�.,
A
Construct Work inphases,asrequired,toaccommodate Owner's oocupancyrequirementsduringtheconstructionperiod,coordinate
construction schedule and operations with the Owner's Representative.
1.07
OWNER OCCUPANCY
it
A.
The Owner will occupy the entire premises during the entire period of construction for the conduct of normal operations.
B.
Cooperate with Owner to minimize conflict and to facilitate Governments operations.
1;
�` SUMMARY OF WORK SECTION 01010 -1
C. Schedule the Work to accommodate this requirement
1.08 SECURITY
A Comply with all appropriate security procedures identified by the Owner's Representative.
PART PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION
SUMMARY OF WORK SECTION 01010 - 2
SECTION 01019
CONTRACT CONSIDERATIONS
PART1
GENERAL
1.01
SECTION INCLUDES
A.
Contingency allowance.
B.
Inspection and testing allowances.
C.
Schedule of Values.
1.02
RELATED SECTIONS
A.
Section 01027 - Application For Payment
B.
Section 01028 - Change Order Procedures.
C.
Section 01300 - Submittals: Schedule of Values.
D.
Section 01600 - Material and Equipment: Product substitutions and ahernates,
1.03
CONTINGENCY ALLOWANCE
A.
Include in the Contract, a stipulated surn/price of S -0- for use upon Owners instruction.
B.
Contractor's costs forproducts, delivery, installation, labor, insurance, payroII,taxes, bonding, equipment rental, overhead and profit
will be included in Change Orders authorizing expenditure of funds from this Allowance.
C.
Funds will be drawn from Contingency Allowance only by Change Order.
D.
At closeout of Contract, funds remaining in Contingency Allowance will be credited to Owner by Change Order.
1.04
SCHEDULE OF VALUES
A.
Submit typed schedule on AIA Form G703 - Application and Certificate for Payment Continuation Sheet Contractor's standard
form or electronic media printout will be considered.
a
Submit Sc xxUe of Values in duplicate within 15 days after date of Owner —Contractor Agreement or as established in a Notice to
Proceed.
C.
Form& Utilize the Table of Contents of this Project Manual. Identify each line item with number and title ofthe major specification
Section. Identify site mobilization, bonds and insurance.
D.
Include separately from each line item, a directly proportional amount of Contractor's overhead and profit
E.
Revise schedule to list approved Change Orders, with each Application For Payment
PART 2
PRODUCTS
Not Used
PART 3
EXECUTION
Not Used
END OF SECTION
r.,
CONTRACT CONSIDERATIONS SECTION 01019 -1
SECTION 01027
d
APPLICATIONS FOR PAYMENT
t
PART]
GENERAL
r„
1.01
SECTION
INCLUDES
t
A.
Procedures for preparation and submittal of Applications for Payment
1.02
RELATED SECTIONS
rA.
Owner/Contractor Agreement: CocUract Sum/Prioe and time schedule for submittals.
B.
General Conditions: Progress Payments and Final Payment.
C.
Section 01029 - Change Order Procedures: Procedures for changes to the Work.
D.
Section 01019 - Contract Considerations: Contingency Allowance when applicable and Schedule of Values.
E.
Section 01300 - Submittals: Submittal procedures.
F.
Section 01700 - Co*ad Closeout: Final Payment.
1.03
FORMAT
CA.
AIA G702 - Application and Certificate for Payment including continuation sheets when required
B.
For each item, provide a column for listing: Item Number, Description of work; Scheduled Value, Previous Applications: Work
P`
in Place under this Application: Authorized Change Orders; Total Completed to Date of Application; Percentage of Completion;
k
G
Balance to Finish; and Retainage.
1.04
PREPARATION OF APPLICATIONS
i
A.
Present required information in typewritten form or on electronic media printout
B.
Execute certification by signature of authorized officer.
C.
Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion ofwoicperfermed.
D.
List each authorized Change Order as an extension on continuation sheet, listing Change Order number and dollar amount as for
an original item of work.
s^
E.
Prepare Application for Final Payment as specified in Section 01700.
1.05
SUBMITTAL PROCEDURES
rA.
Submit three copies of each Application for Payment
B.
Submit an updated construction schedule with each Application for Payment
C.
Payment Period: Submit at intervals stipulated in the Agreement
D.
Submit under transmittal letter specified in Section 01300.
1.06
SUBSTANTIATING DATA
f
A.
When ArchitedlEngureer requires substantiating information, submit data justifying dollar amours in question
B.
Provide one copy of data with cover letter for each copy of submittal. Show Application number and date, and line item by number
and description.
PART2
PRODUCTS
Not Used
r
PART 3
EXECUTION
Not Used
END OF SECTION
r" APPLICATIONS FOR PAYMENT SECTION 01027 -1
SECTION 01028
r"
CHANGE ORDER PROCEDURES
PART1
GENERAL
1.01
SECTION INCLUDES
A.
Submittals
B.
Documentation of change in Contract SumlPnce and Contract Time.
C.
Change procedures.
...
D.
Construction Change Authorization
E.
Stipulated Sum change order.
F.
Time and material change order.
G.
Execution of hange orders.
H.
Correlation of Contractor submittals.
r1.02
RELATED SECTIONS
A.
Agreement Forms: Monetary values of established Unit Prices and percentage allowances for Contractor's overhead and profit.
B.
General Conditions: Governing requirements for changes in the Work, in Contract SumAhice, and Contract Time.
C.
Supplementary Conditions: Percentage allowances for Contractoes overhead and profit
D.
Section 0 10 19 - Contract Considerations: Contingency allowance.
I
E.
Section 01019 - Contract Considerations: Schedule of Values.
F.
Section 01027 - Applications for Payment: Payment applications.
G.
Section 01300 - Submittals: Work schedule.
H.
Section 01600 - Material and Equipmert: Product options and substitutions.
J.
Section 01700 - Contract Closeout: Project Record Documents.
1.03
SUBMITTALS
A.
Submit name of the individual authorized to receivechange docum eats, and be responsible for informing others in Contractor's
employ or Subcontractors of changes to the Work.
B.
Change Order Forms: AIA 0701 Change Order.
�^
f
I
1.04
DOCUMENTATION OF CHANGE IN CONTRACT SUM/PRICE AND CONTRACT TIME
A.
Maintain detailed records of work done on a time and material basis Provide full information required for evaluation of proposed
changes, and to substantiate coats of changes in the Work.
B.
Document each quotation for a change in cost or time with sufficient data to allow evaluation of the quotation
C.
On request, provide additional data to support computations:
1. Quantities of products, labor, and equipment.
i
2. Taxes, insurance and bonds.
3. Overhead and profit.
4. Justification for any change in Contract Time.
P"
3. Credit for deletions firm Contract, similarly documented.
i
D.
Support each clam for additional costs, and for wrack donne on a time and material basis, with additional information:
""' CHANGE ORDER PROCEDURES SECTION 01029 -1
1. Origin and date of claim.
2. Dates and times work was performed, and by whom.
3. Time records and wage rates paid.
4. invoices and receipts for products, equipment, and subcontracts, similarly documented
1.05 CHANGE PROCEDURES
A. The Architect/Engincer will advise of minor changes in the Work not involving an adjustment to Contract Sum/Price or Contract
Time as authorized by the General Conditions by issuing supplemental instructions on AIA Form G710.
B. The Architecf/Engineer may issue a Proposal Request which includes a detailed description of a proposed change with
supplementary or revised Drawings and specifications, a change in Contract Time for executing the change Contractor will prepare
and submit an estimate within seven days. —
C. The Contractor may propose a change by submitting a request for change to the Architect/Engineer, descn'bingthe proposed change
and its full effect on the Work, with a statement describing the reason for the change, and the effect on the Contract Sum/Price and
Contract Time with full documentation. Document any requested substitutions in accordance with Section 01600.
1.06 CONSTRUCTION CHANGE AUTHORIZATION
A Architect/Engineer may issue a document, signed by the Owner, instructing the Contractor to proceed with a change in the Work,
for subsequent inclusion in a Change Order. ---
B. The document will describe changes in the Work, and will designate method of determining any change in Contract Sum/Price or
Contract Time.
C. Promptly execute the change in Work.
1.07 STIPULATED SUM CHANGE ORDER
A Based on Proposal Request and Corntracto?s fixed price quotation. —
1.08 UNIT PRICE CHANGE ORDER
A. For pre-detenmined unit prices and quantities, the Change Order will be executed on a fixed unit price basis. _
B. For unit costs or quantities of units of work which are not pre -determined, execute Work under a Construction Change
Authorization.
C. Changes in Contract Sun/Price or Contract Time will be cwinrputed as specified for Time and Material Change Order.
1.09 TIME AND MATERIAL CHANGE ORDER
A. Submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the
Contract
B. Architect/Engirim will determine the change allowable in Contract Sum/Price and Contract Time as provided in the Contract
Documents.
C. Maintain detailed records of work done on Time and Material basis.
D. Provide full information required for evaluation of proposed changes, and to substantiate costs for changes in the Work.
1.10 EXECUTION OF CHANGE ORDERS —
A. Execution of Change Orders: Architect/Engineer will issue Change Orders for signatures of parties as provided in the Conditions
of the Contract.
1.11 CORRELATION OF CONTRACTOR SUBMITTALS
A. Promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line
item and adjust the Contract Sum/Price. —
B. Promptly revise progress schedules to reflect any change in Contract Time, revise sub -schedules to adjust time for other items of
work affected by the change, and resubmit
C. Promptly enter changes in Project Record Documents. —
CHANGE ORDER PROCEDURES SECTION 01028 - 2
N
1.12 MARK-UP LI[ IITAT10N
A. Contractor's mark-up for Overhead and Profit WWI be limited to 100/6.
PART PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
r" END OF SECTION
l
E
CHANGE ORDER PROCEDURES SECTION 01028 - 3
i
SECTION 01030
i
ALTERNATES
PART
GENERAL
r„
1.01
SECTION INCLUDES
A.
Submission procedures.
13.
Documentation of changes to Contract SumWoe and Contract Tune.
1.02
RELATED SECTIONS
A
Agreement Form: Incorporating monetary value of acovted Alternates.
r
P
R
Instructions To Bidders, Bid Form, Supplements to Bid Forms: RequiremerAs for Alternates.
C.
Section 01019 - Contract Considerations
r
D.
Section 01300 - Submittals: Work schedule affected by Ahemates.
E.
Section 01600 - Material and Equipment: Product options and substitutions.
1.03
REQUIREMENTS
A.
Submit Alternates with full description of the proposed Alternate and the affect on adjacent or related components.
13.
Alternates quoted on Bid Forms will be reviewed and accepted orrejected at Owner's option. Accepted Alternates will be identified
r"
in the Owner -Contractor Agreement
C.
Coordinate related work and modify surrounding work to integrate the Work of each Alternate.
�..
1.04
SELECTION AND AWARD OF ALTERNATIVES
A
Indicate variation of Bid Price for Alternates described below and list in Bid Form Document or any supplement to it, which
requests a'differena' in Bid Price by adding to or deducting from the base bid price.
rB.
Bid may be evaluated on base bid price. After determination of preferred bidder, consideration will be given to Alternates and Bid
C
Price adjustments.
1.03
SCHEDULE OF ALTERNATES
i
A.
Additive Alternate No. 1: Provide new doors to replace existing doors at locations shown on the plans.
PART
PRODUCTS
Not Used
PART 3
EXECUTION
4
Not Used
END OF SECTION
POW
r
r ALTERNATES SECTION 01030 1
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SECTION 01039
COORDINATION AND MEETINGS
PART1 GENERAL
1.01 SECTION INCLUDES
A. Coordination.
B. Precoostruction conference.
C. Site mobilization conference.
D. Progress meetings.
E. Pre nstallation conferences.
1.02 COORDINATION
A. Coordinate scheduling, submittals, and Work of the various Sections of specifications to assure alRcient and orderly sequence of
installation of interdependent construction elements with provisions for accommodating items installed later.
B. Verify that utility requirement characteristics of operating equipment are compatible with building utilities. Coordinate work of
various Sections having interdependent responsibilities for installing, connecting to and placing in service, such equipment
C. Coordinate space requirements and installation of mechanical and electrical work which are indicated diagrammatically on
Drawings. Follow routing shown for pipes, duds, and conduit, as closely as practicable, place rums parallel with line ofbuilding.
Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs
D. In finished areas except as otherwise indicated, conceal pipes, ducts and wiring within the construction- Coordinate locations of
fixtures and outlets with finish elements.
E. Coordinate completion and clean up of Work of separate Sections in preparation for Substantial Completion and for portions of
Work designated for Owner's partial occupancy.
F. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with
Contract Documents, to minimize disruption of Owner's activities
1.03 PRECONSTRUCTION CONFERENCE
A. Anchited/Fagmeer will schedule a conference after Notice of Award
B. Attendance Required: Archited/Engineer, Owner's Representative, User and Contractor.
C. Agenda
1. Execution of Owner -Contractor Agreement.
2. Submission of executed bonds and insurance certif cafes
3. Distribution of Contract Documents
4. Submission of list of Subcontractors, list of products, Schedule of Values, and progress schedule.
S. Designation of personnel representing the parties in Contract.
6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request,
Change Orders, maintaining record documents, testing and Contract closeout procedures.
D. Scheduling
1. Use ofpremises by Owner and Contractor.
2. Owner's requirements and partial occupancy.
3. Construction facilities and controls provided by Contractor.
4. Temporary utilities provided by Contractor.
S. Security and housekeeping procedrues.
�" COORDINATION AND MEETINGS SECTION 01039 -1
1.04 SITE MOBILIZATION CONFERENCE
A. ArchhectlEngineer will schedule a conference at the Project site prior to Contracts beginning work.
B. Attendance required: Acchitect/Fnemeer, Owner's Representative, Contractor, Contractor's" Superintendent and major
Subcontractors.
C. Agenda:
D. Use of premises by Owner and Contractor.
E. Owner's requirements and partial occupancy.
F. Construction facilities and controls provided by Contractor.
G. Temporary utilities provided by Contractor.
H. Survey and building layout
I. Security and housekeeping procedures.
J. Schedules.
K. Procedures for testing.
L. Procedures for maintaining record documents.
M. Requirements for start-up of equipment
N. Inspection and acceptance of equipment put into service during construction period
1.05 PROGRESS MEETINGS
A. Schedule and administer meetings throughout progress of the Work at maximum bi-monthly intervals.
B. Contractor is to make arrangements for meetings, prepare agenda Kith copies for participants, preside at meetings, record minutes
and distribute copies within two daysto Owner's Representative and Architect/Engineer, participants and those effected by decisions
made.
C. Attendance required: Job Superintendent, major Subcontractors and Architect/Engincer as appropriate to agenda topics for each
meeting.
D. Agenda:
1. Review minutes of previous meeting.
2. Review of Work progress.
3. Field observations, problems and decisions.
4. Identification of problems which impede planned progress.
5. Review of submittals, schedule and status of submittals.
6. Review of off -site fabrication and delivery schedules.
7. Maintenance and progress schedule.
S. Corrective measures to regain projected schedules.
9. Planned progress during succeeding work period
10. Coordination of projected progress.
II. Maintenance of quality and work standards.
12. Effect of proposed changes on progress schedule and coordination.
13. Other business related to work.
COORDINATION AND MEETINGS SECTION 01039 - 2
1.06 PRE -INSTALLATION CONFERENCES
A
When required in individual specification Section, the Contractor shall convene a pro -installation conference at work site prior to
connmencing work of the Section.
B.
Require attendance of parties directly affecting, or affected by, work of the specific Section.
C.
Notify ArchitectlEngincer Office four days in advance of meeting date.
D.
Prepare agenda, preside at conference, record minutes, and distnbute copies within two days after conference to participants, with
two copies to the ArchitectTmeneer.
E.
Review conditions of installation, preparation and installation procedures, and coordination with related work -
PART 2
PRODUCTS
Not Used
PART 3
EXECUTION
Not Used
I
END OF SECTION
l
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COORDINATION AND MEETINGS SECTION 01039 - 3
SECTION 01090
REFERENCE STANDARDS
PART1
GENERAL
1.01
SECTION INCLUDES
A.
Quality assurance
B.
Schedule of references.
r
1.02
RELATED SECTIONS
A.
Technical Sections: This Project Manual.
1.03
QUALITY ASSURANCE
A.
Forproductsorworkmatuhipspecifiedbyassociation,trade, or Federal Standards, complywithrequirements ofthestanda dexcept
when more rigid requirements are specified or are required by applicable codes.
B.
Conform to reference standard by date of issue current on date of Contract Documents unless other dates specified in individual
sections.
C.
Obtain copies of standards when required by Contract Documents.
D.
Where indicated in various sections, maintain copy at jobsite during submittals, planning, and progress of the specific work, until
Substantial Completion.
E.
Should specified reference standards conflict with Contract Documents, request clarification finny Contracting Officer before
proceeding.
F.
The contractual relationship ofthe parties to the Contract shall not be altered fi-om the Contract Documents by mention or inference
otherwise in any reference document
1.04
SCHEDULE OF REFERENCES
AA
Aluminum Association
8IS Connecticut Avenue, N.W.
tt
Washington, DC 20006 �-
AABC
Associated Air Balance Council
1000 Vermont Avenue, N.W.
Washington, DC 20005
ACI
American Concrete Institute
Box19150
r'
Retard station
k
Detroit, MI 48219
f
ADC
Air Diffusion Council
230 North Michigan Avenue
Chicago, EL 60601
AGC
Associated General Contractors of America
1957 E Street, N.W.
Washington, DC 20006
AIA
American Institute of Architects
1735 New York Avenue, N.W.
Washington, DC 20006
AISC
American Institute of Steel Construction
400 North Michigan Avenue
Eighth Floor
Chicago, IL 60611
AISI
American Iron and Steel Institute
1000 16th Street, N.W. .
r"
Washington, DC 20036
I*" REFERENCE STANDARDS SECTION 01090 -1
APPC
American Institute of Timber Construction
333 W. Hampden Avenue
Englewood, CO 80110
AMCA
Air Movement and Control Association
30 West University Drive
Arlington Heights, IL 60004
ANSI
American National Standards Institute
1430 Broadway
New York, NY 10018
APA
American Plywood Association
Box 11700
Tacoma, WA 98411
ARI
Air —Conditioning and Refrigeration Institute
1501 Wilson Boulevard
Arlington, VA 22209
ASHRAE
American Society of Heating, Refrigerating and
Air Conditioning Engineers
1791 Tullie Circle, N.E.
Atlanta, GA 30329
ASME
American Society of Mechanical Engineers
345 East 47th Street
New York, NY 10017
ASPA
American Sod Producers Association
4415 West Harrison Street
Hillside, IL 60162
ASTM
American Society for Testing and Materials
1916 Race Street
Philadelphia, PA 19103
AWI
Architectural Woodwork Institute
2310 South Walw Reed Drive
Arlington, VA 22206
AWPA
American Wood —Preservers' Association
7735 Old Georgetown Road
Bethesda, MD 20014
AWS
American Welding Society
550 LeJeune Road, N.W.
Miami, FL 33135
AWWA
American Water Works Association
6666 West Quincy Avenue
Derrver, CO 80235
BIA
Brick Institute of America
11490 Commerce Park Drive
Reston, VA 22091
CDA
Copper Development Association
57th Floor, Chrysler Building
405 Lexington Avenue
New York, NY 10174
CRSI
Concrete Reinforcing Steel Institute
933 Plum Grove Road
Schaumburg, IL 60195
DHI
Door and Hardware Institute
7711 Old Springhorse Road
McLean, VA 22102
EJMA
Expansion Joint Manufacturers Association
25 North Broadway
Tarrytown, NY 10591
REFERENCE STANDARDS SECTION 01090 - 2
r
FGMA
Flat Glass Marketing Association
3310 Harrison
White Lakes Professional 134ilding
Topeka, KS 66611
FM
Factory Mutual System
r
1151 Boston —Providence Turnpike
P.O. Box 688
t
Norwood, MA 02062
FS
Federal Specification
r
p
General Services Administration
Specifications and Consumer Information
Distribution Section (WFSIS)
Washington Navy Yard, Bldg. 197
►^
Washington, DC 20407
i
GA
Gypsum Association
1603 Orington Avenue
r
Evanston, IL 60201
IEEE
Institute of Electrical and Electronics Engineers
345 East 47th Street
New York, NY 10017
AMIIAC
bternational Masonry industry All—WeathenCouncil
k ennational Masonry Institute
815 15th Street, N.W.
Washington, DC 20005
MIL
Military Specification
Naval Publications and Forms Center
5801 Tabor Avenue
Philadelphia, PA 19120
l
MLlSFA
Metal Lath/Steel Framing Association
221 North LaSalle Street
�.,
i
Chicago, IL 60601
NCMA
National Concrete Masonry Association
P.O. Box 781
Herndon, VA 22070
r
NEBB
National Environmental Balancing Bureau
8224 Old Courthouse Road
Vienna, VA 22180
�+
R
NEMA
National Electrical Manufacturers' Association
2101 `L' Street, N.W.
Washington, DC 20037
r
NFPA
National Fire Protection Association
Il
Battery March Park
Quincy, MA 02269
r-,
NFPA
National Forest Products Association
1619 Massachusetts Avenue, N.W.
Washington, DC 20036
NWMA
National Woodwork Manufacturers Association
205 W.Touhy Avenue
Park Ridge, IL 60068
PCA
Portland Cement Association
�+
5420 Old Orchard Road
Skokie, EL 60077
PS
Product Standard
U. S. Department of Commerce
Washington, DC 20203
REFERENCE STANDARDS SECTION 01090 - 3
SDI
Steel Door Institute
712 Lakewood Center North
14600 Detroit Avenue
Cleveland, OH 44107
SIGMA
Sealed Insulating Glass Manufacturers Association
I I I East Wacker Drive
Chicago, IL 60601
SMACNA
Sheet Metal and Air Conditioning Contractors' National Association
8224 Old Court House Road
Vienna, VA 22180
TCA
Tile Council of America, Inc.
Box 326
Princeton, NJ 08W
UL
Underwriters' Laboratories, Inc.
333 Pfingstarr Road
Northbrook, EL 60062
WCLIB
West Coast Lumber Inspection Bureau
6980 S.W. Varns Road
Box 23145
Portland, OR 97223
W WPA
Western Wood Products Association
1500 Yom Building
Portland, OR 97204
PART PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION
REFERENCE STANDARDS SECTION 01090 - 4
"
SECTION 01300
SUBMITTALS
PART 1
GENERAL
1.01
SECTION INCLUDES
wr
A
Submittal procedures.
B.
Construction progress schedules.
C.
Proposed products list
b
D.
Shop drawings.
!
!'
E.
Product data
F.
Samples
r
C
O.
Manufacturers' instructions.
H.
Manufachmrs' certificates.
1.02
RELATED SECTIONS
A
Section 01010 — Summary of Work.
B.
Section 01400 — Quality Control: Manufacturers' field services and reports.
rC.
Section 0170o — Contract Closeo= Contract warranty, manufacturers certificates and closeout submittals.
1.03
SUBMITTAL PROCEDURES
A
Transmit each submittal as follows: Identify Project, Contractor, Sub -contractor and major suppli f. Identify pertinent drawing
sheet and detail number and specification section
B.
Unless otherwise directed in Technical Sections, or bythe Architect, deliver submittals to the Ardritui at 1919 Broadway, Lubbock,
Texas 79401, at the Pre -construction Conference or as promptly after the conferrnce as possible.
C.
After Architect Tmgiri e s review of Submittals, revise and resubmit as required, identifying changes made since last submittal.
D.
Sequentially number the trazismittal forms. R.esubmittals to have original number with an alphabetic suffix.
°
E
E.
1 Conta"s signed or initialled that review, verification of Products
Apply stamp, gn certifying required, field dimensions, adjacent
construction Work, and coordination of information, is in accordance with the requirements of the Wale and Contract Documents.
F.
Idea*variations from Contract Documents and Product orsystemlimitations which maybe detrimental tosuccessful performance
ofthecompleted Work.
G.
Provide space for Cortractor and Anchitect/Engineces review stamps.
r
1.04
PROPOSED PRODUCTS LIST
A
Within 15 days after date of Notice to Proceed, submit complete list of major products proposed for use, with name of
manufacturer, trade name, and model number of each product
i
R
B.
For products specified only by reference standards, give manufacturer, trade name, model or catalog designation, and reference
standards,.
1.05
SHOP
DRAWINGS
A
Submit in the form of one reproducible transparency and two blueline reproductions.
1.06
PRODUCT DATA
FA
Marie each copy to identify applicable products, models, options, and other data Supplement manufacturers' standard data to
provide information unique to this Project.
B.
Submit three (3) copies which will be retained by the Architect/Engineer.
r
... SUBMITTALS SECTION 01300 -1
1
1.07 SAMPLES
A. Submit samples to illustrate functional and aesthetic characteristics of the Product, with integna! parts and attachment devices. --
Coordinate sample submittals for interfacing work.
B. Submit samples of finishes from the full range of manufacturers' standard colors, textures, and patterns for Architect/Engineees
selection.
C. Include identification on each sample, with full Project information.
D. Submit the number or urnples specified in individual specification Sections-, one ofwhich will be retained by the ArchitectTzgincer.
E. Reviewed samples which may be used in the Wank are indicated in individual specification Sections.
1.08 MANUFACTURER'S INSTRUCTIONS
A. When specified in individual specification Sections, submit manufacturers' printed instructions for delivery, storage, assembly,
installation, start—up, adjusting and finishing, in quantities specified for Product Data
B. Identify conflicts between manufacturers' instructions and Contract Documents.
1.09 MANUFACTURER'S CERTIFICATES
A. When specified inhdividual specification Sections, submit manufacturers' certificateto ArchitectTngineer for review, in quantities
specified for Product Data. _
B. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference date, affidavits, and
certifications as appropriate.
C. Certificates may be recent or previous test results on material or Product, but must be acceptable to the Architect/Engineer.
1.10 SUBMITTALS REQUIRED
A. Section 07620 - Sheet Metalwork, Flashing and Trim
1. Shop Drawings.
2. Manufacturees Certificate.
B. Section 07900 - Caulking and Sealants r
1. Product Data
2. Manufacturer's installation instructions.
3. Samples.
4. Certificate of Compliance.
C. Section 08 111 - Standard Steel Doors
1. Product Data-
2. Manufacdaer's Certificate.
3. Shop Drawings. ^
D. Section 08112 - Standard Steel Frames
1. Product Data
2. Manufacturer's Certificate.
3. Shop Drawings. —
E. Section 08410 - Aluminum Entrances and Storefronts
1. Product Data
2. Manufacturer's Certificate.
3. Shop Drawings.
F. Section 08710 - Door Hardware
1. Product Data-
2. Manufacturees installation instructions. '
3. Certificate of Compliance.
4. Hardware Schedule.
S. Keying Schedule.
6. Spare Parts Data —
7. Maintenance instructions.
G. Section 08800 - Glazing
1. Product Data-
2. Manufacturer's Certificate.
3. Shop Drawings.
SUBMITTALS SECTION 01300 - 2
r-
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r
IL Section 09900 - Painting
1. Product Data.
I Paint and/or Stain Samples.
3. Certificate of Lead Compliance.
4. Paint Schedule
1.11 SPECIAL NOTE - COMMENCEMENT OF WORK
A. No Work in any Technical Section shall be commenced until all related submittals are approved by the Architect/Engineer.
PART PRODUCTS
Not Used
PART 3 EXECUTION
Not Used END OF SECTION
SUBMITTALS SECTION 01300 - 3
SECTION 01310
PROGRESS SCHEDULES
PART1
GENERAL
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1.01
SECTION
INCLUDES
A.
Format
r.,
f
B.
Content
C.
Revisions to schedules.
*
D.
Submittals.
1.02
RELATED SECTIONS
A.
Section 01010 - Summary of Work 01011- Summary of Project: Work sequence.
B.
Section 01019 - Contract Considerations: Schedule of Values.
C.
Section 01019 - Contract Considerations - Applications for Payment: Application for payment.
r
D.
Section 01300 - Submittals: Shop drawings, product data, and samples.
1.03
FORMAT
r
A.
Prepare network analysis system using the critical path method, as outlined in The Associated General Contractors of America
E
(AGC) publication "The Use of CPM in Construction - A Manual for General Contractors".
B.
Sequence of Listings: The chronological order of the slut of each item of Work.
�.
C.
Scale and Spacing: To provide space for notations and revisions.
t�
D.
Sheet Sim: Minimum 22 x 17 inches and/or Multiples of 8-1/2 x 11 inches.
i
1.04
CONTENT
t
€
A.
Show complete sequence of construction by activity, with dates for beginning and completion of each element of construction.
r'
B.
Identify each item by specification Section number.
t
C.
Idenify work of separate stages and/or separate floors and other logically grouped activities.
D.
Provide sub -schedules for each stage of Work identified in Section 0 10 10.
E.
Provide sub -schedules to define critical portions of the entire Schedule.
F.
Show accumulated percentage of completion of each item, and total percentage of Work completed, as of the first day of each
month.
G.
Provide separate schedule of submittal dates for shop drawings, product data, and samples, including Owner furnished products
and Products identified under Allowances, if any, and dates reviewed submittals will be required from Architect/Engineer. Indicate
t►-
decision data for selection of finishes.
H
Indicate delivery dates for Ouaer furnished products and Products identified under Allowances, if any.
I.
Coordinate content with Schedule of Values specified in Section 01019.
1.05
REVISIONS TO SCHEDULES
A.
Indicate progress of each activity to date of submittal, and projected completion date of each activity.
B.
Identify activities modified since previous submittal, major changes in scope, and other identifiable changes.
i�
C.
Provide narrative report to define problem areas, anticipated delays, and impact on Schedule. Report corrective action taken, or
proposed, and its effect including the effect of changes on schedules of separate contractors.
1.06
SUBMITTALS
A.
Submit preliminary outline Schedules within 15 days after date of Owner -Contractor Agreement or as established by a Notice to
P'
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P
PROGRESS SCHEDULES SECTION 01310 -1
Proceed for coordination with Owr&s requirements and/or work of separate contracts. After review, submit detailed Schedules
within 15 days, modified to accommodate revisions recommended by Architect/Enginecr.
B. Submit revised Progress Schedules with each Application for Payment
C. Submit the member of opaque reproductions which Contractor requires, plus two copies which will be retained by
Architect/Engineer.
1.07 DISTRIBUTION
A. Distribute copies of reviewed Schedules to project site file, Subcontractors, suppliers, and other concerned parties.
B. Instruct recipients to promptly report, in writing, problems anticipated by projections indicated in Schedules.
PART PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION
PROGRESS SCHEDULES SECTION 01310 - 2
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I
SECTION 01400
QUALITY CONTROL
PARTI
GENERAL
1.01
SECTION INCLUDES
A.
Quality assurance and control of installation
B.
References.
C.
Field samples.
D.
Mack—p.
E.
Inspection and testing laboratory services.
F.
Manufacturers! field services and reports.
1.02
RELATED SECTIONS
A.
Section 01090 — Reference Standards.
B.
Section 01300 — Submittals: Submission of Manufacturers' Instructions and Certificates.
C.
Section 01600 — Material and Equipment: Requirements for material and product quality.
1.03
QUALITY ASSURANCE/CONTROL OF INSTALLATION
A
Monitor quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to produce Work of
specified quality.
B.
Comply fully with manufacturers' instructions, including each step in sequence.
C.
Should manufacturers' instructions conflict with Contract Documents, request clarification from Archited/Engineer before
proceeding.
D.
Comply with specified standards as a minimum quality for the Work except when more stringent tolerances, codes, or specified
requirements indicate higher standards or more precise workmanship.
E.
Perform work by persons qualified to produce workmanship of specified quality. Persons shall have a minimum of three years
experience.
F.
Secure Products in place with positive aruchorage devices designed and sized to withstand stresses, vibration, physical distortion or
disfigurement
1.04
REFERENCES
A
Conform to reference standard by date of issue current on date of Contract Documents, unless other dates specified in individual
sections.
B.
Obtain copies of standards when required by Contract Documents,
C.
Should specified reference standards conflict with Contract Documents, request clarification from ArchitecUEngin= before
proceeding.
D.
The contractual relationship ofthe parties to the Contract shall not be shored from the Contract Documents by mention or inference
otherwise in any reference document.
1.05
FIELD SAMPLES
A
Install field samples at the site as sequined by individual specifications Sections for review.
B.
Acceptable samples represent a quality level for the Work.
C.
Where field sample is specified in individual Sections to be removed, clear area after field sample has been accepted by
Architect/Engineer.
1.06
MOCK—UP
A
Tests as required by individual sections will be performed under provisions identified in this section.
B.
Assemble and erect specified items, with specified attachment and anchorage devices, flashmgs, seals, and finishes.
C" QUALTfY CONTROL SECTION 0140o -1
C.
Where mock—up is specified in individual Sections to be removed, clear area after mock—up has been accepted by
Architect/Engineer.
1.07 INSPECTION AND TESTING LABORATORY SERVICES
' A
Contractor aball pay for services of an independent firm to perform inspection and testing-
B.
The independent firm will perform inspections, tests, and other services specified in individual specification Sections and as required _
by the Architect/Engineer.
C.
Reports will be submitted by the independent firm to the Architect/Engineer, in triplicate, indicating observations and results of tests
and indicating compliance or non—compliance with Contract Documents.
D.
Cooperate with independent firm; furnish samples of materials, design mix, equipment, tools, storage and assistance as requested.
E.
Notify Architect/Engineer and independent firm 24 hours prior to expected time for operations requiring services. _
F.
Make arrangements with independent firm and pay for additional samples and tests required for Contractor's use.
G.
Retesting required because of non-conformance to specified requirements shall be performed by the am= independent firm on
instructions by the Architect/Engineer. Payment for retesting will be paid by the Contractor.
1.08 MANUFACTURERS' FIELD SERVICES AND REPORTS
A
Submit qualifications of observer to Architect/Engineer 30 days in advance of required observations. Observer subject to approval
of Contracting Officer.
B.
When specified in individual specification Sections, require material or Product suppliers or manufacturers to provide qualified staff
personnel to observe site conditions, conditions of surfaoes and installation, quality of workmanship, start—up of equipment, test,
adjust, and balance of equipment as applicable, and to initiate instructions when necessary. `
C.
Individuals to report observations and site decisions or instructions given to applicators or installers that are supplemental or
contrary to manufacturers' written instructions.
D.
Submit report in triplicate within 30 days of observation to Architect/Engineer for review.
PART
PRODUCTS
Not Used
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PART 3
EXECUTION
Not Used.
—
END OF SECTION
QUALITY CONTROL SECTION 01400 - 2
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SECTION 01560
TEMPORARY CONTROLS
u`
t
PART1
GENERAL
1.01
SECTION INCLUDES
l
A. Dust Control.
B. Erosion and Sediment Control-
C. Noise Control.
D. Pollution Control.
i I
1.02
RELATED SECTIONS
A. Section 01010 — Summary of Work.
B. Section 01039 — Coordination and Meetings.
1.03
DUST CONTROL
r-
A. Execute Work by methods to minimize raising dust from construction operations.
B. Provide positive means to prevent air —borne dust from dispersing into atmosphere.
Poo
C. Limit dust infiltration as needed to protect the office equipment (computers, etc.) within the building.
i
1.04
EROSION AND SEDIMENT CONTROL
A. Phan and execute construction by methods to control surface drainage from cuts and fills, from borrow and waste disposal areas.
.F
Prevent erosion and sedimentation.
B. Minimize amount of bare soil exposed at one time.
C. Limit amount of sod removal to that required for placing concrete foundations/footings, conduit and piping and to prevent
(
unnecessary erosion of topsoil.
1.05
NOISE CONTROL
Plan by levels.
i
4
A. and execute construction methods which control noise
B. Noise levels shall not exceed those recommended by OSHA for occupied areas during construction
1.06
POLLUTION CONTROL
A. Provide methods, means, and facilities to prevent contamination of soil, water, and atmosphere fi-orn discharge of noxious, toxic
substances, and pollutants produced by construction operations
y�
C
PART 2
PRODUCTS
Not Used
PART 3
EXECUTION
Not Used
4
END OF SECTION
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4
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L
TEMPORARY CONTROLS SECTION 01560 -1
SECTION 01600
i
MATERIAL AND EQUIPMENT
PART1
GENERAL
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1
1.01
SECTION INCLUDES
A.
Products.
B.
Transportation and handling.
;i
C.
Storage and protection.
p,
D.
Product options.
E.
Substitutions
1.02
RELATED SECTIONS
A.
Instructions to Bidders: Product options and substitution procedures.
B.
Section 01300 -Submittals: Submittal procedures
r•
C.
Section 01400 - Quality Control: Product quality monitoring.
1.03
PRODUCTS
A.
Products: Means new material, machinery, components, equipment, fixtures, and systems foaming the Work. Does not include
machinery and equipment used for preparation, fabrication, conveying and erection of the Work. Products may also include
existing materials or components required for reuse.
B.
Do not use materials and equipment removed from existing premises, except as specifically permitted by the Contract Documents.
C.
Provide interchangeable components of the same manufacturer, for similar components.
1.04
TRANSPORTATION
AND HANDLING
A.
Transport and handle products in accordance with manufacturer's instructions.
B.
Promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged.
a
C.
Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage.
1.05
STORAGE AND PROTECTION
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A.
Store and protect products in accordance with manufacturers instructions, with seals and labels intact and legible. Store sensitive
products in weather --tight, climate controlled enclosures.
B.
For exterior storage of fabricated products, place on sloped supports, above ground.
C.
Provide off —site storage and protection when site does not permit on —site storage or protection.
D.
Cover products subject to deterioration with impervious sheet covering. Provide ventilation to avoid condensation.
r
E.
Store loose granular materials on solid flat surfaces in a wellrained area Prevent mixing with foreign matter.
t
F.
Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage.
G.
Arrange storage of products to permit access for inspection. Periodically inspect to assure products are undamaged and are
maintained under specified conditions
1.06
PRODUCT OPTIONS
rA.
Products Specified by Reference Standards or by Description Only: Any product meeting those standards or description.
B.
Products Specified by Naming One or More Manufacturers: Products of manufacturers named and meeting specifications, no
options or substitutions allowed
C,
Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution
for any manufacturer not named
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MATERIAL AND EQUIPMENT SECTION 01600 -1
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1.07 SUBSTITUTIONS
A. The Architect will consider requests for Substitutions only within 15 days after date established in Notice to Proceed
B. Substitutions may be considered when a product becomes unavailable through no fault of the Contractor.
C. Document each request with complete data substantiating compliance of proposed Substitution with Contract Documents.
D. A request constitutes a representation that the Bidder.
1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product
2. Will provide the same warranty for the Substitution as for the specified product
3. Will coordinate installation and make changes to other Work which may be required forthe Workto be complete with
no additional cost to the Owner.
E. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, WITHOUT
SEPARATE WRITTEN REQUEST, or when acceptance will require revision to the Contract Documents.
F. Substitution Submittal Procedure:
1. Submit three (3) oopies of request for Substitution for consideration. Limit each request to one proposed Substitution.
2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence.
3. The Architect/Engineer will notify Contractor, in writing, of decision to accept or reject request
PART PRODUCTS
Not Used
PART 3 EXECUTION
Not used
END OF SECTION
MATERIAL AND EQUIPMENT SECTION 01600 - 2
SECTION 01700
CONTRACT CLOSEOUT
PART1
GENERAL
1.01
SECTION INCLUDES
A.
Closeout procedures.
B.
Final cleaning.
C.
Adjusting.
D.
Project record documents.
E.
Operation and maintenance data
F.
Warranties.
G.
Spare parts and maintenance materials.
1.02
RELATED SECTIONS
A.
Section 01730 - Operation and Maintenance Data
B.
Section 01740 - Warranties and Bonds.
1.03
CLOSEOUT PROCEDURES
A.
Submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete
in accordance with Contract Documents and ready for Ardutect/Engmeer's inspection.
B.
Provide submittals to ArchitedlEngineer that are required by governing or other authorities.
C.
Submit final Application for Payment identifying total adjusted Contract Sum, previous payments, and sum remaining due.
1.04
FINAL
CLEANING
A.
Execute final cleaning prior to final inspection.
B.
Clean interior and exterior glass and surfaces exposed to view; remove temporary labels, gains, and foreign substances, polish
transparent and glossy surfaces, vacuum carpeted and soft surfaces.
C.
Clean equipment and fractures to a sanitary condition.
D.
Clean permanent type filters and replace disposable type filters of operating equipment.
I-
Clean debris from roofs, gutters, downspouts, and drainage systems.
F.
Clean site; sweep paved areas, rake clean landscaped surfaces.
G.
Remove waste and surplus materials, rubbish, and construction facilities from the site.
1.05
ADJUSTING
A.
Adjust operating Products and equipment to ensure smooth and unhindered operation.
1.06
PROJECT RECORD DOCUMENTS
A.
Maintain on site, one set of the following record documents; record actual revisions to the Work:
1. Contract Drawings.
2. Specifications
3. Addenda.
4. Change Orders and other Modifications to the Contract
3. Reviewed shop drawings, product data, and samples.
B.
Store Record Documents separate from documents used for construction.
CONTRACT CLOSEOUT SECTION 01700 -1
C. Record information concurrent with construction progress.
D. Specifications: Legibly mark and record at each Product section description of actual Products installed, including the following:
1. Manufacturer's name and product model and number.
2. Product substitutions or alternates utilized.
3. Changes made by Addenda and Modifications.
E. Record Documents and Shop Drawings: Legibly mark each item to record actual construction including.
1. Measured depths offoundations in relation to finish floor datum.
2. Measured horizontal and vertical locations ofunderground utilities and appurtenances, referenced to permanent surface
improvements.
3. Measured locations ofinternal utilities and appurtenances concealed in construction, referencedto visible and accessible
features of the Work.
4. Field changes of dimension and detail.
S. Details not on original Contract Drawings.
F. Delete Architect/Engineer title block and seal firnn all documents.
G. Submit documents to Architect/Engineer with claim for final Application for Payment.
1.07 OPERATION AND MAINTENANCE DATA
A. Submit two sets prior to final inspection, bound in 8-1/2 x 11 inch tent pages, three D side ring capacity expansion binders with —
durable plastic covers.
S. Prepare binder coven: with printed title "OPERATION AND MAINTENANCE INSTRUCTIONS", title of project, and subject
matter of binder when multiple binders are required
C. Internally subdivide the binder contents with permanent page dividers, logically organized as described below, with tab titling
clearly printed under reinforced laminated plastic tabs.
D. Contents: Prepare a Table ofContents for each volume, with each Product or system description identified, type on 24 pound white —
paper.
E. Part 1: Directory, listing names, addresses, and telephone numbers of Architect/Engineer, Contractor, Subcontractors, and major
equipment suppliers.
F. Part 2: Operation and maintenance instructions, arranged by system and subdivided by specification section. For each category,
identify names, addresses, and telephone numbers of Subcontractors and suppliers. Identify the following:
1. Significant design criteria.
2. List of equipment
3. Parts list for each component.
4. Operating instructions. ^
S. Maintenance instructions for equipment and systems.
6. Malt to =cc instructions for special finishes, including recommended cleaning methods and materials and special
precautions identifying detrimental agents.
G. Part 3: Project documents and certificates, including the following:
1. Shop drawings and product data.
2. Air and water balance reports.
3. Certificates.
4. Photocopies of warranties and bonds.
H. Submit one copy of completed volumes in final form 15 days prior to final inspection. This copy will be returned after final
inspection, with Architect/Engineer commends. Revise content of documents as required prior to final submittal. —
I. Submit final volumes revised, within ten days after final inspection
CONTRACT CLOSEOUT SECTION 01700 - 2
1.08
WARRANTIES
A
Provide duplicate notarized copies.
B.
Execute and assemble documents from Subcontractors, suppliers, and manufacturers.
C.
Provide Table of Contents and assemble in three D side ring binder with durable plastic cover.
D.
Submit prior to final Application for Payment.
E.
For items of Work delayed beyond date of Substantial Completion, provide updated submittal within ten days alter acceptance,
listing date of acceptance as start of warranty period
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1.09
SPARE PARTS AND MAINTENANCE MATERIALS
f
A.
Provide products, spare parts, maintenance and extra materials in quantities specified in individual specification Sections.
B.
Deliver to Projed site and place in location as directed, obtain receipt prior to final payment.
1.10
AS -BUILT DRAWINGS
A.
At final inspection, Contractor shall provide a red -marked set of blue tare drawings in accordance with the latest as -built conditions.
PART
PRODUCTS
Not used
PART 3
EXECUTION
Not used
y
END OF SECTION
e
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P
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q
CONTRACT CLOSEOUT SECTION 01700 - 3
SECTION 01710
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FINAL CLEANING
PART1
GENERAL
�+
1.01
SECTION INCLUDES
e
A.
Final cleaning.
1.02
FINAL CLEANING
a..
A.
Execute final cleaning prior to final inspection.
B.
Clean interior and exterior glass and surfaces exposed to view; remove temporary labels, stains and foreign substances, polish
T
transparent and glossy surfaces, vacuum carpeted and soft suffaoes.
C.
Clean equipment and fixtures to a sanitary condition.
D.
Replace filters of operating equipment.
i
E.
Clean site; sweep paved areas, rake clean landscaped surfaces.
F.
Remove waste and surplus materials, rubbish, and construction facilities from the site.
PART2
PRODUCTS
Not used
PART 3
EXECUTION
Not used
END OF SECTION
7
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FINAL CLEANING SECTION 01710 -1
a .
SECTION 01730
OPERATION AND MAINTENANCE DATA
PART1
GENERAL
Flo
i
1.01 SECTION INCLUDES
A.
Format and content of manuals.
B.
Instruction of Owner's personnel.
C.
Schedule
of submittals.
1.02 RELATED SECTIONS
t�
i
A
Section 01300 - Submittals: Shop drawings, product data, and samples
l
B.
Section 01400 -Quality Control: Manufac urc s instructions.
r
C.
Section 01400 - Quality Control: Test and balance reports.
fl
D.
Section 01600 - Material and Equipment: Systems demonstration.
rE.
Section 01700 - Contract Closeout: Contract Closeout Procedures and Project Record Documents.
F.
Section 01740 - Warranties and Bonds.
G.
Individual Specifications Sections: Specific requirements for operation and maintenance data
f
1C^
1.03 QUALITY ASSURANCE
A.
Prepare instructions and data by personnel experienced in maintenancee and operation of described products.
'
1.04 FORMAT
A
Prepare data in the form of an instructional manual.
B.
Binders: Commercial quality, 9-1/2 x 11 inch three-ring binders with hardback, cleanable, plastic covers; one inch maximum
ring size. When multiple binders arc used, correlate data into related consistent groupings.
C.
Cover. Identify each binder with typed or printed title OPERATION AND MAINTENANCE INSTRUCTIONS; list title of
Project and separate building; identify subject matter of contents.
D.
Arrange content by systems under section numbers and sequence of Table of Contents of this Project Manual.
Provide tabbed fly leaf for each separate product and system, with typed description of product and major component parts of
l
equipment
t
F.
Text: Manufacture's printed data, or typewritten data on 20 pound paper.
G.
Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages.
1.05 CONTENTS,
EACH VOLUME
A
Table of C ntents: Pmvide We of Project; names, addresses, and telephone numbers of ArchitecGBngineer, subconsultants, and
Contractor with name of responsible parties; schedule of products and systems, indexed to content of the volume.
B.
For Each Product or System: List names, addresses and telephone numbers of Subcontractors and suppliers, including local
source of supplies and replacement parts.
C.
Product Data: Mark each sheet to clearly identify specific products and component parts, and data applicable to installation.
t
Delete irmpplicable information.
�.,
D.
Drawings: Supplement product data to illustrate relations of component parts of equipment and systems, to show control and
Raw diagram.. Do not use Project Record Documents as maintenance drawings.
E,
Type Text: As required to supplement product data Provide logical sequence of instructions for each procedure, incorporating
mamrfaaturees instructions specified in Section 01400.
and Bonds:As
F.
Warranties specified in Section 01740.
1.06 MANUAL FOR MATERIALS AND FINISHES
I
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G
OPERATION AND MAINTENANCE DATA SECTION 01730 -1
A. Building Products, Applied Materials, and Finishes: Include product data, with catalog number, size, composition, and color
and texture designations. Provide information for re -ordering custom manufactured products.
B. Instructions for Care and Maintenance: Include manufacturer's recommendations for cleaning agents and methods, precautions
against detrimental agents and methods, and recommended schedule for cleaning and maintenance.
C. Moisture Protection and Weather Exposed Products: Include product data listing applicable reference standards, chemical
composition, and details of installation. Provide recommendations for inspections, maintenance, and repair.
D. Additional Requirements: As specified in individual product specification Sections.
E. Provide a listing in Table of Contents for design data, with tabbed fly shed and space for insertion of data.
1.07 MANUAL FOR EQUIPMENT AND SYSTEMS
A. Each Item of Equipment and Each System: Include description of unit or system, and component parts. Identify function, —
normal operating characteristics, and limiting conditions. Include performance curves, with engineering data and tests, and
complete nomenclature and commercial number of replaceable parts.
B. Panelboard Circuit Directories: Provide electrical service characteristics, controls and communication.
C. Include color coded wiring diagrams as installed.
D. Operating Procedures: Include start-up, break-in, and routine normal operating instructions and sequences. Include regulation,
control, stopping, shutdown, and emergency instructions. Include summer, winter, and any special operating instructions. --
E. Maintenance Requirements: Include routine procedures and guide for trouble -shooting disassembly, repair, and reassembly
instructions; and alignment, adjusting, balancing, and checking instructions.
F. Provide servicing and lubrication schedule, and list of lubricants required
G. Include manufacturer's printed operation and maintenance instructions.
H. Include sequence of operation by controls manufacturer.
I. Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams required for maintenance.
J. Provide control diagrams by controls manufacturer as installed _
K Provide Contractor's coordination drawings, with color coded piping diagrams as installed
L Provide charts of valve tag numbers, with location and function of each valve, keyed to flow and control diagrams.
M. Provide list of original manufacturer's spare parts, current prices, and recommended quantities to be maintained in storage.
N. Include test and balancing reports as specified in Section 01400.
O. Additional Requirements: As specified in individual product specification Sections.
P. Provide a listing in Table of Contents for design data, with tabbed fly shed and space for insertion of data
1.08 INSTRUCTION OF OWNER PERSONNEL
A. Before final inspection, instruct Owner's designated personnel in operation, adjustment, and maintenance of products,
equipment, and systems, at agreed upon times.
B. For equipment requiring seasonal operation, perform instructions for other seasons within six months.
C. Use operation and maintenance manuals as basis for instruction. Review contents of manual with personnel in detail to explain
all aspects of'operation and maintenance. _
D. Prepare and insert additional data in Operation and Maintenance Manual when need for such data becomes apparent during
instruction
1.09 SUBMITTALS
A. Submit two copies of preliminary draft or proposed formats and outlines of contents before start of Work ArchitectlEngineer
will review draft and return one copy with comments.
B. For equipment, or component parts of equipment put into service during construction and operated by Owner, submit
documents within ten days after acceptance.
C. Submit one copy of completed volumes in final form 15 days prior to final inspection. Copy will be returned after final
OPERATION AND MAINTENANCE DATA SECTION 01730 - 2
d
inspection, with Archited/Engineer comments. Revise content of documents as required prior to final submittal.
I D. Submit two copies of revised volumes of data in final form within ten days after final inspection.
k
4
1.10 SCHEDULE OF SUBMITTALS
r" A Section 01300 - Submittals,
PART PRODUCTS
77, Not Used
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PART 3 EXECUTION
Not Used
END OF SECTION
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iOPERATION AND MAINTENANCE DATA SECTION 01730 - 3
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SECTION 01740
WARRANTIES AND BONDS
PART1
GENERAL
1.0
SECTION INCLUDES
A.
Preparation and submittal.
B.
Time and schedule of submittals.
1.02
RELATED SECTIONS
A.
Document AIA A201- General Conditions: Performance Bond and Labor and Material Payment Bonds, Warranty, and Correction
Of Work.
B.
Section 01700 - Contract Closeout: Contract closeout procedures.
C.
Section 01730 - Operation and Maintenance Data.
D.
Individual Specifications Sections: Warranties required for specific products or Work.
1.03
FORM OF SUBMITTALS
A.
Bind in commercial quality, S-1/2 x 11 inch three-ring side binders with hardback, cleanable, plastic covers.
B.
Label cover of each binder with typed or printed title WARRANTIES AND BONDS, with title of Project; name, address and
telephone mrmber of Contractor and equipment supplier, and name of responsible principal.
C.
Table of Contents: Neatly typed, in the sequence afthe Table of Contents ofthe Project Manual, with each item identified with the
number and title of the specification Section in which specified, and the name of the product or work item.
D.
Separate each warranty or band with index tab sheets keyed to the Table of Contents listing. Provide full information, using
separate typed sheets as necessary. List Subcontractor, supplier, and manufacturer, with name, address, and telephone number of
responsible principal.
1.04
PREPARATION OF SUBMITTALS
A.
Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, suppliers, and manufacturers, within ten days
after completion of the applicable item or work. Except for items put into use with Ownees permission, leave date of beginning
of time of warranty until the Date of Substantial Completion is determined.
B.
Verify that documents are in proper form, contain full information, and are notarized.
C.
Co -execute submittals when required.
D.
Retain warranties and bonds until time specified for submittal.
1.05
TIME OF
SUBMITTALS
A.
For equipment or cornponent parts of equipment put into service during construction with Owner's permission, submit documents
within ten days after acceptance.
B.
Make other submittals within ten days after Date of Substantial Completion, prior to final Application for Payment
C.
For items of Work when aoceptarice is delayed beyond Date of Substantial Completion, submit within ten days after acceptance,
listing the date of acceptance as the beginning of the warranty period
1.06
SCHEDULE OF SUBMITTALS
A.
Section 01300 - Submittals.
PART2
PRODUCTS
Not Used
PART 3
EXECUTION
Not Used
END OF SECTION
WARRANTIES AND BONDS SECTION 01740 -1
i
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i
SECTION 06200
P "
FINISH CARPENTRY
PART1
GENERAL
r.,
1.01
SECTION INCLUDES
A
Finish carpentry items, other than shop prefabricated casework.
B.
Hardware and attachment accessories.
C
t
C.
Wood Veneer Paneling.
1.02
RELATED SECTIONS
A
Section 09900 - Glazing: Glass and glazing of glazed partition Screens.
B.
Section 09900 - Painting: Painting and finishing of finish carpentry items.
1.03
REFERENCES
A
ANSMHA HP - American Standard for Hardwood and Decorative Plywood
+..
B.
ANSI A135.4 - Basic Hardboard.
C.
AWI - Quality Standards.
D.
FS MM-L.36 - Lumber; Hardwood.
r
E.
FS MMM-A-130 - Adhesive, Contact.
F.
NEMA LD-3 - High Pressure Decorative Laminates.
G.
PS 1- Construction and Industrial Hardwood
E:
H.
PS 20 - American Softwood Lumber Standard
L
UL - Underwriters Laboratories.
1.04
REGULATORY REQUIREMENTS
A
Conform to applicable code for fire retardant requirements.
B.
Conform to UL requirements to achieve fire resistance assembly rating indicated
1.05
FIELD SAMPLES
A
Provide samples under provisions of Section 01300.
B.
Provide field sample, 12 inch long by 12 inch wide, illustrating full panel sheet, edge trim, joint trim, applied finish
C.
Locate where directed.
D.
Accepted sample may remain as part of the Work.
1.06
SUBMITTALS
A
Submit shop drawings under provisions of Section 013DO.
B.
Submit shop drawings indicating materials, component profiles, fastening methods, jointing detaib, finishes, and accessories to an
appropriate scale.
C.
Submit product data under provisions of Section 01300.
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P
I
D.
Submit product data on fire retardant treatment materials and application instructions.
E.
Submit samples under provisions of Section 01300.
F.
Submit two samples 12 x 12 inch in size illustrating wood grain and specified finish
G.
Submit two samples 12 inch long of wood trim
7
H.
Submit fabricatoes installation instructions under provisions of Section 01300.
.
L
Submit instructions for use of adhesives, attachment hardware, and finish hardware.
r+
FINISH CARPENTRY SECTION 06200 -1
1.07
DELIVERY, STORAGE, AND HANDLING
A.
Deliver products to site under provisions of Section 01600. ^
B.
Store and protect products under provisions of Section 01600.
C.
Store materials in ventilated, interior locations under constant minimum temperatures of 60 degrees F and maximum relative
humidity of 55 percent.
PART
PRODUCTS
2.01
LUMBER MATERIALS r
A.
Softwood Lumber: PS 20; Custom grade in accordance with AWI; maximum moisture content of 6 percent; birch species, with
vertical grain, of quality capable of transparent finish
B.
Hardwood Lumber- FS MM-1.736; Custom Grade in accordance with AWI; maximum moisture content of 6 percent; red oak
species with vertical grain, of quality capable of transparent finish.
2.02
SHEET MATERIALS
A.
Softwood Plywood: PS 1; Standard sheathing grade, Group 1, Appearance quality, birch species with face veneer ofmtary cut grain.
B.
Hardwood Plywood: ANSI/HPHA HP; Custom Grade in accordance with AWI; veneer core material; red oak species with face
veneer of vertical grain.
C.
Hardboard: ANSI Al35.4; pressed wood fiber with resin binder, tempered grade; one -quarter inch thick minimum
D.
Pegboard: Pressed wood fiber with resin binder, tempered grade; 1 /4 inch thick minimum with 9/32 inch diameter holes at one inch
on carter both ways.
E.
Wood Veneer Paneling' ANSVHPHA HP, Premium Grade in accordance with AWI; veneer core material; finish veneer of red
oak species with book matched vertical grain; two layers of 1/4 inch thick on from of Reception Counter and one layer of 3/8 inch
thick on wall behind Reception Counter. Refer to the Drawings.
2.03
ADHESIVE
A.
Contact Adhesive: FS MMM-A-130; solvent release type. —'
B.
Wall Adhesive: Solvent release, cartridge type, compatible with wall substrate, capable of achieving durable bond
2.04
ACCESSORIES
_
A.
Nails: Size and type to suit application, plain finish.
B.
Bolts, Nuts, Washers, Blind Fasteners, Lags, and Screws: Size and type to suit application; plain finish.
C.
Lumber for Shimming, Blocking, and Curbing: Softwood lumber of any species.
D.
Primer: Alkyd primer sealer.
E.
Wood Filler: Oil base, tented to match surface color.
2.05
WOOD TREATMENT MATERIALS
A.
Fire Retardant CFR-S' Type): Chemically treated, and pressure impregnated; capable of providing a maximum flame/fuel/smoke
rating required by code.
B.
Wood Preservative "PT" Type: Waterproof type; clear color.
2.05
SHOP
TREATMENT OF WOOD MATERIALS
A.
Brush apply wood materials requiring UL fire rating to concealed wood blocking.
B.
Provide UL approved identification on fire retardant treated material
C.
Deliver fire retardant treated materials cut to required sizes. Minimize field cutting.
D.
Re -dry wood after pressure treatment to maximum 19 percent moisture content.
2.06
FABRICATION
A.
Fabricate to AWI Custom standards. �.
B.
Shop prepare and identify components for book match grain matching during site erection.
FINISH CARPENTRY SECTION 06200 - 2
r
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6
PART 3
EXECUTION
3.01
FXAMNATION
A
Verify that surfaces are ready to receive work and field measurements are as shown on shop drawings.
B.
Verify mechanical, electrical, and building items affecting wank of this Section are placed and ready to receive this work.
C.
Beginning of installation means acceptance of existing conditions.
3.02
PREPARATION
A
Before installation, prime paint surfaces of items or assemblies to be in contact with oementitious materials.
3.03
INSTALLATION
A
Install work in accordance with AWI Custom quality standard.
B.
Set and secure materials and components in place, plumb and level.
C.
Set structural members level and plumb, in corned position.
D.
Make provisions for erection loads, and for sufficient temporary bracing to maintain structure safe, plumb, and in true alignment
until completion of erection and installation of permanent bracing
E.
Place horizontal members flat, crown side up.
F.
Construct load bearing fiaming members full length without splices.
G.
Bridge joists in excess of g feet span at midspan. Fit solid blocking at ends of members.
H.
Install plywood to simple span.
L
Install Wood Veneer Paneling and accessory trim as indicated on the Drawings.
3.04
TOLERANCES
A.
Maximum Variation from True Position: 1116 inch.
B.
Maximum Offset fiom True Alignment with Abutting Materials: 1/32 inch.
C.
Framing Members: 1/4 inch from true position, maximum.
D.
Surface Flatness of Floor•. Framing members 1/4 inch in 10 feet maximum and V2 inch maximum in 30 feet.
END OF SECTION
FINISH CARPENTRY SECTION 06200 - 3
t .
SECTION 07620
SHEET METAL FLASHING AND TRIM
PART
GENERAL
1.01
WORK INCLUDED
A.
Copin& parapet. and cap flashings.
B.
Facias and scuppers
r
C,
Roof and sill fleshings.
D. _
Countecflashings over bituminous base fleshings.
E.
Roof joint cover fleshings.
F.
Countertlashmgs at roof mounted mechanical equipment and vent stacks.
1.04
RELATED WORK
A.
Section 07900 - Joint Sealers.
�..
B.
Section 099N - Painting: Prime and finish painting.
1.05
REFERENCES
A.
ANSI/ASTM B32 - Solder Metal.
Sheet, Zinc Coated, by Hot Process.
B.
ASTM A525 - Steel (Galvanized) the -Dip
C.
ASTM D226 - Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing.
�+
I
f'
D.
FS O-F-506 - Flux, Soldering, Paste and liquid
b ,
E.
FS QQ-S-571- Solder, Tin Alloy.
r'
F.
FS SS-C-153 - Cement, Bituminous, Plastic.
i
t
G.
NAAMM - Metal Finishes Handbook.
H.
NRCA (National Roofing Contractors Association) - Roofing Manual.
I.
SMACNA - Architectural Sheet Metal Manual.
1.06
SYSTEM DESCRIPTION
N
r
.
A.
Work ofthis Section is to physicallyprotect membrane roofing, base fiashings, and shingle roofing, from damage that would permit
water leakage to building interior.
1.07
QUALITY ASSURANCE
A.
Applicator: Company specializing in sheet metal flashing work with three years minimum experience.
1.09
SUBMITTALS
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4
A.
Submit product data under provisions of Section 01300.
B.
Describe material profile, jointing pattern, jointing details, fastening methods, and installation details.
C.
Submit manufacturer's installation instructions under provisions of Section 01300.
D.
Submit samples under provisions of Section 01300.
1r"
E.
Provide 12 x 12 inch sized sample ofinetal flashing illustrating typical seam, external corner, internal caner, valley, ridge, junction
to vertical dissimilar surface, material, and finish
1.09
STORAGE AND HANDLING
{
A.
Store products under provisions of Section 01600.
B.
Stack preformed material to prevent twisting, bending, or abrasion, and to provide ventilation.
}sue
f
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SHEET METAL FLASHING AND TRIM SECTION 07620 -1
C.
Prevent contact with materials during storage which may cause discoloration, staining, or damage.
PART
PRODUCTS
2.01
SHEET MATERIALS
A.
Galvanized Steel: ASTM A525, G90; 24 gage core steel
2.02
ACCESSORIES
A-
Fastener. Galvanized steel with soft neoprene washers at exposed fasteners. Finish exposed fasteners same as flashing metal.
B.
Underlayment: ASTM D266; No. 15 asphalt saturated roofing felt
C.
Protective Backing Paint: Bituminous
D.
Slip Sheet: Rosin sized building paper.
E.
Sealant: Polyurethane type specified in Section 07900.
F.
Bedding Compound: Rubber-asphah type manufactured by Manville.
G.
Plastic Cement: FS SS-C-153, Type I -asphaltic base cement.
H.
Reglets: Surface mounted galvanized steel; face and ends covered with plastic tape.
I.
Solder. FS QQ-S-571; or ANSI/ASTM B32; 50150 type.
J.
Flux: FS O-F-506.
2.03
FABRICATION
A
Farm sections true to shape, accurate in size, square, and free from distortion or defects.
B.
Fabricate cleats and starter strips of 24 gauge type sheet metals, minimum 6 inches wide, interlockable with sheet
C.
Form pieces in longest practical lengths.
D.
Hem exposed edges on underside'h inch; miter and seam corners.
E.
Form material with flat lock seam
F.
Solder and seal metal joints. After soldering, remove flux Wipe and wash solder joints clean
G.
Fabricate corners from one piece with minimum 18 inch long legs; seam for rigidity, seal with sealant.
H.
Fabricate vertical faces with bottom edge formed outward 1/4 inch and hemmed to form drip.
I.
Fabricate fleshings to allow toe to emend 2 inches over roofing material. Return and brake edges.
J.
Form sheet metal pans 6 inch nominal square size, with 3 inch upstand, and 4 inch flanges. Fill pans watertight with plastic cement
2.04
FINISH
A.
Shop prepare and prime exposed ferrous metal surfaces.
B.
Backpaint concealed metal surfaces with protective backing paint to a minimum dry film thickness of 15 mil.
PART 3
EXECUTION
3.01
INSPECTION
A.
Verify roof openings, curbs, pipes, sleeves, ducts, or vents through roof are solidly ad, cant strips and reglets in place, and nailing
strips located.
B.
Verify membrane termination and base flashing& are in place, sealed, and secure.
C.
Beginning of installation means acceptance of existing conditions
3.02
PREPARATION
A.
Field measure site conditions prior to fabricating work.
SHEET METAL FLASHING AND TRIM SECTION 07620 - 2
4
B.
Install starter and edge strips, and cleats before starting installation.
r
C.
Install surface mounted reglets true to lines and levels. Seal top of reglcts with sealant
D.
Insert flashings into reglets to form tight fit Secure in place with lead wedges at maximum 12 inches on center. Pack remaining
spaces with lead wool. Seal fleshings into reglcts with sealant
E.
Secure fleshings in place using concealed fasteners. Use exposed fasteners only in locations approved by Architect/Engineer.
F.
Lap and seal all joints.
s
O.
Apply plastic cement compound between metal fleshings and felt fleshings.
H.
Fit fleshings tight in place. Make corners square, surfaces true and straight in planes, and lines accurate to profiles.
r
L
Solder metal joints watertight for full metal surface contact. After soldering, wash metal clean with neutralizing solution and rinse
with wafer.
is
J.
Seal metal joists watertight
3.03 INSTALLATION
!
A
Conform to drawing details included in AA, AISI, CDA, NAAMM, SMACNA, and NRCA manual.
k
END OF SECTION
pow
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SHEET METAL FLASHING AND TRIM SECTION 07620 - 3
r"
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SECTION 07900
CAULKING AND SEALANTS
PART1
GENERAL
1.01
SECTION INCLUDES
A.
Preparing sealant substrate surfaces.
B.
Sealant and backing.
1.02
RELATED SECTIONS
A.
Section 08111 - Standard Steel Doors: Sealants used in conjunction with door fiames.
B.
Section 08112 -Standard Steel Frames: Sealants used in conjunction with steel frames for doors.
C.
Section 09900 - Glazing: Sealants used in conjunction with glazing methods.
1.03
REFERENCES
A.
ANSI/ASTM D1056 - Flexible Cellular Materials - Sponge or Expanded Rubber.
B.
ASTM C904 - Use of Solvent -Release Type Sealants.
C.
FS TTS-001657 - Sealing Compound, Single Component, Butyl Rubber Based, solvent Release Type.
D.
FS TTS-W230 - Sealing Compound: Elastomeric Type, Single Component.
E.
FS TTS-001543 - Sealing Compound, Silicone Rubber Base.
1.04
QUALITY ASSURANCE
A.
Manufacturer: Company specializing in manufacturing the products speed in this Section with minimum three years
documented experience.
B.
Applicator: Company specializing in applying the work of this Section with minimum three years documented experience.
C.
Conform to Sealant and Waterproofers Institute requirements for materials and installation.
1.05
ENVIRONMENTAL REQUIREMENTS
A.
Do not install solvent curing sealants in enclosed building spaces.
B.
Maintain temperature and humidity recommended by the sealant manufacturer during and after installation.
1.06
SEQUENCING AND SCHEDULING
A.
Coordinate the work of this Section with all Sections referencing this Section.
1.07
WARRANTY
A.
Provide three year warranty under provisions of Section 01700.
B.
Warranty. Include coverage of installed sealants and accessories which fail to achieve air tight and watertight seal, exhibit lass
of adhesion or cohesion, or do not cure.
PART2
PRODUCTS
2.01
SEALANTS
A.
Polysulphide Sealant: FS 717S-00230, Type II - non -sag, Class A; color as selected; manufactured by Pecora or Dap.
B.
Polyurethane Sealant: FS TTS-00230, Type II - non -sag, Class A; colon, as selected; manufactured by Pecora or Dap.
C.
Silicone Sealant FS TrS-01543, Class A, low modulus type; color; as selected; manufitcturvd by Pecos or Dap.
D.
Butyl Sealant: FS TT-S-W 1657, black color, as manufactured by Pecora or Dap.
2.02
ACCESSORIES
A.
Primer. Nan -staining type. recommended by sealant manufacturer to suit application.
r
CAULKING AND SEALANTS SECTION 07900 -1
B.
Joint Cleaner: Non -contusive and non -staining type, recommended by sealard manufacturer; compatible with joint forming
materials.
C.
Joint Backing: ANSI/ASTM D1056; round, closed cell polyethylene foam rod; oversized 30 to 50 percent larger than jourt
width.
D.
Bond Breaker. Pressure sensitive tape recommended by sealant manufacturer to suit application. _
PART
EXECUTION
3.01
EXAMINATION
A.
Verify that joint openings are ready to receive work and field measurements are as shown on Drawings and recommended by
the manufacturer.
B.
Beginning of installation means installer accepts existing surfaces and substrate.
3.02
PREPARATION
A.
Clean and prune joints in accordance with manufachuees instructions.
B.
Remove loose materials and foreign matter which might impair adhesion of sealant
C.
Verify that joint backing and release tapes are compatible with sealant
D.
Perform preparation in accordance with ASTM C804 for solvent release sealants. _
E.
Protect elements surrounding the work of this Section from damage or disfiguration.
3.03
INSTALLATION —'
A.
Perform installation in accordance with ASTM C804 for solvent release sealants.
B.
Measure joint dimensions and size materials to achieve required width/depth ratios. —
C.
Install joint backing to achieve a neck dimension no greater than 1/3 thejoint width
D.
Install bond breaker where joint backing is not used.
E.
Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied
within these temperature ranges.
F.
Install sealant flee of air pockets, foreign embedded matter, ridges, and sags. --
G.
Tool joints concave.
3.04
CLEANING AND REPAIRING
A.
Clean work under provisions of Section 01700.
B.
Clean adjacent soiled surfaces.
C.
Repair or replace defaced or disfigured finishes caused by work of this Section
3.03
PROTECTION OF FINISHED WORK
A.
Protect sealants until cured.
3.06
SCHEDULE
Location
Type Color "—
A.
Window perimeter Polysulplvde Match Window Frame Color
B.
Door Frame/Walls Polyurethane As Selected —.
C.
Under Thresholds Butyl Black
D.
Plastic Laminate Corners As Required Match Laminate Color —
(Interior corners and corners abutting walls)
E.
Penetrations through Rated Partitions Fire Rated Color as Selected
CAULKING AND SEALANTS SECTION 07900 - 2
F. Floor Finish Expansion Joints As Required Color as Selected
G. Composite Metal Building Panels Polysulphide Match Existing
H. Veneer Masonry Expansion Joints Polyurethane Dark Brows
r
END OF SECTION
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k .
C
CAULKING AND SEALANTS SECTION 07900 - 3
7
SECTION 08111
r '
STANDARD STEEL DOORS
PART1
GENERAL
�..
1.01
SECTION INCLUDES
~
A.
Non —rated steel doors.
B.
Fire Rated steel doors.
1.02
RELATED SECTIONS
A.
Section 08112 — Standard Steel Frames.
PM
B.
Section 08710 — Door Hardware.
C.
Section 09900 — Painting: Field painting of doors.
7
1.03
REFERENCES
L.
A.
ANSI Al 17.1— Specifications for Making Buildings and Facilities Accessible to and Usable by Physically Handicapped People.
B.
ANSUSDI-100 — Standard Steel Doors and Frames.
C.
ASTM A525 - Steel Sheet, Zinc -Coated (Galvanized) by the Hot -Dip Process.
rD.
ASTM C236 - Test Method for Steady -State Thermal Performance of Building Assemblies by Means of a Guarded Hot -Box
E.
ASTM E 15 2 — Methods of Fire Tests of Door Assemblies.
�..
F.
ASTM E413 - Classification for Determination of Sound Transmission Class.
G.
Door Hardware Institute (DRI) - The Installation of Commercial Steel Doors and Steel Frames, Insulated Steel Doors in Wood
Frames and Builders hardware.
H.
NFPA 80 — Fire Doors and Windows.
I.
NFPA 252 — Fire Tests for Door Assemblies.
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UL IOB — Fire Tests of Door Assemblies.
K
SDI-108 - Selection and Usage Guide for Standard Steel Doors.
L
SDI-111D - Recommended Door, Frame and Hardware Schedule for Standard Steel doors and Frames.
M.
SDI-106 - Recommended Standard Door Type Nomenclature.
N.
SDI-117 - Manufacturing Tolerances - Standard Steel Doors and Frames.
O.
ASTM A366, A620 and A569 - Cold Rolled Steel Guidelines.
P.
ASTM A569 and A568 - Hot Rolled, Pickled and Oil Steel Guidelines.
Q.
ASTM A526, A642 and A525 - Hot Dipped Zinc Coated Steel.
R.
ASTM A591 and A568 - Electrolytically Deposited Zinc Coated Steel for Anchors and Accessories. Class B coating weight.
S.
ANSI A151.1- Test Procedure and Acceptance Criteria for Physical Endurance for Steel Doors and Hardware Reenforcing.
1.04
SUBMITTALS
A.
Submit under provisions of Section 01300.
B.
Shop Drawings: Indicate door elevations, internal reinforcement, closure method, and cutouts for glazin&4 louvers, and finish
f
C.
Product Data: Indicate door configurations,
guratiorrs, location of cutouts for hardware reinforcement.
D.
Samples: Submit two samples of full thickness door, 12 x 12 inch in size illustrating primed finish, core construction and closure
method
rW
STEEL DOORS SECTION 08111-1
E. Manufacturer's Installation Instructions: Indicate special installation instructions.
F. Manufacturees Certificate: Certify that Products meet or exceed specified requirements. —
1.05 QUALITY ASSURANCE
A. Conform to requirements of ANSI/SDI-100 and ANSI Al 17.1.
1.06 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturingthe Products specified inthis section with minimurndiree years documented
experience.
1.07 REGULATORY REQUIREMENTS _
A. Fire Rated Door Construction: Conform to ASTM El52, NFPA 252 and UL lOB.
B. Fire Rated Door Construction: Rate of rise of 450 F degrees across door thickness.
C. Installed Door Assembly: Conform to NFPA 80 for fire rated class as scheduled
1.08 DELIVERY, STORAGE, AND HANDLWG
A. Deliver, store, protect, and handle products to site under provisions of Section 01600.
B. Accept doors on site in manufacturer's packaging. Inspect for damage.
C. Break packaging seal on —site to permit ventilation. —
1.09 FIELD MEASUREMENTS
A. Verify that field measurements are as indicated on shop drawings.
1.10 COORDINATION
A. Coordinate work under provisions of Section 01039.
B. Coordinate the work with door opening construction, door frame and door hardware installation
PART PRODUCTS —
2.01 DOOR MANUFACTURERS
A. Kewanee Corporation: Steel Doors and/or Louvers.
B. Fenestra Corporation: Steel Doors and/or Louvers.
C. SteelcxaR Corporation: Steel Doors and/or Leuven;.
D. Substitutions: Under provisions of Section 01600.
2.02 DOORS
A. Exterior Doors (Ibermally Broken): SDI-100 Grade II, Model 1.
B. Interior Doors (Fire Rated): SDI-100 Grade I, Model 1.
2.03 DOOR CONSTRUCTION
A. Exterior Doors (Tberinally Insulated and Broken
1. Face: 18 Ga. steel sheet in accordance with ANSI/SDI-100.
2. Core: Polyurethane.
3. Total insulation R value of 12, measured in accordancewith ASTM C236.
B. Interior Doors (Fire Rated)
1. Face: 20 Ga. steel sheet in accordance with ANSIISDI-100.
STEEL DOORS SECTION 08111- 2
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2. Core: Fire Corebosrd
3. Fire Rating. As scheduled an the Drawings.
2.04 ACCESSORIES
A
Louvers: Manufacturer's standard to meet the requirements ofthe installation and to maintain the integrity of the fire rating where
{
'i
and when applicable.
1. Material and Finish: 18 Ga. roll formed steel; shop primed
2. Louver Blade: Inverted "Y" blade, sight proof, fire rated when and where applicable to UL requirements.
w
3. Louver Free Area: Thirty (30) percent.
4. Frame: 18 Ga. steel, mitered and welded at comers; non -removable exterior side; interior side tamper proof screws.
t
B.
Primer. Zinc chromate type.
C.
Glazing Beads: 18 Ga. steel bevel profile; mitered and welded at corners; non -removable exterior side; interior side tamper proof
screws.
2.03 FABRICATION
r"
A
Removable Mull for Double Doors: 16 Ga. steel, shaped as application requires, specifically for double doors.
B.
Fabricate doors with hardware reinforcement welded in place.
C.
Attach non -removable fire rated label to each fire rated door unit
D.
Close top and bottom edge of exterior doors with inverted steel channel closure. Seal joints watertight
2.06 FINISH
A
Steel Sheet: In accordance with ANSIISDI-100.
B.
Primer. Air dried or Baked.
PART 3 EXECUTION
3.01 EXAMINATION
A
Verify substrate conditions under provisions of Section 01039.
B.
Verify that opening sizes and tolerances are acceptable.
3.02 INSTALLATION
A
Install doors in accordance with ANSI/SDI-100 and DIM
B.
Coordinate installation of glass and glazing.
C.
Install door louvers, plumb and level.
D.
Coordinate installation of doors with installation of fames in Section 08112 and hardware in Section 09710.
E.
Touch-up primer as required
3.03 ERECTION TOLERANCES
A
Maximum Diagonal Distortion: 1116 inch measured with straight edge, comer to corner.
3.04 ADJUSTING
A
Adjust work under provisions of Section 01700.
B.
Adjust door for smooth and balanced door movement.
END OF SECTION
r
k STEEL DOORS SECTION 08111- 3
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SECTION 08112
STANDARD STEEL FRAMES
PART1
GENERAL
►�
1.01
SECTION INCLUDES
A Noe —rated steel &amen.
B. Fire Rated steel flames
r
1.02
PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION
A. Anchors and reinforcing for wall construction.
r1.03
RELATED SECTIONS
L
A. Section 08111— Standard Steel Doors.
A
i
B. Section 08712 — Door Hardware.
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C. Section 09900 — Painting: Field Painting of flames.
1.04
REFERENCES
i
A. ADA-AG — Guidelines for Making Buildings and Facilities Accessible to and Usable by Physically Handicapped People.
B. ANSMDI-100 — Standard Steel Doors and Frames.
C. ASTM A525 - Steel Sheet, Zinc -Coated (Galvanized) by the Hot -Dip Process.
D. ASTM E 152 — Methods of Fire Tests of Door Assemblies.
r
E. DHI — Door Hardware Institute: The Installation of Commercial Steel Doors and Steel Frames, Insulated Steel Doors in Wood
Frames and Builders Hardware.
F. NFPA 80 — Fire Doors and Windows
a
G. NFPA 252 — Fire Tests for Door Assemblies.
H. UL I OB — Fire Tests of Door Assemblies.
9
L SDI-111 A - Recommended Steel Door Frame Details.
J. SDI-105 - Recommended Erection Instructions for Steel Frames.
K SDI-110 - Standard Steel Doors and Frames for Modular Masonry Construction.
E
1.05
SUBMITTALS
A. Submit under provisions of Section 01300.
B. Shop Drawings: Indicate frame elevations, reinforcement, and finish.
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C. Product Data: Indicate frame configuration, anchor types and spacings, location of cut-outs for hardware, reinforcement
D. Samples: Submit two samples of fame, full size cross section, 12 inches long, illustrating frame construction, surface texture and
primer color and type.
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E. Manufacturers Installation Instructions: Indicate special installation instructions.
F. Mamrfactu ens Certificate: Certify that Products meet or exceed specified requirements.
1.06
QUALITY ASSURANCE
A. C;oeorm to requir rents of ANSIISDI-100 and ANSI Al 17.1.
1.07
QUALIFICATIONS
A Manufacturer. al' ' in,manuf Companyspeci yang acturingtheProducts specified inthistKctionwRhtttittirttumthreeyeatsdocumented
experience.
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STEEL FRAMES SECTION 08112 -1
1.08 REGULATORY REQUIREMENTS
A.
Fire Rated Frame Construction: Conform to ASTM E152, NFPA 252 and UL 10B.
B.
Installed Frame Assembly: Conform to NFPA 80 for fire rated class same as fire door.
1.09
DELIVERY, STORAGE, AND HANDLING
A.
Deliver, store, protect, and handle products to site under provisions of Section 01600.
B.
Accept frames on site in manufacturees packaging. Inspect for damage. —
C.
Deliver welded frames with a temporary spreader bar securely fastened to the bottom of each flame.
D.
Deliver knock down frames unassembled in securely strapped bundles _
1.10
FIELD MEASUREMENTS
A.
Verify that field measurements are as indicated on shop drawings
1.11
COORDINATION
A.
Coordinate work under provisions of Section 01039.
B.
Coordinate the work with frame opening construction, door and hardware installation. —
PART 2
PRODUCTS
2.01
FRAME MANUFACTURERS
A.
Kewanee Corporation: Steel Frames.
B.
Fenestra Corporation: Steel Frames.
C.
Steelcraft corporation: Steel Frames.
D.
Substitutions: Linder provisions of Section 01600. `
2.02
FRAMES
A.
Exterior Frames: 16 gage thick material, base metal thickness.
B.
Fire Rated Frames: Provide the type of firame assembly that has been successfully tested in accordance with the latest revision of
ASTM E 152, ANSWL I0(b) or NFPA 252, whichever is required by the authority having jurisdiction over the project.
2.03
ACCESSORIES
A.
Silencers: Resilient rubber fitted into drilled hole.
B.
Primer. Zinc chromate type.
C.
Floor Anchors: Minimum 18 gage anchors for attachment to floor.
D.
Jamb Anchors: Provide frames other than slip-on drywall type with a minimum of three anchors per jamb as required for the _
adjoining wall construction. Provide anchors of not less than 18 gage steel or 7 gage diameter wire.
E.
Glazing Beads: Provide frame glazing beads in interior glazed openings and other locations where fixed glass is indicated in steel
frames. Prepare frames for the type of glazing beads required to receive the glass and gaskets indicated Miter beads at corners.
Glazing beads can either be the screw -on or snap -cm types.
2.04
FABRICATION
A.
Fabrication offi-ames per opening requirements.
1. For masonry opening - Welded units.
2. For existing masonry opening - Knock down field assembly units.
B.
Fabricate frames with hardware reinforcement plates welded in place, including but not limited to, reinforcing for closers, hinges
and others as may be necessary.
C.
Reinforce frames wider than 48 inches with roll formed steel channels fitted tightly into frame head, flush with top. —
STEEL FRAMES SECTION 08112 - 2
D. Prepare frame for silencers. Provide three single silencers for single doors and mullions of double doors on shrike side. Provide two
r
single silencers on frame head at double doors without mullions.
D. Fabricate frames to suit masonry wall coursing with 4 inch head member.
2.05
FINISH
a.
A. Steel Sheet: In accordance with ANSUS0I-100.
B. Primer: Air dried or Baked
PART 3
EXECUTION
3.01
EXAMINATION
A. Verify substrate conditions under provisions of Section 01039.
B. Verify that opening sizes and tolerances are acceptable.
3.02
INSTALLATION
A. Install flames in accordance with ANSODI-100 and DIU.
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B. Coordinate with masonry, wallboard and/or other wall construction for anchor placement.
C. Coordinate installation of glass and glazing.
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D. Coordinate installation of fames with installation of hardware specified in Section 08712 and doors in Section 08111.
fE.
Install roll formed steel reinforcement channels between two abutting frames. Anchor to structure: and floor.
F. Install an additional jamb anchor for those fames that are in a wall condition that does not allow for the use of a floor anchor.
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3.03
ERECTION TOLERANCES
A. Mardmum Diagonal Distortion: 1/16 inch measured with straight edges, crossed comer to come`.
r3.04
i.
SCHEDULE
A. Refer to the Drawings for steel frame schedule.
b
END OF SECTION
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STEEL FRAMES SECTION 08112 3
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SECTION 08410
ALUMINUM ENTRANCES AND STOREFRONTS
G
PART1
GENERAL
PIG
1.01
SECTION INCLUDES
A
Aluminum doors and/or frames
B.
Perimeter sealant
l
1.02
PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION
A
Section 05500 - Metal Fabrications: Placement of structural supporting anchors.
1.03
PRODUCTS INSTALLED BUT NOT FURNISHED UNDER THIS SECTION
A.
Section 05120 - Structural Steel: Supply of structural supporting anchors for placement by this section.
B.
Section 08700 - Door Hardware: Hardware items other than specified in this section.
1.04
RELATED SECTIONS
A.
Section 01045 - Cutting and Patching: Preparation of adjacent work to receive work of this section.
B.
Section 05500 - Metal Fabrications: Metal fabricated attachment devices and &arced openings.
C.
Section 07900 - Sealants- System perimeter sealant and back-up materials.
D.
Section 08800 - Glazing.
4
E.
Section 12512 - Horizontal Louver Blinds: Attachments to framing members.
1.05
REFERENCES
A.
AAMA- Metal Curtain Wall, Window, Store Front and Entrance - Guide Specifications Manual.
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B.
AAMA - Curtain Wall Manual #10 - Cart and Handling of Arc►itsclural Aluminum From Shop to Site.
1
C.
AAMA 501- Methods of Test for Metal Curtain Walls.
d..
D.
AAMA 603.8 - Performance Requirements and Test Procedures for Pigmented Organic Coatings on Extruded Aluminum
GE.
AAMA 605.2 - Specification for High Performance Organic Coatings on Architectural Extrusions and Panels.
F.
AAMA 606.1- Specifications and Inspection Methods for Integral Color Anodic Finishes for Architectural Aluminum
r
G.
AAMA 607.1- Specifications and inspection Methods for Clear Anodic Finishes for Architectural Aluminum
H.
AAMA 608.1 - Specification and Inspection Methods for Electrolytically Deposited Color Anodic Finishes for Architectural
Aluminum
I.
AAMA SFM-1- Aluminum Stores cnt and Entrance Manual.
I
ANSI Al 17.1- Safety Standards for the Handicapped.
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ANSI/ASTM A36 - Structural Steel
L
ANSI/ASTM A386 - Zinc Coating (Hot Dip) on Assembled Stec] Products.
M.
ANSI/ASTM A446 Steel Sheet, Zino by Hot Process, Structural
- -Coated (Galvanized) the -Dip (physical) Quality•
N.
ANSI/ASTM B209 - Aluminum and Aluminum -Alloy Sheet and Plate.
O.
ANSI/ASTM B221- Aluminum -Alloy Extruded Bar. Rod, Wire, Shape, and Tube.
P.
ANSI/ASTM E283 - Rate of Air leakage Through Exterior Windows, Curtain Walls, and Doors.
Q.
ANS11ASTM E330 - Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure
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Difference.
R.
ANSI/ASTM E331- Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air
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ALUMINUM ENTRANCES AND STOREFRONTS SECTION 08410 -1
Pressure Difference.
S.
SSPC - Steel Structures Painting Council.
1.06
SYSTEM DESCRIPTION
A.
Aluminum entrances and storefront system includes tubular aluminum sections with supplementary internal support framing, shop --
fabricated, factory pre -finished, vision glass, insulated glass], related fleshings, anchorage and attachment devices.
1.07
PERFORMANCE REQUIREMENTS
A.
Design and size components to withstand dead and live loads caused by positive and negative wind pressure acting normal to plane
of wall as measured in accordance with ANSVASTM E330.
B.
Limit mullion deflection to 1/200; with full recovery of glazing materials.
C.
System to accommodate, without damage to components or deterioration of seals, movement within system, movement between
system and peripheral construction, dynamic loading and release of loads, deflection of structural support fiming.
D.
Limit air leakage through assembly to 0.06 efin/min/sq ft ofwall area, measured at a reference differential pressure across assembly
^
of 1.57 psf as measured in accordance with AAMA 501.
E
Vapor Seal with Interior Atmospheric Pressure of 1 inch sp, 72 degreesF, 40 Percent RH: No failure.
F.
Maintain continuous air and vapor barrier throughout assembly, primarily in line with inside pane of glass and inner sheet of infill ^
panel and heel bead of glazing compound
G.
System to provide for expansion and contraction within system components caused by a cycling temperature range of 170 degrees
F over a 12 hour period without causing detrimental affect to system components. _
H.
Drain water entering joints, condensation occurring in glazing channels, or migrating moisture occurring within system, to the
exterior by a weep drainage network.
1.08
SUBMITTALS
A.
Submit under provisions of Section 01300.
B.
Shop Drawings: Indicate system dimensions, fiarued opening requirements and tolerances, affected related Work and expansion �-
and contraction joint location and details.
C.
Product Data: Provide component dimensions, describe components within assembly, anchorage and fasteners, glass and infill,
internal drainage details and sealant.
D.
Submit two samples 12 x 12 inches in size illustrating pre -finished aluminum surface, glass units, insulating glass, and glazing
materials.
E.
Manufacturers Certificate: Certify 1hatProducts meet or exceed specified requirements. _
1.09
QUALITY ASSURANCE
A.
Perform Work in accordance with AAMA SFM-1 and AAMA- Metal Curtain Wall, Window, Store Front and Entrance - Guide
Specifications Manual.
B.
Conform to requirements of ANSI Al 17.1.
1.10
QUALIFICATIONS —
A
Manufacturer and Installer: Company specializing in manufacturing aluminum glazing systems with minimum three years
documented experience.
1.11
PRE -INSTALLATION CONFERENCE
A.
Convene one week prior to commencing work of this Section, under provisions of Section 01039.
1.12
DELIVERY, STORAGE, AND HANDLING
A.
Deliver, store, protect and handle products to site under provisions of Section 01600.
B.
Handle work of this section in accordance with AAMA - Curtain Wall Manual # 10. —
C.
Protect pre-f nishod aluminum surfaces with wrapping. Do not use adhesive papers or sprayed coatings which bond when exposed
to sunlight or weather.
ALUMINUM ENTRANCES AND STOREFRONTS SECTION 08410 - 2
1.13 ENVIRONMENTAL REQUIREMENTS
A. Do not install sealants when ambient temperature is less than 40 degrees F during a 48 hours after installation
1.14 FIELD MEASUREMENTS
A Verify that field measurements are as indicated on shop drawings.
1.15 COORDINATION
A. Coordinate Work under provisions of Section 01039.
1.16 WARRANTY
A. Provide three year warranty under provisions of Section 01700.
a Warranty: Include coverage for complete system for failure to meet specified requirements.
PART2 PRODUCTS
2.01 MANUFACTURERS
A. Kawneer Company, Inc..
B. Substitutions: Under provisions of Section 01600.
2.02 MATERIALS
A. Extruded Aluminum: ANSI/ASTM B221; 6063 alloy, T5 temper.
B. Sheet Aluminum: ANSI/ASTM B209; 6063 allay, TS temper.
2.03 COMPONENTS
A. Frame: Nominal dimensions indicated on the Drawings; thermallybrokenwith interior tubular section insulated from exterior, flush
gb zmg stops; drainage holes; internal weep drainage system Frames for interior glazing need not to be thermally broken.
2.04 GLASS AND GLAZING MATERIALS
A. Glass and Glazing Materials: As specified in Section 09900 of Types described below:
1. Glass in Exterior Lights: Tinted Insulated glass.
2. Glass in Interior Lights: Wire Safety glass
2.05 SEALANT MATERIALS
A. Sealant and Backing Materials: As specified in Section 07900 of Types described below.
1. Perimeter Sealant: Silicone.
2.06 HARDWARE
A Weather Stripping. Sill Sweep Strips, Thresholds, Hinges„Push/Pull Handles, Panic Device, Closer: Manufacturers
B. Sill Sweep Strips: Retracting resilient seal type, of neoprene compound
C. Threshold: Extruded aluminum, one piece per door opening. ribbed surface.
D. Hinges: Center swing clear butt type.
E. Push/Pull: Narrow Stile style.
F. Panic Device: As required
G. Closer: ADA approved
2.07 FABRICATION
A. Fabricate components with minimum clearances and shim spacing around perimeter of assembly, yet enabling installation and
dynamic movement of perimeter seal.
B. Accurately fit and secure joints and corners. Make joints flush, hairline, and weatherproof.
C. Prepare components to receive anchor devices. Fabricate anchors.
ALUMINUM ENTRANCES AND STOREFRONTS SECTION 09410 - 3
D. Arrange fasteners and attachments to conceal from view.
2.08 FINISHES
A.
Finish coatings to conform to AAMA 603.8.
B.
Exterior Exposed Aluminum Surfaces: AAMA A41 anodized to 21 S-R 1 thickness, prepared with a mechanical M protimtment,
anodized to selected color.
C.
Interior Exposed Aluminum Surfaces: AAMA A41 anodized to 21 S-RI thickness, prepared with a mechanical M pre-treatment,
anodized to selected color.
D.
Concealed Steel Items: Galvanized in accordance with ANSVASTM A386 to 2.0 oz/sq & Primed with iron oxide paint
E.
Apply one coal coats of bituminous paint to concealed aluminum and steel surfaces in contact with cemcntitious or dissimilar
materials.
PART 3
EXECUTION
3.01 EXAMINATION
A.
Verify site opening conditions under provisions of Section 01039.
B.
Verify dimensions, tolerances, and method of attachment with other work.
C.
Verify wall openings and adjoining air and vapor seal materials are ready to receive work of this Section.
3.02 INSTALLATION
A.
Install wall system in accordance with manufacturer's instructions and AAMA - Metal Curtain Wall, Window, Store Front and
Entrance - Guide Specifications Manual.
B.
Attach to structure to permit sufficient 4ustmerrt to accommodate construction tolerances and other irregularities.
C.
Provide alignment attachments and shims to permanently fasten system to building structure.
D.
Align assembly plumb and level, &ee of warp or twist. Maintain assembly dimensional tolerances, aligning with adjacent work
E.
Provide thermal isolation where components penetrate or disrupt building insulation. r
F.
Install sill fleshings.
G.
Coordinate attachment and seal of perimeter air and vapor barrier materials.
H.
Pack fibrous insulation in shim spaces at perimeter of assembly to maintain continuity of thermal barrier.
I.
Install operating sash where applicable.
J.
Install fleshings and fittings.
YL
Set thresholds in bed of mastic and secure.
L.
Install hardware using templates provided
M.
Install glass in accordance with Section 08800, to glazing method required to achieve performance criteria.
N.
Install perimeter sealant to method required to achieve performance criteria, backing materials, and installation criteria in
accordance with Section 07900.
3.03 TOLERANCES
A. Maximum Variation firom Plumb: 0.06 inches every 3 ft non -cumulative or 1116 inches per 101; whichever is less.
B. Maximum Misalignment of Two Adjoining Members Abutting in Plane: 1/32 inch.
3.04 ADJUSTING
A. Adjust work under provisions of Section 01700.
B. Adjust operating hardware for arnooth operation
3.05 CLEANING
ALUMINUM ENTRANCES AND STOREFRONTS SECTION 08410 - 4
r
A.
Clean work under provisions of 01700.
I
B.
Remove protective material from pre -finished aluminum surfaces.
C.
Wash down surfaces with a solution of mild detergent in warm water, applied with soft, clean wiping cloths. Take care to remove
dirt 8nm comers. Wipe surfaces clean.
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D.
Remove excess sealant by method acceptable to sealant manufacturer.
3.06 PROTECTION OF FINISHED WORK
I
A.
Protect finished Work firm damage.
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END OF SECTION
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ALUMINUM ENTRANCES AND STOREFRONTS SECTION 08410 - 5
SECTION 08710
DOOR HARDWARE
PARTI
GENERAL
1.01
SECTION INCLUDES
A.
Hardware for wood, hollow steel, and aluminum doors.
1. Refer to the Drawings for exact types of doors included in the project.
B.
Thresholds.
C.
Weatherstripping, seals and door gaskets.
1.02
PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION
A.
Section 08112 - Steel Frames: Furnish templates for frame preparation.
B.
Section 08111- Steel Doors: Furnish templates for door preparation.
C.
Section 08111- Steel Doors: Furnish lock cylinders for installation
1.03
PRODUCTS INSTALLED BUT NOT FURNISHED UNDER THIS SECTION
A.
Section 08410 - Aluminum Enhances and Storcfiv nts: Hardware and thresholds supplied for aluminum entrance doors.
1.04
RELATED SECTIONS
A.
Section 08111- Steel Doors.
B.
Section 08112 - Steel Frames.
C.
Section 08410 - Aluminum Entrances and Storefronts: hardware for same except cylinders.
1.05
REFERENCES
A.
ANSI A117.1- Specifications for Making Buildings and Facilities Accessible to and Usable by Physically Handicapped People.
B.
NFPA 80 - Fire Doors and Windows.
C.
AWI - Architectural Woodwork institute - Quality Standards.
D.
NFPA 101- Code for Safety to Life from Fire in Buildings and Structures.
E.
NFPA 252 - Firs Tests of Door Assemblies.
F.
UL IOB - Fire Tests of Door Assemblies.
G.
UL 305 - Panic Hardware.
1.06
SUBMITTALS
A.
Submit under provisions of Section 01300.
B.
Shop Drawings: Indicate locations and mounting heights of each type of hardware, electrical characteristics and connection
requirements, and appropriate dimensions.
C.
Submit manufacturer's parts lists, templates, and re -ordering data
D.
Samples: Subunit 1 sample of hinge, latchsey and accessory items illustrating style, color, and finish.
E.
Samples: Will be returned with the Submittal.
F.
Manufactura's Installation Instructions: Indicate special procedures, perimeter conditions requiring special attention, and
maintenance requirements.
1.07
PROJECT RECORD DOCUMENTS
A.
Submit under provisions of Section 01700.
B.
Record actual locations of installed cylinders and their master key code.
DOOR HARDWARE SECTION 08710 -1
1.08 OPERATION AND MAINTENANCE DATA
A Submit under provisions of Section 01700.
B. MaintenanceData: Include data on operatinghardware, lubrication requirements, and inspection procedures relatedto preventative
maintenance.
1.09 QUALITY ASSURANCE
A Perform work in accordance with the following requirements:
1. ANSI Al 17.1 - Specifications for MakingBuildings and Facilities Accessible to and Usable by Physically Handicapped --
People.
2. NFPA 101.
3. ANSI Al 17.1.
4. NFPA 80.
5. NFPA 252.
1.10 QUALIFICATIONS
A Manufacturer: Company specializing in manufacturing the Products specified in this section with minimum three years
documented experience.
B. Hardware Supplier: Company specializing in supplying institutional door hardware with three years documented experience.
1.11 REGULATORY REQUIREMENTS
A Conform to applicable code for requirements applicable to fire rated doors and frames.
B. Products Requiring Electrical Connection: Listed and classified by Underwriters' Laboratories, Inc., as suitable for the purpose
specified and indicated.
1.12 PRE -INSTALLATION CONFERENCE
A Convene one week prior to commencing work of this section, under provisions of Section 01039.
1.13 DELIVERY, STORAGE, AND HANDLING
A Deliver, store, protect and handle products to site under provisions of Section 01600. --
B. Package hardware items individually, label and identify each package with door opening code to match hardware schedule.
C. Deliver keys to ArchitectTmgineer by security shipment direct fi-om hardware supplier.
1.14 COORDINATION
A Coordinate work under provisions of Section 01039.
B. Coordinate the work with other directly affected sections involving manufacture or fabrication of internal reinfarcemem for door
hardware.
1.15 WARRANTY
A Provide five year warranty under provisions of Section 01700.
B. Warranty: Include coverage for door closers and operators.
1.16 MAINTENANCE MATERIALS
A Provide maintenance materials under provisions of 01700.
B. Provide special wrenches and tools applicable to each different or special hardware component. ,
C. Provide maintenance tools and accessories supplied by hardware component manufacturer.
1.17 EXTRA MATERIALS _
A Furnish under provisions of Section 01700.
B. Provide ten extra key lock cylinders for each master keyed group. ^—
DOOR HARDWARE SECTION 09710 - 2
{..
PART
PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A.
Hinges: Hager Hinge.
B.
Pivots: Hager Hinge.
C.
Latch Sets: Schlage Lock.
D.
PushTWIs: Schlage Lock.
E.
Cylinder Locks: Schlage Lock.
F.
Mortise Lacks: Schlage Lock.
G.
Electric Lacks: Von Duprin.
H
Exit Devices: Schlage Lock.
I.
Closers: LCN.
L
Overhead Holders: LCN.
K.
Manual Bobs: Schlage Lock.
L
Kick and Push Plates: Ives.
M.
Sliding Door Hardware: K & V.
N.
Bifolding Door Hardware: Stanley.
O.
Protection Plates: Ives.
P.
Substitutions: Under provisions of Section 01600.
2.02 KEYING
A.
Door Locks for New Facilities; Grand master keyed Include construction keying, control keying with removable core cylinders.
B.
Doer Lacks for Additions to Existing Facilities: Key to existing keying system.
C.
Supply keys in the following quantities:
1. 6 master keys.
2. 6 grand master keys.
3. 6 construction keys.
4. 6 control keys and 3 extra cylinder cores.
S. 6 change keys for each lock.
2.03 FINISHES
A. Finishes: Identified in schedule at end of section
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify site conditions under provisions of Section 01039.
B. Verify that doors and &amen are ready to receive work and dimensions are as indicated on shop drawings.
C. Verify that electric power is available to power operated devices and of the correct characteristics.
3.02 INSTALLATION
A. Install hardware in accordance with manufacturer's instructions.
DOOR HARDWARE SECTION 08710 - 3
B. Use templates provided by hardware item manufacturer.
C. Mounting heights for hardware from finished floor to center line of hardware item:
1. Shall conform to requirements of the Americans With Disabilities Act
3.03 FIELD QUALITY CONTROL
A Field inspection and testing will be performed under provisions of Section 01400.
B. Architectural HardwareConsultanttoinspectinstallationandoertifythathardwareandinstallationhasbeenfurnishedandinstalled
in accordance with manufacturer's instructions and as specified
3.04 ADJUSTING
A Adjust work under provisions of Section 01700.
B. Adjust hardware for smooth operation.
3.05 PROTECTION OF FINISHED WORK
A Do not permit adjacent work to damage hardware or finish.
END OF SECTION
DOOR HARDWARE SECTION 09710 - 4
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SECTION 08800
GLAZING
PART1
GENERAL
1.01
SECTION INCLUDES
A.
Glass and glazing for steel frame windows.
B.
Glass for $hazing aluminum storefixont systems.
C.
Metal fi timed mirrors.
1.02
RELATED SECTIONS
A.
Section 07900 - Joint Sealers: Sealant and back-up material.
B.
Section 08410 - Aluminum Entrances and Storefinats.
1.03
REFERENCES
A.
ANSI Z97.1 - Safety Performance Specifications and Methods of Test for Safety Glazing Used in Buildings.
B.
FGMA - Glazing Manual.
C.
FGMA - Sealant Manual
D.
FS TT-S-001657 - Sealing Compound, Single Component, Butyl Rubber Based, Solvent Release Type.
E.
FS TT-S-00230 - Sealing Compounds, Syndutic-Rubber Base, Single Component, Chemically Curing.
F.
FS TT-S-01543 - Sealing Compound, Silicone Rubber Base.
G.
Laminators Safety Glass Association - Standards Manual.
1.04
PERFORMANCE REQUIREMENTS
A.
Glass and glazing materials of this Section shall provide continuity of building enclosure vapor and air barrier.
1. In conjunction with materials described in Section 07900.
2. Maintain continuous air and vapor barrier throughout glazed assembly from glass pane to heel bead of glazing sealant
B.
Size glass to withstand dead loads and positive and negative live loads acting normal to plane of glass as calculated as measured
in accordance with ANSVASTM E330.
C.
Limit glass deflection to 1/200 with full recovery of glazing materials, whichever is less.
1.05
SUBMITTALS
A
Submit under provisions of Section 01300.
B.
Product Data on Glass Types Specified: Provide structural, physical and environmental characteristics, size limitations, special
handling or installation requirements.
C.
Product Data on Glazing Compounds: Provide chemical, functional, and environmental chamctcristics, limitations, special
application requirements. Identify available colors.
D.
Samples: Submit two samples,12 x 12 inch in size, glass coloration.
E.
Samples: Submit 6 inch long bead of glazing sealant, color as selected.
F.
Manufacturer's Installation Instructions: Indicate special precautions required
G.
Manufacturets CatiScate: Certify that glass, meets or exceeds specified requirements.
1.06
QUALITY ASSURANCE
A.
Perform Work in accordance with FGMA Glazing Manual, FGMA Sealant Manual, SIGMA and Laminators Safety Glass
Association - Standards Manual for glazing installation methods
B.
Maintain one copy of each document on site.
GLAZING SECTION 08900 - I
1.07
MOCKUP
A.
Provide mockup of window including glass and perimeter air and vapor barrier seal], under provisions of Section 01400.
B.
Mockup may remain as pad ofthe Work.
1.08
PRE -INSTALLATION CONFERENCE
A.
Convene one week prior to commencing work ofthis Section, under provisions of Section 01039.
1.09
ENVIRONMENTAL REQUIREMENTS
A.
Do not install glazing when ambient temperature is less than 50 degrees F.
B.
Maintain minimum ambient temperature before, during and 24 hours after installation of glazing compounds.
1.10
FIELD MEASUREMENTS
A.
Verify that field measurements are as indicated on shop Drawings.
1.11
COORDINATION _
A.
Coordinate Work under provisions of Section 01039.
B.
Coordinatethe Work with glazing frames, wall openings, and perimeter air and vapor seal to adjacent Work.
1.12
WARRANTY
A.
Provide five year manufacturer's warranty under provisions of Section 01700.
B.
Warranty: Include coverage for sealed glass units from seal failure, interpane dusting or misting, and replaocment of same.
1.13
EXTRA MATERIALS
A.
Furnish under provisions of Section 01700.
B.
Provide two panes of each glass size and each glass type specified.
PART
PRODUCTS
2.01
MANUFACTURERS - FLAT GLASS MATERIALS
A.
Ford Glass Company.
B.
Libby -Owens Ford Company.
C.
PPG Industries
D.
Substitutions: Under provisions of Section 01600.
2.02
FLAT GLASS MATERIALS
A.
Safety Glass (Type FG-B): Clear, laminated with plastic n terlayer, conforming to ANSI Z97.1; 1/4 meth thick minimum.
B.
Tinted Glass (Type FG-C): Float type, tempered, tinted to match existing; 1/4 inch thick minimum.
C.
Wire Glass (Type FG-G): Clear, polished both sides, diagonal mesh of woven stainless steel wire of 1/2 inch grid sine; 1/4 inch
thick.
D.
Mirror Glass (Type FG-II): ASTM C1036, Type 1 transparent flat, Class 1 clear, Quality ql mirror soled; 1/4 inch thick
minimum, sizes noted on Drawings.
E.
One Inch Insulating Glass (Type FG-C): Outside pane -Float type, tempered, Timed Glass as described above; Inside pane- Clear,
Float type, tempered, 1/4 inch thick.
2.03
MANUFACTURERS - GLAZING COMPOUNDS
A.
Norton Glazing Products. _
B.
Tremoo Glazing Systems.
GLAZING SECTION 08800 - 2
C.
PPG Industries
D.
Substitutions: Under provisions of Section 01600.
2.04
GLAZING COMPOUNDS
A
Butyl Sealant Crype GC-B): Single Component; Shone A hardness of 10-20 black color, non -skinning.
B.
Silicone Sealant (Type GC-F): Single component, solvent curing; capable of water immersion without loss of properties;
non -bleeding•, non -staining, cured Shore A hardness of 13-25; color as Selected
2.05
GLAZING ACCESSORIES
A
Setting Blocks: Neoprene, 80 - 90 Shore A durometer hardness, length of 0.1 inch for each square foot of glazing or minimum
4 inch x width of glazing rabbet space minus 1/16 inch x height to snit glazing method and pane weight and area.
B.
Spacer Shims: Neoprene, SO - 60 Shore A durometer hardness, minimum 3 inch long x one half the height of the glazing stop x
thickness to suit application. self adhesive on one face.
C.
Glazing Tape: Preformed butyl compound with integral resilienttube spacing device; 10 - 13 Shore A durometer hardness; coiled
on release paper; size as required
D.
Glazing Splines: Resilient polyvinyl chloride extruded shape to suit glazing channel retaining slot
E.
Glazing Clips: Manufacturer's standard type.
F.
Mirror Attachment Accessories: Stainless steel clips.
2.06
SOURCE QUALITY CONTROL AND TESTS
A
Provide testing and analysis of glass under provisions of Section 01400.
B.
Test samples in accordance with ANSI Z97.1.
PART 3
EXECUTION
3.01
EXAMINATION
A
Verify prepared openings under provisions of Section 01039.
B.
Verify that openings for glazing are correctly sized and within tolerance. .
C.
Verify that surfaces of glazing channels or recesses are clean, free of obstructions, and ready to receive glazing.
3.02
PREPARATION
A
Clean contact surfaces with solvent and wipe dry.
B.
Seal porous glazing channels or recesses with substrate compatible primer or sealer.
C.
Prime surfaces scheduled to receive sealant
3.03
EXTERIOR - WET METHOD (SEALANT AND SEALANT)
A
Place setting blocks at 1/4 points and install glazing pane or unit
B.
Install movable stops with glazing centered in space by inserting spacer shims bath sides at 24 inch intervals, 1/4 inch below sigbt
line.
C.
Fill gaps between gluing and Stops with silicone type sealant to depth of bite on glazing, but not more than 3/8 inch below sight
line to ensure full contact with glazing and continue the air and vapor seal.
D.
Apply Sealant to uniform line, flush with sight lice. Tool or wipe sealant surface smooth
3.04
INTERIOR - DRY METHOD (TAPE AND TAPE)
A
Cut glazing tape to length and set against permanent Stops, projecting 1116 inch above sight line.
B.
Place setting blocks at 1/4 points with edge block no more than 6 inches from comers.
C.
Rest glazing on setting blocks and push against tape for full contact at perimeter of pane or unit
D.
Place glazing tape on five perimeter of glazing in same mamer described above.
GLAZING SECTION 09900 - 3
E. Install removable stop without displacement of tape. Exert pressure on tape for full continuous contact.
F. Knife trim protruding tape.
3.05 INSTALLATION - MIRRORS
A. Set mirrors with clips. Anchor rigidly to wall construction.
B. Place plumb and level
3.06 QUALITY CONTROL
A. Field inspection will be performed under provisions of Section 01400.
B. Inspection will monitor quality of glazing.
3.07 CLEANING
A. Clean work under provisions of 01700.
B. Remove glazing materials from finish surfaax
C. Remove labels after work is complete.
D. Clean glass and miffors.
3.08 PROTECTION OF FINISHED WORK
A. After installation, mark pane with an X by using removable plastic tape or paste.
END OF SECTION
GLAZING SECTION 08800 - 4
E
SECTION 09900
PAINTING
k
PART 1
GENERAL
r.
E
1.01 SECTION INCLUDES
A
Surface preparation and field application of primers, sealers, paints and coatings.
1.02 RELATED SECTIONS
A..
Section 06200 -Finish Carpentry.
B.
Section 07620 - Sheet Metal Flashing and Trim
C.
Section 09 111 - Standard Steel Doors: Shop primed.
D.
Section 08112 - Standard Steel Frames: Shop primed
1.03
REFERENCES
A.
ASTM D 16 - Definitions of Terms Relating to Paint, Varnish, Lacquer, and Related Products.
B.
ASTM D2016 - Test Method for Moisture Content of Wood
C.
AWWA(AmericanWater Works Association) -C204- Chlorinated Rubber -Alkyd PaintSystemsforthcExteriorofAboveGround
Steel Water Piping.
PM
D.
AW WA (American Water Works Association) - D102 - Painting Steel Water Storage Tanks.
E.
NACE (National Association of Corrosion Engineers) - Industrial Maintenance Painting.
7
F.
NPCA (National Paint and Coatings Association) - Guide to U.S. Government Paint Specifications.
G.
PDCA (Painting and Decorating Contractors of America) - Painting - Architectural Specifications Manual.
P
it
SSPC (Steel Structures Painting Council) - Steel Structures Painting Manual.
1.04
DEFINITIONS
r.
A
Conform to ASTM D 16 for interpretation of terns used in this Section.
i
1.05
SUBMITTALS
A.
Submit under provisions of Section 01300.
r..
I
B.
Product Data: Provide data on all finishing products and special coating.
C.
Samples: Submit two samples612 x 12 inch in size illustrating range of colors and textures available for each surface finishing
product scheduled
6
D.
Samples: Submit two samples,12 x 12 inch in size illustrating selected colors and textures for each color selected.
E.
Manufacturer's Instructions: Indicate special surface preparation procedures, substrate conditions requiring special attention, and
other data as necessary.
t
1.06
QUALIFICATIONS
A.
Manufacture: CompanyspeddizinginmanufaduringtheProductsspecifiedinthissectionwithminir=threeyearsdocumented
1
experience.
B.
Applicator: Company specializing in Performing the work of this section with minimum three years documented experience.
1.07
REGULATORY REQUIREMENTS
i
A.
Conform to applicable codes for flame and smoke rating requirements for finishes.
1.08
FIELD SAMPLES
A.
Provide field sample of paint under provisions of Section 01400.
PAINTING SECTION 09900 - I
a
F
B.
Provide field sample panel, one foot long by one foot wide, illustrating coating color, texture, and finish
C.
Locate where directed.
D.
Accepted sample may remain as part of the Work.
1.09
DELIVERY, STORAGE, AND HANDLING
A.
Deliver, store, protect and handle products to site under provisions of Section 01600.
B.
Deliver products to site in sealed and labeled containers; inspect to verify acceptability.
C.
Container label to include manufacturers name, type of paint, brand name, lot number, brand code, coverage, surface preparation,
drying time, cleanup requirements, color designation, and instructions for mixing and reducing.
D.
Store paint materials at minimum ambient temperature of 45 degrees F and a maximum of 90 degrees F, in ventilated area, and
as required by manufacturer's instructions.
1.10
ENVIRONMENTAL REQUIREMENTS
A.
Do not apply materials when surface and ambient temperatures are outside the temperature ranges required by the paint product
manufacturer.
B.
Do not apply exterior coatings during rain or snow, or when relative humidity is outside the humidity ranges required by the paint
product manufacturer.
C.
Minimum Application Temperatures for Latex Paints: 45 degrees F for interiors; 50 degrees F for exterior, unless required
otherwise by manufacturer's instructions.
D.
Minimum Application Temperature for Varnish Finishes: 65 degrees F for interior or exterior, unless required otherwise by
manufacturer's instructions.
E.
Provide lighting level of 80 ft candles measured mid -height at substrate surface.
1.11
EXTRA MATERIALS
A.
Furnish under provisions of Section 01700.
B.
Provide 1 gallon of each color, type, and surface texture to Owner.
C.
Label each container with color, type, texture, room locations, and date in addition to the manufacturer's label.
PART
PRODUCTS
2.01
MANUFACTURERS
A.
Manufacturers - Paint
1. Kelly Moore.
2. Glidden.
3. Sherwin Williams.
B.
Manufacturers - Transparent Finishes
1. Kelly Moore.
2. Glidden.
3. Sherwin Williams.
C.
Manufacturers - Stain
1. Kelly Moore.
2. Glidden
3. Sherwin Williams.
D.
Manufacturers - Primer Sealers
1. Kelly Moore.
2. Glidden.
3. Sherwin Williams.
E.
Manufacturers - Concrete Masonry /Brick Veneer Sealers
1. Kelly Moore.
2. Glidden
3. Sherwin Williams.
F.
Substitutions: Under provisions of Section 01600.
PAINTING SECTION 09900 - 2
I
2.02 MATERIALS
r'
A.
Coatings: Ready mixed, except field caaalyied coatings. Process pigments to a soft paste c onsisteny, capable ofbeing readily and
uniformly dispersed to a homogeneous coating; good flow and brushing properties; capable of drying or curing free of streaks or
�..,
B.
Accessory Materials: Linseed oil, shellac, turpentine, paint thinners and other materials not specifically indicated but required to
achieve the finishes specified, of commercial quality.
C.
Patching Materials: latex filler.
r"
D.
Fastener Head Cover Materials: Latex filler.
`
2.03 FINISHES
r.
A.
Refer to schedule at end of section for surface finish and color schedule.
i
PART 3
EXECUTION
3.01 EXAMINATION
t~
A.
Verify site conditions under provisions of Section 01039.
B.
Verify that surfaces and/or substrate conditions are ready to recrive work as instructed by the product manufacturer.
C.
Examine surfaces sdieduled to be finished pnorto commencemen t ofwock. Report any condition that may potentially affeetproper
application.
D.
Test shop applied primer for compatibility with subsequent cover materials.
r
E.
Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture content of surfaces
are below the following maximums:
I. Plaster and Gypsum Wallboard: 12 percent.
r
2. Masonry, Concrete, and Concrete Unit Masonry: 12 percent.
j
3. Interior Wood: 15 percent, measured in accordance with ASTM D2016.
4. Custom Casework: 15 percent, measured in accordance with ASTM D2016.
5. Finish Carpentry: 15 percent, measured in accordance with ASTM D2016.
6. Exterior Wood: 15 percent, measured in accordance with ASTM D2016.
r7.
Concrete Floors: 8 percent.
3.02 PREPARATION
A.
Remove electrical plates, all hardware, light fixture trim, escutcheons, and fittings prior to preparing surfaces or finishing.
B.
Correct defects and clean surfaces which affect work of this section. Remove existing coatings that exhibit loose surface defects.
C.
Seal with shellac and seal marks which may bleed through surface finishes.
Flo
D.
Impervious Surfaces: Remove mildew by scrubbing with solution oftri-sodium phosphate and bleach. Rinse with clean water and
allow surface to dry.
E.
Aluminum Surfaces Scheduled for Paint Finish Remove surface contaminationbysteam orhighpressurewater. Removeoxidation
with acid etch and solvent washin& Apply etching pier immediately following cleaning.
F.
Galvanized Surfaces: Remove surface contamination and oils and wash with solvent. Apply coat of etching primer.
G.
Uncoated Steel and Iron Surfaces: Remove grease, mill scale, weld splatter, dirt, and rust. Where heavy coatings of scale are
evident, remove by hand wire brushing or sandblasting•, clean by washing with solvent Apply a treatment of phosphoric acid
solution, ensuring weld joints, bolts, and nuts are similarly cleaned Spot prime paint after repairs.
r
H.
Shop Primed Steel Surfaces: Sand and scrape to move loose primer and rust. Feather edges to make touch-up patches
j
inconspicuous Clean surfaces with solvent. Prime bare steel surfaces. Prime metal items including shop primed items.
L
Casework Interiors Scheduled to Receive Paint Finish: Same as exterior.
J.
Exterior Wood Scheduled to Receive Paint Finish: Remove dust, grit, and foreign matter. Seal knots, pitch streaks, and sappy
section. Fill nail holes with tinted exterior caulking compound after prime coat has been applied.
K
Exterior Wood Scheduled to Receive Transparent Finish: Remove dust, grit, and foreign matter, seal knots, pitch streaks, and sappy
section with sealer. Fill nail holes with tinted exterior caulking compound after sealer has been applied
'
L
Wood Timber Members: Prior to finishing, wash surfaces with solvent, remove grease and dirt
v+ PAINTING SECTION 09900 - 3
AA.
Wood and Metal Doors Scheduled for Painting: Seal top and bottom edges with primer.
3.03
APPLICATION
A.
Apply products in accordance with manufacturers instructions. —
B.
Do not apply finishes to surfaces that are not dry.
C.
Apply each coat to uniform finish —
D.
Apply each coat of paint slightly darker than preceding coat unless otherwise approved
E.
Sand wood and metal lightly between coats to achieve required finish
F.
Vacuum clean surfaces five of loose particles. Use tack cloth just prior to applying next coat
G.
Allow applied coat to dry before next coat is applied
H.
Where clear finishes are required,, tint fillers to match wood Work fillers into the grain before seL Wipe excess from surface.
I.
Prime concealed surfaces of interior and exterior woodwork with primer paint
J.
Prime concealed surfaces of interior woodwork scheduled to receive stain or varnish finish with gloss varnish reduced 25 percent
with mineral spirits.
3.04
FIELD
QUALITY CONTROL
A.
Field inspection and testing will be performed under provisions of Section 01400.
B.
Test questionable coated areas in accordance with ASTM guidelines.
3.05
CLEANING
A.
Clean work under provisions of 01700.
B.
Collect waste material which may constitute a fire hazard, place in closed metal containers and remove daily from site.
3.06
SCHEDULE - SHOP PRIMED ITEMS FOR SITE FINISHING
A
Steel Doors; Section - 08111: Exposed surfaces.
B.
Steel Frames; Section - 08112; Exposed surfaces.
3.07
SCHEDULE - EXTERIOR SURFACES (when applicable)
A
Wood - Painted (Opaque):
1. One coat of alkyd exterior primer equal to Kelly Moore (KM) #220 Exterior Primer.
2. Two coats of latex semi -gloss enamel equal to KM #1250 Acry-Lustre Acrylic Semi -Gloss Finish
B.
Wood - Transparent:
1. Two coats of semi4ansparent stain equal to KM #1280 Kel-Tone Semi4ansparent Stain
C.
Wood Timber Members:
1. One coat of semi -transparent stain equal to KM # 1285-666 Acrylic Stain Base. ^-
2. Two coats of gloss varnish equal to KM # 18 Rhino Spar Varnish
D.
Textured Gypsum Board Soffits:
1. One coat of latex primer sealer equal to KM #970 Acry-Plex Hi -Bide Vinyl Wall Sealer. _
2. Two coats of satin latex paint equal to KM #1610 Satin Sheen Latex Wall & Trim Finish
E.
Steel - Unprimed:
1. One coat of alkyd primer equal to KM 91710 Kel-Ouard Zinc Chromate Red Oxide Primer.
2. Two coats of alkyd gloss enamel equal to KM #1700 Kel-Guard Rust Inhibitive Enamel
F.
Steel - Shop Primed:
1. Touch-up with zinc chromate primer equal to KM # 1710 Kel-Guard Zinc Chromate Red Oxide Primer.
2. Two coats of alkyd gloss enamel equal to KM #1700 Kel-Guard Rust Inhibitive Enamel _
G.
Steel - Exposed to View:
I. Touch-up with zinc chromate primer equal to KM 91710 Kel4uard Chromate Red Oxide Primer.
2. Two coats of alkyd gloss enamel equal to KM #1700 Kel-Guard Rust Inhibitive Exterior Enamel
PAINTING SECTION 09900 - 4
H. Steel- Galvanized:
1. One mat galvanize primer equal to KM # 1722 Kel4kiard Galvanized Iron Primer.
2. Two mats of alkyd gloss enamel equal to KM # 1700 Kel Guard Rust Inhibitive Enamel.
I. Munrinum - Mill Finish:
1. One mat etching primer.
2. Two mats of alkyd gloss enamel equal to KM # 1700 Kel-Guard Rust Inhibitive Enamel.
END OF SECTION
PAINTING SECTION 09900 - 5