HomeMy WebLinkAboutResolution - 6420 - Contract - Lubbock Building Service Inc.- Business Center Mezzanine Renovation - 06_24_1999Resolution No. 6420
June 24, 1999
Item No. 43
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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 to install and
furnish all materials and services as bid for the Lubbock Business Center Mezzanine
Renovation, between the City of Lubbock and Lubbock Building Services, Inc., and
related documents. Said contract is attached hereto and incorporated in this resolution
as if fully set forth herein and shall be included in the minutes of the City Council.
Passed by the City Council this 24th day of _ June A , 1999.
Y SI O , MAYOR
A EST:
4�
a arnell
City retary
APPROVED AS TO CONTENT:
Victor Kilman, urchasing Manager
APPROVED AS TO FORM:
William de Haas
Competition and Contracts Manager/Attorney
rkb/ccdocs/LBC mezzanine renovation.res
June14,1999
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CITY OF LUBBOCK
SPECIFICATIONS FOR
LUBBOCK BUSINESS CENTER
MEZZANINE RENOVATION
BID #99119
CITY OF LUBBOCK
Lubbock, Texas
CITY OF LUBBOCK
INVITATION TO BID
FOR
TITLE: LUBBOCK BUSINESS CENTER MEZZANINE RENOVATION
ADDRESS: LUBBOCK, TEXAS
BID NUMBER: 99119
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PROJECT NUMBER: 9723.9211.30000
CONTRACT PREPARED BY: PURCHASING DEPARTMENT
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INDEX
NOTICE TO BIDDERS
GENERAL INSTRUCTIONS TO BIDDERS
BID SUBMITTAL - BID FOR LUMP SUM CONTRACTS
PAYMENT BOND
PERFORMANCE BOND
CERTIFICATE OF INSURANCE
CONTRACT
GENERAL CONDITIONS OF THE AGREEMENT
CURRENT WAGE DETERMINATIONS
SPECIFICATIONS
No Text
t NOTICE TO BIDDERS
BID #99119
Sealed bids addressed to Victor Kilman, Purchasing Manager, City of Lubbock, Texas, will be received in the
office o the Purchasing Manager, Municipal Building, 1625 13th Street, Room L-04, Lubbock, Texas, 79401, until 2:00
WC lock p.m. on the 9th day of June, 1999, 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:
"LUBBOCK BUSINESS CENTER MEZZANINE RENOVATION"
~' After the expiration of the time and date above first written, said sealed bids will be opened in the office of the
Purchasing Manager and publicly read aloud.
It is the sole responsibility of the bidder to insure that his bid is actually in the office of the Purchasing Manager for
r' the City of Lubbock, prior to the expiration of the date above first written.
1 The City of Lubbock will consider the bids on the 24th day of June. 1999, 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.
r" Said statutory bonds should be issued by a company carrying a current Best Rating of B or superior.
` 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
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
'i 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 2nd
day of June, at 10:00 o'clock a.m., in the Purchasing Conference Room-1_04, 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,
r Vernon's Ann. Civil St., and the requirements contained therein concerning the above wage scale and payment by the
contractor of the prevailing rates of wages as heretofore established by owner in said wage scale.
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
r' bid openings are available to all persons regardless of disability. If you would like bid information made available in 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.
CIT+-Y�- O—�F, LUBBOCK
VICTOR KIL AN
PURCHASING MANAGER
Bid documents may be obtained upon request from the Purchasing Department at 1625 13th Street,
Room L-04, Lubbock, Texas 79401; Telephone (806) 775-2167/Fax (806) 775-2164.
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GENERAL INSTRUCTIONS TO BIDDERS
SCOPE OF WORK
The contractor shall furnish all labor, superintendence, machinery, equipment and all materials necessary to
complete this project in accordance with contract documents for the LUBBOCK BUSINESS CENTER
MEZZANINE RENOVATION.
2. CONTRACT DOCUMENTS
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
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 of forfeiture of deposit. The contract documents, may be examined without charge as noted in the Notice
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
The construction covered by the contract documents shall be fully completed within 120 (ONE HUNDRED AND
TWENTY) consecutive calendar days from the date specified in the Notice to Proceed issued by the City of
Lubbock to the successful bidder.
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.
PAYMENT
All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the
contract documents.
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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.
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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).
Notwithstanding any provisions contained in the contractual agreement, the Contractor represents and warrants
fault -free performance and fault -free result in the processing date and date -related data (including, but not limited
to calculating, comparing and sequencing) of all hardware, software and firmware products delivered and services
provided under this Contract, individually or in combination, as the case may be from the effective date of this
Contract. Also, the Contractor warrants the year 2000 calculations will be recognized and accommodated and will
not, in any way, result in hardware, software or firmware failure. The City of Lubbock, at its sole option, may
require the Contractor, at any time, to demonstrate the procedures it intends to follow in order to comply with all
the obligations contained herein.
The obligations contained herein apply to products and services provided by the Contractor, its sub -contractor or
any third party involved in the creation or development of the products and services to be delivered to the City of
Lubbock under this Contract. Failure to comply with any of the obligations contained herein, may result in the City
of Lubbock availing itself of any of its rights under the law and under this Contract including, but not limited to, its
right pertaining to termination or default.
The warranties contained herein are separate and discrete from any other warranties specified in this Contract, -�
and are not subject to any disclaimer of warranty, implied or expressed, or limitation to the Contractor's liability
which may be specified in this Contract, its appendices, its schedules, its annexes or any document incorporated
in this Contract by reference.
10. PLANS FOR THE CONTRACTOR
The contractor will be furnished one set 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.
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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 sworn 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.
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 furnish Contractor the
location of all such underground lines and utilities of which it has knowledge. However, such fact shall not relieve
the Contractor of his responsibilities aforementioned. All such underground lines or structures cut or damaged by
Contractor during the prosecution of the work contemplated by this contract shall be repaired immediately by
Contractor to the satisfaction of the City of Lubbock, Texas, at Contractor's expense.
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
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
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.
r In all cases where explosives are to be used during the construction of the project contemplated by this contract, it
G 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
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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 "
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
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 coverage's shall be submitted prior to contract execution.
The insurance certificates furnished shall name the City as an additional insured, or in the alternative,
shall be accompanied by a statement from the Contractor to the effect that no work on this particular
project shall be subcontracted. 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.
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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 (less 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. 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 retumed to the
I 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
p 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.
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) Insurance Certificates.
0) 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: 1625 13th, Room L-04
DATE: June 9, 1999
PROJECT NUMBER: #99119 - LUBBOCK BUSINESS CENTER MEZZANINE RENOVATION
Bid of Lubbock Building Services,- Inc. (hereinafter called Bidder)
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 Lubbock Business Center
Mezzanine Renovation
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, 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.
MATERIALS: / �1 (•I Get % u,.,,c/t �%e Gti- %1, �jo,.�.- ($
SERVICES:
TOTAL BASE BID: Si e E 7 w e-= c %li 4. Z 1A r l�l $ 6 %. % 3 2� )
o, ALTERNATE #1: Frame types WD1, WD2 and WD3 changed to Frame Type WD5.
i MATERIALS: TLVy uv3,�J 74- L�
0 0�
SERVICES: ti!-•% c-� ($ < Z )
TOTAL ALTERNATE #1:(DEDUCT)rc�($
ALTERNATE #2: Delete all work for the aluminum storefront frames marked A and B as part of the Base Bid.
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MATERIALS: %li •-t %lid,. , cs Tl� . e �. a�crn %+ro ¢i` ($ 3� 3 yZ )
SERVICES: Ci n, c. Rt..t. ,,c; T,r,. L
day
TOTAL ALTERNATE #2: (DEDUCT) A. 4.-d 3�-f!., tom...,_. ($ �� % 7 % )
hall shown in both words an case of discrepancy, the amount shown in words all govern.)
L (Amounts be d numerals. In c s d crep y, rd shall g )
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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 120 (ONE HUNDRED AND TWENTY)
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 $500 (FIVE HUNDRED DOLLARS) for each
consecutive calendar day in excess of the time set forth hereinabove for completion of this project, all as more fully set
forth in the general conditions of the contract documents.
Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with
instruction number 21 of the General Instructions to Bidders.
Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the
bidding. ,
The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days
after the scheduled closing time for receiving bids.
The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the
plans, specifications and contract documents pertaining to the work covered by this bid, and he further agrees to
commence work on or before the date specified in the written notice to proceed, and to substantially complete the work on
which he has bid; as provided in the contract documents.
Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check or
certified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable
without recourse to the order of the City of Lubbock in an amount not less than five percent (5%) of the total amount of the
bid submitted as a guarantee that bidder will enter into a contract, obtain all required insurance policies, and execute all
necessary bonds (if required) within (ten) 10 days after notice of award of the contract to him.
Enclosed with this bid is a Cashier's Check or Certified Check for
Dollars ($ ) or a Bid Bond In the sum of Five Percent Dollars
($ 5% J, which it is agreed shall be collected and retained by the Owner as liquidated damages in the
event the bid is accepted by the Owner and the undersigned fails to execute the necessary contract documents,
insurance certificates, 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 shall be bound and include all contract
documents made available to him for his inspection in accordance with the Notice to Bidders.
lerr4 Smith
rinted br Typed Name)
Lubbock Building Services, Inc.
Company
14302 S. Slide, Suite B
Address
Lubbock Lubbock
City, County
Texas , 79424
State Zip Code
Telephone:' 806 - 798-7005
Fax: 806 - 798-8256
(Seal if Bidder is a Corporation)
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Secr }
rBidder acknowledges receipt of the following addenda:
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Addenda No. Date________
r Addenda No. Date
Addenda No. Date_________
Addenda No. Date
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CITY OF LUBBOCK
INSURANCE REQUIREMENT AFFIDAVIT
To Be Completed by Bidder
And Attached to Bid Submittal
I, the undersigned Bidder, certify that the insurance requirements contained in this bid document have been
reviewed by me with the below identified Insurance Agent/Broker. If I am awarded this contract by the City of
Lubbock, I will be able to, within ten (10) days after being notified of such award by the City of Lubbock,
furnish a valid insurance certificate to the City meeting all of the requirements defined in this bid/proposal.
Jerry Smith
tra or (Signature) Contractor (Print)
CONTRACTOR'S NAME: Lubbock Building Services, Inc.
(Print or Type )
CONTRACTOR'S ADDRESS: 14302 S. Slide, suite B
Lubbock, TX 79424
Name of Agent/Broker: Butler -Carson Insurance
Address of Agent/Broker: 4504 82nd, suite 10
City/State/Zip:
Lubbock, TX 79424
Agent/Broker Telephone Number: (
Date: June 9, 1999
806 )798-7979
NOTE TO CONTRACTOR
If the time requirement specified above is not met, the City has the right to reject this bid/proposal and
award the contract to another contractor. If you have any questions concerning these requirements,
please contact the Purchasing Manager for the City of Lubbock at (806) 775-2165.
BID #99119 - LUBBOCK BUSINESS CENTER MEZZANINE RENOVATION
5
r
Bond # 513956
>f�'A-��IINDLMNITY CORPORATION
(a Stock Company, organized under the laws of Wisconsin)
BID BOND
KNOW ALL MEN BY THESE PRESENTS,
That we, Lubbock Building Services, Inc.
(hereinafter called
the "Principal"), as Principal, and the Capitol Indemnity Corporation of Madison, Wisconsin a corporation duly
organized under the laws of the State of Wisconsin (hereinafter called the "Surety"), as Surety,
are held and firmly bound unto City of Lubbock
(hereinafter called the "Obligee"), in
the sum of FIVE PERCENT OF AMOUNT BID BY PRINCIPAL ------- Dollars ($ 5% of B i d ),
for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind
ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these
presents.
r• WHEREAS, the Principal has submitted a bid for
i
Lubbock Business Center Mezzanine
Renovation Bid # 99119
NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a
Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may
be specified in the bidding or Contract documents with good and sufficient surety for the faithful
performance of such Contract and for the prompt payment of labor and material furnished in the prosecution
r^ - -- _-•+ �. r{i'nntrant And nwe such bond or bonds,
6.
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WrAWINDEMNITY CORPORATION
4610 UNIVERSITY AVENUE, SUITE 1400, MADISON, WISCONSIN 53705-0900
PLEASE ADDRESS REPLY TO P.O. BOX 5900, MADISON, WI 53705-0900
PHONE (608) 231-4450 • FAX (608) 231-2029
POWER OF ATTORNEY
No: 513956
Know all 'men by these Presents, That the CAPITOL INDEMNITYCORPORATION, a corporation
of the State of Wisconsrrt, having'its principal offices in.the G(ty; of Madison, Wisconsrn, does make, constitute and appoint
,:.
------ STACI I -'GROSS, LAURA A. ESPINOZA, `SIEVE DEAL OR DONAL BOLEY
its true and lawful Attorney
and deed, any and all bon(
of suretyship executed and
This Power of Attorn
Resolution adopted. -by the
Held on the 5th day of May
"RESOLVED, that the Pre
l
I
tie power and autl
writings obligatory
the powers; and di
In -fact; to make, .execute, seal and de
yrtdertakings and coi tracts of suretysht
n'is authority shall frxceed in..amount the
o -NOT TO EXCEED $4,000,00
is granted and is signed and sealed by
,ard of Directors of CAPITOL INDEMN
i'o:
int, and Vice-President,.the; Secretary or.Treasure
nt by a Power of Attorney for the purposes onli
,of, one or more resident vice-presidents, .assist
offices to the business of this company, the"sigi
Or for and on its behalf,: as surety, and as its act
,provided that na'bond Or undertaking or contract
um. o:f
00
icsimile under and by the authority of the following
rY,CORPORATION at a meeting duly.called and
to any such.power of attorney or to any certificate refating;thereto:'by facsirrlile, and any such power:otattorney
signatures or facsimile seal shall be valid and binding upon the -Company, and any such power so executed and
facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaki
nature thereof to which it is attached. Any such appointment:may be revolted, for cause, or without cause, by any of
IN WITNESS'WHEREOF, the.CAPITOL INDEMNITY CORPORATION has caused tl'
lts officer undersigned and its Corporate seal to be hereto affixed duly attested by its Secre#al
CAPITOL IfVDEMhIh
On the 1 st day of June, A,,D,. i993, befo€e
sworn; did depose and say that: he resides in
CAPITOL INDEMNITY CORPORATION; the col
he knows the seal,;of the said corporation; that' l
. affixed by order of the Board of Qirectors of said c
me personany came v.
the County of Dane,;:
to said
that he
e(s)-in-fact, each appointee to have
;eal of the Company may be affixed
or certificat6 tearing such facsimile
certified by facsimile signatures and
rig or other writing obligatory in the
said officers; at any time".
ese.presents to be signed by
y, th;s 1st day of June 1993.
Y CORPORATION
to me known,.whc being by me duly
cousin,. that he is the President of
xecuted the above instrument; that
such corporate seal; that it -.Was so
me thereto.by.Uke:order*,
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PAYMENT,BND
d
:
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film
..
80N0 CHECK
BEST RATING
LICENSED IN TEXAS
DATE
BY
�I
i Bond # 746442
STATUTORY PAYMENT BOND'PURSUANT TO CHAPTER 2253
OF THE, TEXAS GOVERNMENT CODE
(PUBLIC WORKS) -
(Penalty of this Bond must,be 100% o-f Contract Amount)
KNOW ALL MEN BY THESE PRESENTS That 'Lubbock Building Services, Inc.-
.
r(hereinafter called the Principal), 'as Principal, and,;,Capitol Indemity Corporation
(hereinafter called the Surety), as Surety, -are held and firmly bound unto
City of Lubbock
r' (hereinafter called the Obligee), in the amount of
- SIXTY NINE THOUSAND SEVEN HUNDRED THIRTY-FOUR DOLLARS AND NO/100----
DOLLAR ($ . 69,734.00 )
for the payaent whereof -the said Principal and Surety bind themselves and their -heirs,
administrators, executors, successors and -assign's'; jointly and severally, firmly by
these presents.
WHEREAS, the Principal has entered into a certain 'wr it t e'n ee contract with the Obligee,
_ S
r dated the _ 24th _- day -of June 19 99 to -
Lubbock Business Center..Mezzanine Renovation
which contract is -hereby referred to and trade a -part hereof a_s fully and to the same
extent as if copied at length herein. 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
t otherwise to remain in full force and effect.
PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of
Chapter 2253 of the Texas Covernment Code and all liabilities on this bond shall be
determined in accordance with the provisions, conditions and limitations of said
r" Chapter to the same extent as if it were copied- at length herein.
IN WITNESS WHEREOF, the said Principal and Surety have signed this instrument this
28th day of • June 19.99•'
• (Principal)
sy
(Surety)
JY72By
taci Gross Attorney -lit -Fact
F
i
d d' any acid 6
.o Su f r execute
.;:.
This Power of
Vq*Ae INDEMNITY CORPORATION
4610 UNIVERSITY AVENUE, SUITE 1400, MADISON, WISCONSIN 53705-0900
PLEASE ADDRESS REPLY TO P.O. BOX 5900, MADISON, WI 53705-0900
PHONE (608) 231-4450 - FAX (608) 231-2029
ey is granted and
13oard of Directo
n Jp Appo[Ot:: by. -a Power of Afto(ppy:�:t or�
..; I
atute or more resideht:iftip
jarlo -4 . uOh"tiffices to the busir . ws§.. of:thl
ney or q py"." bertificate, relating .1 thereto :,a
1I'ShA:b6 Valid and binding u on ft, ol
d and binding upon the Company in the
attached. Anyah_#ppointmenI...ayPq:.!
1HEREOR-the ...CAPITOL-INDEM
��.a�a�:eta.
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—+■ --mum*.
ram►
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PERFORMANCE MANGE BOND
�
—
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OM
a
i'
BOND CHECK r
BESTRATING
LICENSE I TE)(AS
DATE
STATUTORY PERFORt•{AHCEx BOND PURSUANT TO CHAPTER 2253 Bond # 746442
OF- _THE TEXAS _GOYERNMEHT_CODE -_
(PUBLIC WORKS)
(penalty of this Bond must be 1007. of Contract Amount)
KNOW ALL MEN BY THESE PRESENTS, That Lubbock Building Services, Inc.
(hereinaf ter called the Principal), as Principal, and Capitol Indemnity Corporation
(hereinafter, called the Surety), as Surety, are held and firmly bound unto
City of Lubbock ;
(hereinafter called the Obligee), in the amount of
SIXTYNINE THOUSAND SEVEN HUNDRED THIRTY .FOUR DOLLARS AND NO/1U0----
DOLLAR ($- 69,734.00
_ 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.
WHEREAS, the Principal. has entered- into -a certain written contract cith the Oblis
dated the 24th d2Y'ofJune , 19 99 to
" Lubbock Business Center Mezzanine Renovation
whi'th contract is hereby referred to and made ` part hereof as fully and to the sa_e
extent as if copied at length -herein. -
H01-1, THEREFORE, THE CON DITION OF THIS OBLIGATION 1S.SUCH, that if the said P
rri: c
shall -faithfully pefr` othe work in accordance with the plats-, specifications a—_2
cc;�tr act documents, then this obligation shall be void, otherwise to remain ir, f: it
�` and effect. .
• PROVIDED, HOWEVLER, that this bond is executed pursuant to the p-r_ovi.s_ions o=
Chaoter 2253 of the Texas Covern=ant Code and all liabilities oc,.tlis bond -shall ce
dete^ined in accordance with the provisions, conditions and 1-stations of 'snit
Chapter to the same exte-nt as if it were copied at length here --
IN WITNESS WrcP,EOF, the said Principal and Surety have signed this instr=ect t
28th day of June 19 99
(pr?cc:
B
B
Staci Gross Actornry-��
No Text
Annon
DATE (MMIDDIYY�
06/30/1999
oouceR`(806)798-7979 FAX (806)798-7888
iutler-Carson Insurance Agency
4505 82nd St, Suite 10
Il7bbock, TX 79424
i.
Attn: Ext:
7URED
Lubbock Building Services, Inc.
C P.O. Box 65600-194
Lubbock, TX 79464
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
COMPANIES AFFORDING COVERAGE
COMPANY Maryland Casul�aty Company
A
COMPANY Mary T
and Insurance Company
B
COMPANY Sierra Insurance Co. of Texas -
C
COMPANY
D
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
_ _ __..... ...,..... ., ...,..__....., .... ,., ..... _................. ... _...,. .,.......,..... .....
,.... _.. ...............
j POLICY EFFECTIVE POLICY EXPIRATION
R TYPE OF INSURANCE POLICY NUMBER DAB (MWODIYY) DATE (MMIDDIYY) LIMITS
GENERAL LIABILITY
i GENERAL AGGREGATE S
... __........... .. ._......_-- -..._r
1, 000 , 000
.� X COMMERCIAL GENERAL LIABILITY
PRODUCTS - COMPIOP AGG ' S
11000,000
CLAIMS MADE X OCCUR
_w
i PERSONAL &i ADV INJURY S......__1•OOO_
09/03/1998 09/03/1999 _ .__.____..
, OOO
.__EPA32131667 .....____
OWNER'S 8 CONTRACTORS PROT .
EACH OCCURRENCE ° S
..... _..,. .,,-.1....... ........ ...
OO
1O,000
........... r ., .. ._........_........
FIRE DAMAGE (Arty one Are) S
_..
500,000
MED EXP (Any one person) S
51000
AUTOMOBILE LIABILITY
COMBINED SINGLE LIMIT S
' ANY AUTO
_ _ __......_
_ 500,000
ALL OWNED AUTOS
BODILY INJURY
SCHEDULED AUTOS
WAA22761986
(Per P--)
09/03/1998 09/03/1999 ....... .......
-_ .. .
X •HIRED AUTOS
BODILY INJURY
s
.., X NON -OWNED AUTOS
(Per accident)
PROPERTY DAMAGE S
GARAGE LIABILITY
AUTO ONLY - EA ACCIDENT S
~ ANY AUTO
..
OTHER THAN AUTO ONLY, .=z'-
EACH ACCIDENT S
AGGREGATE S
EXCESS LIABILITY EACH OCCURRENCE $
- ... _ ..._....... .. __ .._ . ................
UMBRELLA FORM AGGREGATE S
OTHER THAN UMBRELLA FORM S
WC WORKERS COMPENSATION AND TO YIIMITS. l„ OTH-��-Tr
EMPLOYERS' LIABILITY
-- 11056068C 09/29/1998 09/29/1999 EL EACH ACCIDENT S. 500,000
THEPROPRIETORI INCL EL DISEASE POLICYUMIT S 500,000
I PARTNERSIEXECUTIVE -
OFFICERS ARE: EXCL EL DISEASE - EA EMPLOYEE S 500,000
OTHER
ESCRIPTION OF OPERATIONWLOCATIONSIVEWCLESJSPECIAL ITEMS
.Jditional Insured and Waiver of Subrogation on'the General Liability and Waiver of
>ubrogation on the Workers' Compensation in favor of the Certificate Holder as pertains to their
iterest in job of Lubbock Business Center Mezzanine Renovation.
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL
10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,
City Of Lubbock BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY
P . 0. Box 2000 OF ANY KIND UPON TH OMP Y, I OR REPRESENTATIVES.
Lubbock, TX 79408 AUTHORIZED REPRES ATlVE/;
Sohn Carson r
AG�
* i1TTI
/4COR,TM
p//17RA
4 )DUCER (806) 798-7979 FAX (806) 798-7888
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
Butler -Carson Insurance Agency
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
WS 82nd St, Suite 10
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
bbock, TX 79424
COMPANIES AFFORDING COVERAGE
COMPANY Maryl and Casual ty Company
Ext:
PIED City of Lubbock
A
COMPANY
B
P.O. Box 65600-194
Lubbock, TX 79464
COMPANY
C
I COMPANY
D
'.• s�' ���..
Te k`' t' ''
" ':r3t'.�..�la�:'av l�#wuexf1,y.yte.,Uw%4+�AbYa+s�tiwfi G"a'.3+MEV�i:"o�":Ja�A13eC'k`.�"iVwr'b.>�
s� w,_.... ,. «...vastifiiR+'•r.Y'=£i61Vi4"isvi.. b..s�.e=adr.Rd^ ..<.r'7F'#vsi1'+i`�..aw'�,.z4..iiki,.xu[•.
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
4. !
POLICY EFFECTIVE :POLICY EXPIRATION' LIMITS
DATE (MMIOWM j DATE (MMIDONY)
GENERAL LIABILITY
GENERAL AGGREGATE S SOO,000
COMMERCIAL GENERAL LIABILITY
.... ........_...... _...... _ ....... ......_ ._._.......... ....
! PRODUCTS •COMP/OP AGG S
CLAIMS MADE X OCCUR !
IM - CON98703599
I PERSONAL & ADV INJURY S
; 07/01/1999 07/01/2000 ..... ..... _ .._... _ ... _ :..... _ ......................... .......... ....... ..
X OWNER'S & CONTRACTOR'S PROT
EACH OCCURRENCE S 500, 000
FIRE DAMAGE (Any one fire) S
MED EXP (Any one person) $
AUTOMOBILE LIABILITY
COMBINED SINGLE LIMIT $
ANY AUTO
ALL OWNED AUTOS
fj
BODILY INJURY S
1. SCHEDULED AUTOS
(Per person)
.,. ....... ......... .,,......._ _. .............
HIRED AUTOS
BODILY INJURY
s
NON -OWNED AUTOS
I (P er accident)
i
..........._ .__....._.__......_ _.__...... __ .
' PROPERTY DAMAGE S
GARAGE LIABILITY
ANY AUTO
AUTO ONLY EA ACCIDENT S
OTHER THAN AUTO ONLY 77
_ _ _.__.... .. _._ .
EACH ACCIDENTS
AGGREGATE S
EXCESS LIABILITY
EACH OCCURRENCE S
............. ._..._............._.__._....._..._.__.........._........... ...._ .........._-...
UMBRELLA FORM
AGGREGATE i
OTHER THAN UMBRELLA FORM
S
WORKERS COMPENSATION AND
F
i TORY LIMITS ... ER pry x r�
.. ,"Yc +;,
EMPLOYERS' LIABILITY
EL EACH ACCIDENT ;_S
THE PROPRIETOR/ - j INCL
i EL DISEASE - POLICY LIMR S
PARTNERSIEXECUTIVE_.
..................__........_._._._..._...._..__._...-........_..._.._.._........._....._................_.
OFFICERS ARE: iEXCL
EL DISEASE - EA EMPLOYEE S
j' OTHER
SCRIPnON OF OPERATIONS/LOCATIONSNEHICLESISPECWL ITEMS
lob: Lubbock Business Center Mezannine
r'
CERTIFICATE HOLDER t +�
�» r
CEE�I4TIO
,�•>�,.�..�:��:>�J.>s,.:-.���..�..:'.
f
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
l
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL
—
10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,
Lubbock Building Services, Inc.
P. 0. BOX 65600-194
BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY
OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES.
AUTHORIZED REP ENTATIVE
Lubbock, TX 79464
John Carso
r
I
F
CONTRACTOR CHECKLIST
FA 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
L
(3) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage
d•- 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;
r
(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;
I (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
1 commission rules. This notice must be printed in at least 19 point normal type, and shall be in both
1 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:
r..
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
e^ 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
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 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 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 this
rule;
(D) 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;
(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
(ii) 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;
(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 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
(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.
7
No Text
FCONTRACT
STATE OF TEXAS
COUNTY OF LUBBOCK
THIS AGREEMENT, made and entered into this 24t' day of June,1999 by and between the City of Lubbock,
County of Lubbock, State of Texas, acting by and through the Mayor, City of Lubbock, thereunto authorized to do so,
hereinafter referred to as OWNER, and Lubbock Building Services. Inc. of the City of Lubbock, County of Lubbock
and the State of Texas hereinafter termed CONTRACTOR.
WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and
performed by the OWNER and under the conditions expressed in the bond bearing even date herewith (if any) the
CONTRACTOR hereby agrees with OWNER to commence and complete the construction of certain improvements
'' described as follows:
BID #99119 - LUBBOCK BUSINESS CENTER MEZZANINE RENOVATION - $69,734.00
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 furnish 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 Agreement.
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 agreement in Lubbock, Lubbock County,
Texas in the vear and day first above written.
A
�. AP ROVED AS TO CONTENT:
esent tive
APPROVED AS TO FORM:
City Attorney
ATTEST:
rCor rate Secretary
r
CONTRACTOR:
LUB K BUI 4G"SE:RV4CES, INC.
By:
PRI TED NAME: -� ��, �•-► 1G�
TITLE: /1 �,ei c 0 "—
COMPLETE ADDRESS:
Lubbock Building Services, Inc.
14302 S. Slide, Suite B
Lubbock, Texas 79424
r
No Text
I
F1. OWNER
7
7
F
GENERAL CONDITIONS OF THE AGREEMENT
Whenever the word Owner, or First Party, are used in this contract, it shall be understood as referring to the City
of Lubbock, Texas.
2. CONTRACTOR
Whenever the word Contractor, or Second Party, is used, it shall be understood to mean the person, persons, co-
partnership or corporation, to wit LUBBOCK BUILDING SERVICES. INC who has agreed to perform the work
embraced in this contract, or their legal representative.
3. OWNER'S REPRESENTATIVE
Whenever the word Owner's Representative or representative is used in this contract, it shall be understood as
referring to, City of Lubbock, or its representative GARY SMITH, FACILITIES MANAGER, so designated who will
inspect constructions; or to such other representatives, supervisors, architects, engineers, or inspectors as may
be authorized by said Owner to act in any particular under this agreement. Engineers, supervisors 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
The contract's documents shall consist of the Notice to Bidders, General Instructions to Bidders, Bid, Signed
Agreement, Statutory Bonds (if required), General Conditions of the Agreement, Special Conditions of the
Agreement (if any), Specifications, Plans, Insurance Certificate, and all other documents made available to Bidder
for inspection in accordance with the Notice to Bidders. The above described materials are sometimes referred to
herein as the "contract" or "contract documents".
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 Owner's
Representative.
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.
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 the party who gives the notice.
8. CONTRACTOR'S RESPONSIBILITIES
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 copies of all Plans and Specifications without expense to Contractor and
Contractor 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 or quality of the
executed work and to determine, in general, if the work is proceeding in accordance with the contract documents.
Owner's Representative will not be required to make exhaustive or continuous onsite inspections to check the
quality or quantity of the work, nor will Owner's Representative be responsible for the construction means,
methods, techniques, sequences or procedures, or the safety precautions incident thereto. Notwithstanding the
Owner's Representative's rights of entry hereunder, the Owner's Representative will not be responsible for the
Contractor's failure to perform the work in accordance with the Contract Documents.
13. LINES AND GRADES
All lines and grades shall be furnished by the Owner's Representative whenever Owner's Representative deems
said lines and grades are 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 its 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 Contractor, its Subcontractors, or its 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 Agreement that the Owner's
Representative has the authority to review all work included herein. The Owner's Representative has the authority
to stop the work whenever such stoppage may be necessary to insure the proper execution of the contract. The
Owner's Representative shall, in all cases, determine the amounts and quantities of the several kinds of work
which are to be paid for under the contract documents, and 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 decision of the Owner's Representative shall be
conclusive in the absence of written objection to same delivered to Owner's Representative within fifteen (15)
calendar days of any decision or direction by Owner's Representative. In the absence of timely written objection
by Contractor, as provided herein, any and all objection or objections shall be deemed waived.
SUPERINTENDENCE AND INSPECTION
It is agreed by the Contractor that the Owner's Representative shall be and is hereby authorized to appoint from
time to time such subordinate engineers, supervisors, or inspectors as the said Owner's Representative may
deem proper to inspect the materials furnished and the work done under this Agreement, 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
instructions of any subordinate engineers, supervisors or inspectors so appointed, when such directions and
instructions are consistent with the obligations of this Agreement 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 fifteen (15) calendar days make written appeal to the Owner's
Representative for its decision. In the absence of timely written objection by Contractor, as provided herein, any
and all objection or objections shall be deemed waived.
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 Owner's Representative. The superintendent shall represent the Contractor in its absence and all directions
given to superintendent shall be binding as if given to the Contractor. It is expressly agreed that 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 borne by the Contractor.
The Owner or Owner's Representatives shall not be responsible for the acts or omissions of the Contractor, or any
subcontractors, or any of Contractor's 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 itself 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 affect the work under the
contract documents. No oral agreement or conversation with any officer, agent, or employee of the Owner, or
�• Owner's Representative either before or after the execution of this contract, shall affect or modify any of the terms
or obligations herein contained. Subject to the rights of Owner as set forth in Paragraph 23 hereof, all
modifications and/or amendments to the contract documents, shall be in writing, and executed by Owner's
Representative and Contractor.
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Unless otherwise specified herein, all loss, expense or damage to 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
work, shall be sustained and borne by the Contractor at its own cost and expense. —
18. CHARACTER OF WORKERS
The Contractor agrees to employ only orderly and competent workers, skillful in the performance in the type of r
work required under this contract, to do the work; and agrees that whenever the Owner's Representative shall
inform Contractor in writing that any man or men on the work, are, in Owner's Representative's sole opinion,
incompetent, unfaithful, disorderly, or otherwise unacceptable to Owner or Owner's Representative, 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 consent or 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 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 such 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 such 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 Representative
has previously accepted the work through oversight or otherwise. If any such 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 such 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 borne by the Contractor unless otherwise provided herein. Any work which fails to meet the
requirements of any such tests, inspections or approvals, and any work which meets the requirements of any such
tests or approvals but does not meet the requirements of the contract documents shall be considered defective, _
and shall be corrected at the Contractor's expense.
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Neither observations by the Owner or Owner's Representative, nor inspections, tests, or approvals made by
Owner, Owner's Representative, or other persons authorized under the contract documents to make such
inspections, tests, or approvals shall relieve the Contractor from its obligation to perform the work in accordance
i with the requirements of the contract documents.
22. DEFECTS AND THEIR REMEDIES
It is expressly agreed that if the work or any part thereof, or any material brought on the site of the work for use in
the work or selected for the same, shall be deemed by the Owner or Owner's Representative as unsuitable or not
in conformity with plans, specifications and/or contract documents, the Contractor shall, after receipt of written
notice thereof from the Owner's Representative, forthwith remove such material and rebuild or otherwise remedy
such work so that it shall be in full accordance with the contract documents. It is further agreed that any remedial
action contemplated as hereinabove set forth shall be at Contractor's expense.
k . 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 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 Owner's 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 Contractor's 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 Owner's Representative
when presented with a written work order signed by the Owner's 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 lesser of the following: (1) actual field cost of the
extra work, plus fifteen (15%) percent; or (2) the amount that would have been charged
by a reasonable and prudent Contractor as a reasonable and necessary cost for
performance of the extra work.
r In the event said extra work be performed and paid for under Method (C)(1), then the provisions of this paragraph
l 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
k Benefits, Maintenance Bonds, Public Liability and Property Damage and Workers' Compensation and all other
insurances as may be required by law or ordinances or directed by the Owner or Owner's Representative, or by
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them agreed to. Owner's 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 Owner's Representative. The Owner's
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 Contractor for its 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 Contractor's 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 Owner's Representative. In case
any orders or instructions appear to the Contractor to involve extra work for which Contractor should receive
compensation or an adjustment in the construction time, Contractor shall prior to commencement of such extra --
work, make written request to the Owner's 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 Owner's 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)(1). If Contractor does not notify Owner's Representative prior to the commencement
any extra work, any claim for payment due to alleged extra work shall be deemed waived.
25. DISCREPANCIES AND OMISSIONS
It is further agreed that it is the intent of the contract documents 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 Owner's Representative. Notices of any discrepancies or omissions in
these plans, specifications, or contract documents, shall be given to the Owners' Representative and a
clarification obtained before the bids are received, and If no such notice is received by the Owner's
Representative prior to the opening of bids, then it shall be deemed that the Contractor fully understands
the work to be included and has provided sufficient sums in its bid to complete the work in accordance
with these plans and specifications. If Contractor does not notify Owner's Representative prior to bidding
of any discrepancies or omissions, then it shall be deemed for all purposes that the plans and
specifications are sufficient and adequate for completion of the project. It is further agreed that any
request for clarification must be submitted no later than five (5) calendar 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 Owner's 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 its force or equipment, or both, to such an extent as to give
reasonable assurance of compliance with the schedule of progress.
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27. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC AND GENERAL INDEMNITY
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
Construction" of Associated General Contractors of America, except where incompatible with federal, state or
municipal laws or regulations. The Contractor, its sureties and insurance carriers shall defend, indemnify and hold
harmless the Owner and all of its officers, agents and employees against any all losses, costs, damages,
expenses, liabilities, claims and/or causes of action, whether known or unknown, fixed, actual, accrued or
contingent, liquidated or unliquidated, including, but not limited to, attorneys' fees and expenses, in connection
with, incident to, related to, or arising out of, the Contractor's or any subcontractor's, agent's or employee's, in any
manner whatsoever, omission, execution and/or supervision of this contract, and the project which is the subject
matter of this contract.
The safety precautions taken shall be the sole responsibility of the Contractor, in its sole discretion as an
Independent Contractor; inclusion of this paragraph in the Agreement, 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 its duty and shall not be construed as any assumption of duty to
supervise safety precautions by either the Contractor or any of its subcontractors.
28. 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) calendar days in advance of cancellation or change.
All policies of insurance, required herein, including policies of insurance required to be provided by Contractor and
its subcontractors, shall contain a waiver of any and all of the insurer's or payor's, in the event of self-insurance,
rights to subrogation that any such insurer or payor, in the event of self-insurance, may acquire by virtue of
payment of any loss under such insurance or self-insurance. All certificates of insurance submitted to the City in
conformity with the provisions hereof shall establish such waiver..
The Contractor shall procure and carry at its 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 prior to contract execution.
The Insurance certificates furnished shall name the City as an additional Insured, or In the alternative,
shall be accompanied by a statement from the Contractor to the effect that no work on this particular
project shall be subcontracted. 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. General Liability Insurance
The contractor shall have Comprehensive General Liability Insurance with limits of $500,000.00 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
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, $500,000.00 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, $500,000.00 Combined Single Limit,
to include all owned and nonowned cars including: 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 Insurance/Installation Floater Insurance
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 $500,000.00.
1. Definitions:
Certificate of coverage ("certificate") - 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'slperson's work on the project has been completed and accepted by the governmental
entity.
Persons providing services on the project ("subcontractor" in Section 406.096, Texas Labor
Code) - 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 carriers, owner -
operators, employees of any such entity, or employees of any entity which furnishes persons to
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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 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.
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 Contractor's 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.
B. 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:
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(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;
(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 (a) - (g), 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 entities 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
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: c
(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 borne by
such certificate.
(4) The expiration date of the policy and the limit or limits of liability thereunder on the date borne 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.
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(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:
(i) a certificate of coverage, prior to that person beginning work on the project, so the
r governmental entity will have on file certificates of coverage showing coverage for
j all persons providing services on the project; and
(ii) 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 Texas Worker's Compensation Act or other
commission rules. This notice must be printed with a title in at least 30 point bold type
and text 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:
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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
Insurance. This includes persons providing, hauling, or delivering equipment or
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."
'Call the Texas Workers' Compensation Commission at 5121440-3789 to receive
Information of the legal requirements 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:
(i) 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;
(ii) 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 following language:
"By signing this contract or providing or causing to be
provided a certificate of coverage, the person signing this
contract Is representing to the governmental entity that all
employees of the person signing this contract who will
provide services on the project will be covered by workers'
compensation coverage for the duration of the project, that
the coverage will be based on proper reprinting 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.";
(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;
(vi) retain all required certificates of coverage on file for the duration of the project
and for one year thereafter;
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(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
Flo required by paragraphs (I)-(viii), with the certificate of coverage to be provided to
the person for whom they are providing services.
r- 29. DISABLED EMPLOYEES
` Contractors having more than fifteen (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
kk" individual in regard to job application procedures, the hiring, advancement, or discharge of employees, employee
E 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
Without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the
Contractor agrees that it will indemnify and save the Owner and all of its officers, agents and employees, harmless
against any and all claims, liabilities, losses, damages, expenses and causes of action arising out of, in any way,
manner or form, the demands of subcontractors, laborers, workmen, mechanics, materialmen and furnishers of
machinery and parts thereof, equipment, power tools, and supplies, incurred in the performance of this contract
and the project which is the subject matter 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.
l 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
unpaid, in addition to any statutory retainage rights it may have, 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.
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 agreement with the Patentee or owner thereof.
Without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, the
r Contractor shall defend all suits or claims for infringement of any patent or copyrights and shall indemnify and
save the Owner, and all of its officers, agents and employees 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, and all of its officers,
agents and employees harmless from any loss on account thereof. Notwithstanding anything herein to the
contrary, if the material or process specified or required by Owner and/or this contract is an infringement, the
Contractor shall be responsible for such loss unless it gives written notice of such infringement to the Owner's
Representative prior to bidding.
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32. LAWS AND ORDINANCES
The Contractor shall at all times observe and comply with all federal, state and local laws, ordinances and
regulations, which in any manner affect the contract or the work, and without limiting, in any way, manner or form,
the indemnity provided by Contractor in paragraph 27 hereof, Contractor shall indemnify and save harmless the
Owner, and all of its officers, agents, and employees against any claims arising from the violation of any such
laws, ordinances, and regulations, whether by the Contractor, its employees, or subcontractors. If the Contractor
observes that the plans and specifications are at variance therewith, he shall notify the Owner's Representative in
writing prior to bidding and any necessary changes shall be adjusted as provided in the contract for changes in the
work. In the absence of timely written notification to Owner's Representative of such variance or variances within
said time, any objection and/or assertion that the plans and specifications are at variance with any federal, state or
local laws, ordinances or regulations shall be deemed waived. If the Contractor, its employees or subcontractors
perform any work contrary to such laws, ordinances, rules and regulations, and without such notice to the Owner's
Representative, Contractor 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. SUBCONTRACTING
The Contractor agrees that it will retain personal control and will give its personal attention to the fulfillment of this
contract. The Contractor further agrees that subletting of any portion or feature of the work, or materials required
in the performance of this contract, shall not relieve the Contractor from its full obligations to the Owner, as
provided by the contract documents.
L.
34. TIME FOR SUBSTANTIAL 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 documents, of work to be done hereunder are
essential conditions of this contract; and it is further mutually understood and agreed that the work embraced in
this contract shall be commenced as provided in the contract documents.
If the Contractor should neglect, fail, or refuse to substantially complete the work within the time herein specified,
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 $500 (FIVE 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 working day that the Contractor shall be in default after the time stipulated for substantially completing
the work.
It is expressly understood and agreed, by and between Contractor and the Owner, that the time for the substantial
completion of the work described herein is reasonable time for the completion of the same, taking into
consideration the average climatic range 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 the actual damages
the Owner would sustain in such event would be difficult and/or impossible to estimate, however, the amount
agreed upon herein is a reasonable forecast of the amount necessary to render just compensation to Owner, and
is expressly agreed to be not disproportionate to actual damages as measured at time of breach.
IT IS FURTHER AGREED AND UNDERSTOOD BETWEEN THE CONTRACTOR AND OWNER THAT TIME IS
OF THE ESSENCE OF THIS CONTRACT.
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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 its 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 its 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 carry on 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. TIME OF PERFORMANCE
t The Contractor agrees that it has submitted its 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 34 hereinabove set forth and expressly agrees that
1, it shall not be entitled to, nor will it request, an extension of time on this contract, except when its work has been
delayed by an act or neglect of the Owner, Owner's Representative, employees of the Owner or other contractors
h 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. Any request for extension shall be in writing with the written request for same setting forth all
justifications, in detail, for the request, and submitted to Owner's Representative within twenty (20) calendar days
of the occurrence of the event causing said delay. A failure by Owner's Representative to affirmatively grant the
extension no later than twenty (20) calendar days of written submission by Contractor shall be deemed a denial,
and final. Further, in the absence of timely written notification of such delay and request for extension, as provided
herein, any request for extension by Contractor shall be deemed waived.
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q 37. HINDRANCE AND DELAYS
In executing the contract, the Contractor agrees that in undertaking to complete the work within the time herein
fixed, Contractor has taken into consideration and made allowances for all hindrances and delays incident to such
work, whether growing out of delays due to unusual and unanticipated circumstances, difficulties or delays in
securing material or workmen, or any other cause or occurrence. 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 sole 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 are shown, and only when same are expressly stated
i to be estimates, 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. In the event the amount of work to be done and materials to be furnished are
expressly stated to be estimated, and only when same are expressly stated to be estimated, 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.
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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 agreement, from any damage or injury by reason of said process of construction; and Contractor shall be
liable for any and all claims for such damage on account of his failure to fully protect all adjacent property. Without
limiting, in any way, manner and form, the indemnity provided by Contractor in paragraph 27 hereof, the
Contractor agrees to indemnify, save and hold harmless the Owner, and any of its officers, agents and employees,
against any and all claims or damages due to any injury to any adjacent or adjoining property, related to, arising
from or growing out of the performance of this contract.
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 proposal 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 Contractor and for well and truly performing the same and the whole thereof in the manner
and according to this agreement, the attached specifications, plans, contract documents and requirements of
Owner's 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, Owner's
agents and employees, 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 or, if the Contractor does not submit such application, the Owner's Representative shall determine
the amount to be partially paid. Owner's Representative shall review said application for partial payment if
submitted, 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 day of the preceding month. The determination of the partial payment by the Owner's
Representative shall be in accordance with Paragraph 14 hereof. `r
The Owner shall then pay the Contractor on or before the fifteenth day of the current month the tot:.; 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 the contract documents.
Any partial payment made hereunder shall not constitute a waiver by the Owner of any and all other rights to
enforce the express terms of the contract documents, and all remedies provided therein, as to any and all work
performed, to be performed and/or materials delivered hereunder, including, but limited to, work to which said
partial payment is attributable.
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43.
44.
45.
SUBSTANTIAL COMPLETION
Contractor shall give Owner's Representative written notice of substantial completion. Within thirty-one (31)
working days after the Contractor has given the Owner's Representative written notice that the work has been
substantially completed, the Owner's Representative and/or the Owner shall inspect the work and within said time,
if the work be found to be substantially completed in accordance with the contract documents, the Owner's
Representative shall issue to the Owner and Contractor a certificate of substantial completion. Notwithstanding
the issuance of a certificate of substantial completion, Contractor shall proceed with diligence to finally complete
the work within the time provided in this contract.
FINAL COMPLETION AND PAYMENT
The Contractor shall give written notice to Owner's Representative of final completion. Upon written notice of final
completion, the Owner's Representative shall proceed to make final measurement to determine whether final
completion has occurred. If the Owner's Representative determines final completion has occurred, Owner's
Representative shall so certify to the Owner. Upon certification by Owner's Representative of final completion,
Owner shall pay to the Contractor on or before the 31 st working day after the date of certification of final
completion, the balance due Contractor under the terms of this agreement. Neither the certification of final
completion 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 contract documents and/or any warranty or
warranties implied by law or otherwise.
CORRECTION OF WORK
Contractor shall promptly remove from Owner's premises all materials condemned by the Owner's Representative
on account of failure to conform to the contract documents, whether actually incorporated in the work or not, and
Contractor shall at its own expense promptly replace such condemned materials with other materials conforming
to the requirements of the contract documents. 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.
Neither the final payment, nor certification of final completion or substantial completion, nor any provision in the
contract documents shall relieve the Contractor of responsibility for faulty materials or workmanship, and
Contractor 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 certification of final completion by Owner's
Representative.
PAYMENT WITHHELD
The Owner or Owner's Representative may, on account of subsequently discovered evidence, withhold or nullify
the whole or part of any certification to such extent as may be necessary to protect itself from loss on account of:
(a) Defective work not remedied and/or work not performed.
(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, in the
amount withheld, payment shall be made for amounts withheld because of them.
r
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47. CLAIM OR DISPUTE
It is further agreed by both parties hereto that all questions of dispute or adjustment presented by the Contractor
shall be in writing and filed with the Owner's Representative within fifteen (15) calendar days after the Owner's
Representative has given any direction, order or instruction to which the Contractor desires to take exception.
Timely written notice of dispute as provided in this contract of any decision by Owner's Representative or Owner _
shall be a condition precedent to the bringing and/or assertion of any action or claim by Contractor of any right
under this Contract. If the matters set forth in the notice of dispute are not granted or otherwise responded to by
Owner's Representative within fifteen (15) calendar days of receipt of notice of dispute by Owner's =
Representative, said objections shall be deemed denied. Any decision by the Owner's Representative, or deemed
denial by the Owner's Representative, shall be final and conclusive in the absence of fraud. It is further agreed that the acceptance by the Contractor of the final payment shall be a bar to any and all claims of the Contractor,
and constitute a waiver of the right to assert any claim against Owner, Owner's agents and employees and
Owner's Representative, by Contractor.
48. NON-COMPLIANCE AND/OR ABANDONMENT BY CONTRACTOR
In case the Contractor should (1) abandon and fail or refuse to resume work within fifteen (15) calendar days after
written notification from the Owner or the Owner's Representative, or (2) if the Contractor fails to comply with the
written orders of the Owner's Representative, when such orders are consistent with this contract, then the Surety
on the bond shall be notified in writing and directed to complete the work and a copy of said notice shall be
delivered to the Contractor. In the event a bond is not required by law, or otherwise obtained by the Contractor, no
further notice of such non-compliance to Contractor shall be required.
After receiving said notice of abandonment or non-compliance , 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 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 the event the Contractor, or Surety, whichever is applicable, should fail to commence compliance with the notice
hereinbefore provided within ten (10) calendar days after service of such notice, and/or shall fail to proceed with
diligence to complete the project as contemplated and in compliance with all terms and provisions of the contract
documents, then the Owner may exercise any and all remedies available to it pursuant to law, contract, equity or
otherwise, including, but not limited to, providing 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 Agreement. 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 its 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. 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.
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In the event the Owner's Representative elects to complete the work, as described above, when the work shall
have been finally completed, the Contractor and his Surety shall be so notified and certification of completion as
provided in paragraph 44 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, if applicable, 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 certification 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, if applicable, 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, if applicable. Should the cost to complete the work exceed the contract price,
and the Contractor and/or his Surety, if applicable, 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, if applicable, 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, if applicable, subject only to
the duty of the Owner to exercise ordinary care to protect such property. After fifteen (15) calendar 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, if applicable. 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, if applicable, to their proper owners.
' The remedies provided to Owner by law, equity, contract, or otherwise, shall be cumulative, to the extent permitted
by law. It is expressly agreed and understood that the exercise by Owner of the remedies provided in this
r' paragraph shall not constitute an election of remedies on the part of Owner, and Owner, irrespective of its exercise
of remedies hereunder, shall be entitled to exercise concurrently or otherwise, any and all other remedies
available to it, by law, equity, contract or otherwise, including but not limited to, liquidated damages, as provided in
paragraph 34, hereinabove set forth.
' 49. LIMITATION ON CONTRACTOR'S REMEDY
The remedies of Contractor hereunder shall be limited to, and Owner shall be liable only for, work actually
performed by Contractor and/or its subcontractors as set forth in the contract documents, and Owner shall not be
liable for any consequential, punitive or indirect loss or damage that Contractor may suffer in connection with the
project which is the subject matter of this contract.
50. BONDS
r' 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. It is further agreed that this contract shall not be
in effect until such bonds are so furnished.
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51. 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.
52. LOSS OR EXPENSE DUE TO UNUSUAL OR UNANTICIPATED CIRCUMSTANCES
Unless otherwise specified herein, all loss, expense 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 or from unusual
obstructions or difficulties, naturally occurring, man made or otherwise, which may be encountered in the
prosecution of the work, shall be sustained and borne by the Contractor at his own cost and expense.
53. INDEPENDENT CONTRACTOR
Contractor is, and shall remain, an independent contractor with full, complete and exclusive power and authority to
direct, supervise, and control its own employees and to determine the method of the performance of the work
covered hereby. The fact that the Owner or Owner's Representative shall have the right to observe Contractor's
work during Contractor's performance and to carry out the other prerogatives which are expressly reserved to and
vested 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.
54. 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 Contractor shall remove all such debris and also its 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.
55. HAZARDOUS SUBSTANCES AND ASBESTOS
Hazardous Substances (herein so called), as defined in the Comprehensive Environmental Response,
Compensation, and Liability Act (42 U.S.C.S. §9601(14)) and the regulations promulgated thereunder, as same
may be amended from time to time, hydrocarbons or other petroleum products or byproducts and/or asbestos, in
any form, shall not (i) be utilized, in any way, manner or form, in the construction of, or incorporation into, the
Project; or (ii) be brought upon, placed, or located, by any party, on the Project site, or any other property of the --
City, without the written consent of the Owner's Representative. If Contractor believes that the utilization of a
Hazardous Substance, hydrocarbons or other petroleum products or byproducts and/or asbestos is necessary in
the construction of the Project, or that it is necessary to place and/or otherwise locate upon the site of the Project
or other property of the City, a Hazardous Substance, hydrocarbons or other petroleum products or byproducts
and/or asbestos, Contractor shall notify the Owner's Representative, and request consent therefrom, at least
twenty (20) days prior to such action. Owner's Representative may grant or deny the request of Contractor and
provide whatever requirements such consent, if granted, is conditioned upon, in its sole and absolute discretion. If
the request of Contractor is not granted, or otherwise not responded to, by Owner's Representative within five (5)
days of the receipt of said request, said request shall be deemed to be denied.
In the event Owner's Representative shall consent to the request of Contractor, Contractor shall be responsible for
ensuring that all personnel involved in the Project are (i) trained for the level of expertise required for proper
performance of the actions contemplated by this Contract and, in particular, in all aspects of handling, storage,
disposal and exposure of Hazardous Substances, hydrocarbons or other petroleum products or byproducts and/or
asbestos; and (ii) are provided and utilize all protective equipment, including without limitation, personal protective
gear, necessary to provide protection from exposure to Hazardous Substances, hydrocarbons or other petroleum
products or byproducts and/or asbestos.
20
No Text
F
ncS0j,UL.L,)u .. , 0404.
Item No. 39
RESOLUTION April 8, 1999
I 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 works contracts for the City of Lubbock in accordance with the provisions of
i emon's Ann. Civ. Art. 5159a; and
WHEREAS, such wage rates were established by Resolution No. 719 enacted
! February 12, 1981, updated by Resolution No. 1590 enacted February 23, 1984. further
�. updated by Resolution No. 2502 enacted January 8, 1987, further updated by Resolution
No. 5721 enacted March 14, 1996, and amended by Resolution No. 6138 enacted
December 16, 1998; and
�..� WHEREAS, such rates need to be updated at the present time in order to reflect
the current prevailing rate of per diem wages; NOW THEREFORE:
r.. I 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
.• I shall be as set forth in the following named exhibits, which exhibits shall be attached
i hereto and made a part hereof for all intents and purposes:
Exhibit A: Building Construction Trades
Exhibit B: Paving and High%,.,ay Construction
Exhibit C: Overtime Rate
Exhibit D: Legal Holiday Rate
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.
Passed by the City Council this 8tb day of April- 9 99.
t,
WINDY SUTO, MAYOR
r 1; A EST: .
Kayt i Darnell, City Secretary
t
APPROVED AAS.,TO� C�O�NTENT:
&Z�
r - .Ni Ar, ews, ManagingDirector of
Human Resources
APPROVED AS TO FORM:
f
i IAmy L s, A istant City Attorney
p. ccdocsKubworks.res
i `larch 25, 1999
r
EXHIBIT A
City of Lubbock
Building Construction Trades
r Prevailing Rates
Craft Hourly Rate
Acoustical Ceiling Installer
11.50
Air Conditioner Installer
12.50
Air Conditioner Installer -Helper
6.25
Asbestos Worker
9.00
Asbestos Supervisor
12.50
Bricklayer
12.50
Bricklayer -Helper
7.00
Carpenter
11.00
Carpenter -Helper
7.00
Cement Finisher
8.00
Drywall Hanger
11.00
Electrician
13.75
Electrician -Helper
7.00
Equipment Operator -Heavy
9.50
Equipment Operator -Light
8.50
Floor Installer
9.50
Glacier
10.50
Insulator-Piping/Boiler
11.50
Insulator -Helper
7.00
Iron Worker
11.00
Laborer -General
6.00
Mortar Mixer
6.00
Painter
9.50
Plumber
12.50
Plumber -Helper
7.00
Roofer
9.00
Roofer -Helper
7.00
Sheet Metal Worker
10.00
Sheet Metal Worker -Helper
7.00
Welder -Certified
11.00
EXM'Bff B
Paving and Highway Construction
Prevailing Wage Rates
Craft
Asphalt Heater man
Asphalt Shoveler
Concrete Finisher
Concrete Finisher -Helper
Electrician
Flagger
Form Setter
Form Setter -Helper
Laborer -General
Laborer -Utility
Mechanic
Mechanic -Helper
Power Equipment Operators
Asphalt Paving Machine
Bulldozer
Concrete Paving Machine
Front End Loader
Heavy Equipment Operator
Light Equipment Operator
Motor Grader Operator
Roller
Scraper
Tractor
Truck Driver -Light
Truck Driver -Heavy
Hourly Rate
9.00
6.00
8.00
7.00
12.00
6.00
7.00
6.25
6.00
6.75
8.00
7.00
7.75
F.00
7.75
7.25
8.00
7.25
9.50
6.75
7.25
7.25
6.50
7.00
EXHIBIT C
Prevailing Wage Rates
overtime Rate
The rate for overtime (in excess of forty hours per week) shall be as required by the Fair
Labor Standards Act.
EXHIBIT D
Prevailing Wage Rates
Legal Holiday Rate
The rate for legal holidays shall be.as required by the Fair Labor Standards Act.
No Text
0
PO*
TECHNICAL SPECIFICAT 05,'k1711j11r,
LUBBOCK POWER & LIGHT OFFICE RENOVATION' �yr+�""+'�- ` •'�j
1301 BROADWAY, LUBBOCK,
TEXAS 79401 y����F•Rc� S "
CITY OF LUBBOCK
PROJECT NUMBER:
9723
CC
INDEX
Section Number
Section Title;:
Index
.,
". -4TE
`'':
DIVISION
1
GENERAL REQUIREMENTS .3,
Section
01010
,
Special Condit.1dp's,; •
p
01030
Alternates
01045
Cutting And Patching
01050
Final Cleaning
DIVISION
2
SITEWORK
Section
02071
Selective Demolition
DIVISION
3
CONCRETE - Omitted
DIVISION
4
MASONRY - Omitted
DIVISION
5
METALS - Omitted
t
t
DIVISION
6
WOOD AND PLASTICS
Section
06100
Rough Carpentry
06402
Interior Architectural Woodwork
DIVISION
7
THERMAL AND
MOISTURE PROTECTION
Section
07120
Building Insulation
DIVISION
8
DOORS AND WINDOWS
Section
08211
Flush Wood Doors
08410
08710
Aluminum Entrances And Storefronts
Finish Hardware
08800
Glass And Glazing
DIVISION
9
FINISHES
Section
09255
Gypsum Board Assemblies
09511
Acoustical Panel Ceilings
09650
Resilient Flooring
.,
09680
Carpet
09900
Painting
DIVISION
10
SPECIALTIES
- Omitted
p�p
DIVISION
11
EQUIPMENT -
Omitted
1
DIVISION
12
FURNISHINGS
- Omitted
II
DIVISION
13
SPECIAL CONSTRUCTION - Omitted
DIVISION
14
CONVEYING SYSTEMS - Omitted
R
DIVISION
15
MECHANICAL
- Refer to Drawings
DIVISION
16
ELECTRICAL -
Refer to Drawings
End of Index
F
Pages
1
4
2
4
2
5
3
6
3
4
5
5
5
8
4
3
4
6
Index - 1
r
I
SECTION 01010 - SPECIAL CONDITIONS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General
Instructions to Bidders, General Conditions, Special Conditions and
Division-1 Specification Sections, apply to this Section.
1.2 WORK COVERED BY CONTRACT DOCUMENTS
A. The Project consists of: Renovation of Existing Facilities.
1. City of Lubbock Project Number: 9723
2. Project Location: 1301 Broadway, Lubbock, Texas 79401
3. Owner: Lubbock Power & Light
B. Contract Documents, dated January 22, 1999 were prepared for the Project by:
1. Stiles & Stiles, Architects
3307 Avenue X, Lubbock, Texas 79411
Voice (806) 795 - 6431
Fax (806) 797 - 1013
2. Agnew Associates, Inc.
Consulting Engineers
3223 South Loop 289, Suite 424, Lubbock, Texas 79423
Voice (806) 799 - 0753
Fax (806) 799 - 2014
C. The Contractor shall supply all labor, materials, transportation, apparatus,
light, energy, scaffolding and tools necessary for the entire proper and
substantial completion of the work and shall install, maintain and remove
all equipment of construction and other utensils or things and be
responsible for the safe, proper and lawful construction maintenance and use
of same, and shall construct in the best and most workmanlike manner these
improvements and everything properly incidental thereto, as shown on
Drawings, stated in Specifications or reasonably implied therefrom or in
accordance with the Contract Documents.
D. The Work will be constructed under a single prime contract.
1.3 WORK SEQUENCE AND TIME OF COMPLETION
A. Adherence to the Work Sequence and Time of Completion shall be a strict
condition of this Contract.
1. Work on all areas of the project shall begin with a "Notice To Proceed"
issued by The City of Lubbock.
2. Time of completion for the total project shall be 120 consecutive
calendar days as set forth in the "Notice To Proceed".
a. The relocation of all furniture systems, loose equipment and
miscellaneous items shall be the responsibility of Lubbock Power
& Light.
3. A '"Certificate Of Substantial Completion" shall be issued at the
completion of the project.
t'. 4. A specific sequence of work and acceptance of the work shall be agreed
to by the Owner, Contractor and Architect prior to the start of the
�„. work. Any deviation or modification proposed by the Contractor to the
y accepted sequence of work shall be submitted in writing to the Owner
1 and Architect for approval.
t
01010 - 1
1.4 WORK BY THE OWNER AND WORK UNDER OTHER CONTRACTS
A. Separate Contract: The Owner may award separate contracts for performance
of certain construction operations at the site. Those operations will .be
conducted simultaneously with work under this Contract.
B. Cooperate fully with separate contractors so that work under those contracts
may be carried out smoothly, without interfering with or delaying work under
this Contract.
C. Asbestos Abatements No asbestos has been identified in the existing
facility. Any asbestos discovered during construction will be abated by the
Owner.
1. The Contractor shall cooperate fully with any asbestos abatement
operations, if any.
1.5 CONTRACTOR USE OF PREMISES
A. Use of the Site: Limit use of the premises to work in areas indicated.
Confine operations to areas within contract limits indicated. Do not
disturb portions of the site beyond the areas in which the Work is
indicated.
1. Owner Occupancy: The Owner shall occupy numerous spaces immediately y`
adjacent to the areas indicated to receive new construction.
2. Driveways and Entrances: Keep driveways and entrances serving the
premises clear and available to the Owner, the Owner's employees, and
emergency vehicles at all times. Do not use these areas for parking "
or storage of materials. Schedule deliveries to minimize space and
time requirements for storage of materials and equipment on -site.
B. Existing Building: Protect existing building from damage throughout. the
construction period. Repair damage caused by construction operations. Take
all precautions necessary to protect the building and its occupants during
the construction period.
1.6 OCCUPANCY REQUIREMENTS
A. Full Owner Occupancy: The Owner will occupy the site and portions of the
existing building during the entire construction period. Cooperate with
the Owner during construction operations to minimize conflicts and
facilitate owner usage. Perform the Work so as not to interfere with the
Owner's operations.
1.7 EXAMINATION OF SITE
A. Bidders are required to visit the site and each space within the existing
building and compare the drawings and specifications with existing
conditions, and inform themselves of all conditions which will affect this
work. Failure of the successful bidder to do so will in no way relieve the
bidder from the necessity of furnishing any materials, labor, or equipment,
or performing any work that may be required to complete work in accordance
with drawings and specifications, without additional cost to the Owner.
1.8 NOTIFICATIONS
A. The Contractor shall give the Architect verbal notification at least 48
hours prior to commencing any of the following:
1. Painting
2. Testing Various Utility Lines
1.9 PROTECTION AND ACCESS
A. The Contractor shall adequately protect the property and adjacent property
at all times, and shall make good at his own expense any damage to such
01010 - 2 ..
L
property arising out of any operation connected with his contract.
s
B. The Contractor shall at all times protect the stairs, elevators, existing
carpet and walla. The Contractor shall protect the building from damage
from rain water and all other water.
C. The Contractor shall at all times provide protection against weather - rain,
wind, storms, frost, or heat so as to maintain all work, materials,
apparatus and fixtures from injury or damage. At the end of the day's work
all new or old work likely to be damaged shall be protected.
r 1.10 REPAIR OF DAMAGE
A. The Contractor shall be responsible for any loss or damage caused by him,
his workmen, or his subcontractors to the work or materials, to tools, and
equipment of one another, to adjacent property and persons, and shall make
good any loss, damage or injury without cost to the Owner.
1.11 COORDINATION
A. All contractors and subcontractors on the project shall coordinate their
work with each other, advising on work schedules, equipment locations, etc.
B. Mechanical and Electrical subcontractors shall coordinate routes of piping,
ductwork, etc., with each other prior to start of installation.
1.12 SUPERVISION AND FIELD ENGINEERING
A. Supervision and Laying Out Work: A competent superintendent initially
approved by the Architect, shall be kept by the Contractor at the
construction site at all times and in continuous superintendence during the
progress of the work, to receive instructions and to act for the Contractor
in the accurate laying out and direction of all work.
1.13 PERMITS AND LAWS
A. The Contractor shall comply with all Federal, State and Municipal Laws,
Codes and Ordinances applicable to the work of this contract, and he shall
also comply with all regulations of the National Board of Fire Underwriters
having jurisdiction, and he shall obtain and pay for all permits required
in connection with the execution of his work. The Architect shall be
furnished with certified copies of these permits if requested.
B. If the above Laws, Codes or Ordinances conflict with the Contract Documents,
then the laws, codes or ordinances shall govern instead of the documents,
except in such cases where the documents exceed them in quality of
materials, or labor; then the documents shall be followed.
1.14 PROJECT MEETINGS
A. Preconstruction Conference: Prior to the Contractor beginning work at the
site, the Architect will hold a preconstruction conference at a time and
place to be established by the Architect.
B. Project Briefings: Each month, the Contractor shall brief the Owner and
Architect on project progress during the preceding period. Any slippage in
schedule shall be discussed during the briefings.
1. Briefings shall be held at a time and place established by the
Architect.
1.15 TEMPORARY UTILITIES AND FACILITIES
A. The Contractor will be allowed to use existing power and water available at
M the site for construction purposes without charge.
a
01010 - 3
B. The Contractor shall provide adequate temporary lighting as needed in the '-
building for all trades.
C. Telephone: Contractor shall be responsible for his own telephone. The
Contractor shall provide and pay for a telephone at the building site in
order to expedite his work. Local telephone service shall be made available
to all persons connected with the work. Use of Owner's telephone is
prohibited.
D. Toilets: The Contractor shall be allowed to use existing toilets within the
building. Toilets shall not be used for the cleaning of equipment or the
disposal of materials.
E. Provide facilities to exclude unauthorized visitors from the construction
site. Provide personal safety equipment for authorized visitors. Provide
temporary doors with locks where required.
1.16 DISPOSAL OF WASTE MATERIALS
A. The Contractor shall remove all combustible and non-combustible waste
materials completely from the Owner's property and legally dispose of same.
B. Burning of any materials will not be permitted within the boundaries of the
Owner's property.
1.17 DAILY SITE CLEANUP
A. The Contractor shall, on a daily basis, have all loose, discarded, material
debris and packaging materials picked up and placed in a proper trash
receptacle for removal from the site.
B. The interior space shall have all construction debris picked up and held in
designated area so as not to interfere with daily work progress.
1.18 FIRE PROTECTION DURING CONSTRUCTION
A. The Contractor, subcontractors, and their personnel are required to be in ---
compliance with the fire protection and prevention requirements of the
Occupational Safety and health Act for Construction. Fire extinguishers
shall be available at all times while work is being performed. The number
and type are to be as specified in Subpart F of OSHA. The Contractor is
required to furnish his own extinguishers.
B. Waste combustible materials shall not be allowed to accumulate at the work
site and shall be removed from the site and disposed on a regular basis.
1.19 PROJECT IDENTIFICATION REQUIREMENT
A. Signs: No signs or advertisements will be permitted without approval of the ~
Architect.
PART 2 PRODUCTS (Not Applicable)
PART 3 - EXECUTION
END OF SECTION 01010
01010 - 4
1
e:
FSECTION 01030 - ALTERNATES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General
Instructions to Bidders, General Conditions, Special Conditions and
Division-1 SpecificationSections, apply to this Section.
1.2 SUMMARY
A. This Section includes administrative and procedural requirements governing
Alternates.
1.3 DEFINITIONS
A. Definition: An alternate is an amount proposed by bidders and stated on the
Bid Form for certain work defined in the Bidding Requirements that may be
added to or deducted from the Base Bid amount if the Owner decides to accept
a corresponding change in either the amount of construction to be completed,
or in the products, materials, equipment, systems, or installation methods
described in the Contract Documents.
1. The cost or credit for each alternate is the net addition to or
deduction from the Contract Sum to incorporate the Alternate into the
Work. No other adjustments are made to the Contract Sum.
1.4 PROCEDURES
A. Coordination: Modify or adjust affected adjacent Work as necessary to
completely and fully integrate that Work into the Project.
1. Include as part of each alternate, miscellaneous devices, accessory
objects, and similar items incidental to or required for a complete
installation whether or not mentioned as part of the Alternate.
B. Notification: Immediately following the award of the Contract, notify each
party involved, in writing, of the status of each alternate. Indicate
whether alternates have been accepted, rejected, or deferred for later
consideration. Include a complete description of negotiated modifications
to alternates.
C. Execute accepted alternates under the same conditions as other Work of this
Contract.
D. Schedule: A "Schedule of Alternates" is included at the end of this
Section. Specification Sections referenced in the Schedule contain
requirements for materials necessary to achieve the Work described under
each alternate.
E. The Alternates will be considered by the Owner and may, or may not, be
accepted.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION
01030 - 1
3.1 SCHEDULE OF ALTERNATES
A. Alternate No. 1: The Bidder shall state on the Proposal form the lump sum
amount to be DEDUCTED from the Base Bid if Frame Types WD1, WD2 and WD3 are
changed to Frame Type WDS. Refer to Door And Frame Types on Sheet A3 of the
Drawings
1. For clarification, this Alternate will include the following changes:
a. All fixed wood frame side lites and glazing shall be deleted.
b. New drywall partition with textured and painted gypsum board
surfaces as scheduled shall replace fixed wood frame side lites.
C. A11 new red oak paneling between doors and on the South wall of
Balcony 201 shall be deleted.
d. Where fixed wood frame side lites have been deleted, rubber base
as specified shall be installed.
e. All work to reinstall the existing vertical window blinds shall
be deleted. Existing window blinds shall be delivered to Owner.
B. Alternate No. 2: The Bidder shall state on the Proposal form the lump sum
amount to be DEDUCTED from the Base Bid if ALL WORK for the aluminum
storefront frames Marked A and B are DELETED as part of this contract.
1. For clarification, this Alternate will include the following changes:
a. All associated paneling and wood base shall be deleted.
b. All repairs and repainting of existing gypsum board furring at
columns and ceiling shall be deleted.
C. All repairs to existing wood railings shall be deleted.
d. Removal of electrical items conflicting with the installation of
frames Marked A and B shall be deleted.
END OF SECTION 01030
01030 - 2
7
FSECTION 01045 - CUTTING AND PATCHING
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
Drawings and general provisions
of the Contract,
including General
Instructions to Bidders, General
Conditions,
Special Conditions and
Division-1 Specification Sections,
apply to this
Section.
1.2
SUMMARY
A.
This Section includes administrative
and procedural
requirements for cutting
and patching.
B.
Related Sections: The following Sections contain
requirements that relate
to this Section:
1. Section 02071 Selective Demolition.
2. Refer to other Sections for specific requirements and limitations
applicable to cutting and patching individual parts of the Work.
a. Requirements of this Section apply to mechanical and electrical
installations. Refer to Division 15 & 16 Sections for other
requirements and limitations applicable to cutting and patching
mechanical and electrical installations.
1.3 SUBMITTALS
A. Cutting and Patching Proposal: Submit a proposal describing procedures well
in advance of the time cutting and patching will be performed if the Owner
requires approval of these procedures before proceeding. Request approval
to proceed. Include the following information, as applicable, in the
proposal:
1. Describe the extent of cutting and patching required. Show how it will
be performed and indicate why it cannot be avoided.
2. Describe anticipated results in terms of changes to existing
construction. Include changes to structural elements and operating
components as well as changes in the building's appearance and other
significant visual elements.
3. List products to be used and firms or entities that will perform Work.
4. Indicate dates when cutting and patching will be performed.
5. Utilities: List utilities that cutting and patching procedures will
disturb or affect. List utilities that will be relocated and those
that will be temporarily out -of -service. Indicate how long service
will be disrupted.
6. Where cutting and patching involves adding reinforcement to structural
elements, submit details and engineering calculations showing
integration of reinforcement with the original structure.
7. Approval by the Architect to proceed with cutting and patching does not
waive the Architect's right to later require complete removal and
replacement of unsatisfactory work.
1.4 QUALITY ASSURANCE
A. Requirements for Structural Work: Do not cut and patch structural elements
in a manner that would change their load -carrying capacity or load -
deflection ratio.
1. Obtain approval of the cutting and patching proposal before cutting and
�.. patching the following structural elements:
1
7
01045 - 1
a. Structural concrete.
b. Structural steel.
C. Lintels.
d. Structural decking.
e. Miscellaneous structural metals.
f. Equipment supports.
g. Piping, ductwork, vessels, and equipment.
B. Operational Limitations: Do not cut and patch operating elements or related
components in a manner that would result in reducing their capacity to
perform as intended. Do not cut and patch operating elements or related
components in a manner that would result in increased maintenance or
decreased operational life or safety.
1. Obtain approval of the cutting and patching proposal before cutting and
patching the following operating elements or safety related systems:
a. Primary operational systems and equipment.
b. Air or smoke barriers.
C. Water, moisture, or vapor barriers.
d. Membranes and flashings.
e. Fire protection systems.
f. Control systems.
g. Communication systems.
h. Electrical wiring systems.
C. Visual Requirements: Do not cut and patch construction exposed on the
exterior or in occupied spaces in a manner that would, in the Architect's
opinion, reduce the building's aesthetic qualities. Do not cut and patch
construction in a manner that would result in visual evidence of cutting and
patching. Remove and replace construction cut and patched in a visually
unsatisfactory manner.
1.5 WARRANTY
A. Existing Warranties: Replace, patch, and repair material and surfaces cut
or damaged by methods and with materials in such a manner as not to void any
warranties required or existing.
PART 2 - PRODUCTS
2.1 MATERIALS, GENERAL
A. Use materials identical to existing materials. For exposed surfaces, use
materials that visually match existing adjacent surfaces to the fullest
extent possible if identical materials are unavailable or cannot be used.
Use materials whose installed performance will equal or surpass that of
existing materials.
PART 3 EXECUTION
3.1 INSPECTION
A. Examine surfaces to be cut and patched and conditions under which cutting
and patching is to be performed before cutting. If unsafe or unsatisfactory
conditions are encountered, take corrective action before proceeding.
1. Before proceeding, meet at the Project Site with parties involved in
cutting and patching, including mechanical and electrical trades.
Review areas of potential interference and conflict. Coordinate
procedures and resolve potential conflicts before proceeding.
3.2 PREPARATION
A. Temporary Support: Provide temporary support of work to be cut.
01045 - 2
B. Protection: Protect existing construction during cutting and patching to
prevent damage. Provide protection from adverse weather conditions for
portions of the Project that might be exposed during cutting and patching
,.., operations.
C. Avoid interference with use of adjoining areas or interruption of free
passage to adjoining areas.
D. Avoid cutting existing pipe, conduit, or ductwork serving the building but
scheduled to be removed or relocated until provisions have been made to
bypass them.
3.3 PERFORMANCE
A. General: Employ skilled workmen to perform cutting and patching. Proceed
with cutting and patching at the earliest feasible time and complete without
delay.
1. Cut existing construction to provide for installation of other
components or performance of other construction activities and the
subsequent fitting and patching required to restore surfaces to their
original condition.
B. Cutting: Cut existing construction using methods least likely to damage
elements retained or adjoining construction. Where possible, review
l proposed procedures with the original Installer; comply with the original
Installer's recommendations.
1. In general, where cutting, use hand or small power tools designed for
sawing or grinding, not hammering and chopping. Cut holes and slots
as small as possible, neatly to size required, and with minimum
disturbance of adjacent surfaces. Temporarily cover openings when not
in use.
2. To avoid marring existing finished surfaces, cut or drill from -the
exposed or finished side into concealed surfaces.
3. Cut through concrete and masonry using a cutting machine, such as a
Carborundum saw or a diamond -core drill.
4. Comply with requirements of applicable Division 2 Sections where
cutting and patching requires excavating and backfilling.
5. Where services are required to be removed, relocated, or abandoned, by-
pass utility services, such as pipe or conduit, before cutting. Cut-
off pipe or conduit in walls or partitions to be removed. Cap, valve,
or plug and seal the remaining portion of pipe or conduit to prevent
entrance of moisture or other foreign matter after by-passing and
cutting.
C. Patching: Patch with durable seams that are as invisible as possible.
r. Comply with specified tolerances.
1. Where feasible, inspect and test patched areas to demonstrate integrity
of the installation.
2. Restore exposed finishes of patched areas and extend finish restoration
into retained adjoining construction in a manner that will eliminate
evidence of patching and refinishing.
3. Where removing walls or partitions extends one finished area into
another, patch and repair floor and wall surfaces in the new space.
Provide an even surface of uniform color and appearance. Remove
existing floor and wall coverings and replace with new materials, if
necessary, to achieve uniform color and appearance.
a. Where patching occurs in a smooth painted surface, extend final
paint coat over entire unbroken surface containing the patch after
the area has received primer and second coat.
01045 - 3
4. Patch, repair, or rehang existing ceilings as necessary to provide an
even -plane surface of uniform appearance.
3.4 CLEANING
A. Clean areas and spaces where cutting and patching are performed. Completely
remove paint, mortar, oils, putty, and similar items. Thoroughly clean
piping, conduit, and similar features before applying paint or other
finishing materials. Restore damaged pipe covering to its original
condition.
END OF SECTION 01045
01045 - 4
F
FSECTION 01050 - FINAL CLEANING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. The drawings and general provisions of the Contract, including General
Instructions to Bidders, General Conditions, Special Conditions and
Division-1 Specification Sections, apply to this Section.
1.2 DESCRIPTION OF WORK
A. The Contractor shall use experienced workmen or professional cleaners for
final cleaning.
B. Upon completion of all work, and just before request for final inspection,
the Contractor shall have all construction areas or spaces cleaned and in
such condition that the Owner will have no further cleaning requirements.
C. Special cleaning for specific units of work is specified in sections of
Division 2 through Division 16. Comply with manufacturer's instructions for
cleaning operations.
D. The following are examples, but not limitations of cleaning levels required:
1. Remove labels which are not required as permanent labels.
2. Clean transparent materials, including windows and transom glass, to
a polished condition, removing substances which are noticeable as
vision -obscuring materials. Replace broken glass and damaged
transparent materials.
3. Clean exposed exterior and interior hard -surfaced finishes, to a dirt -
free condition, free of dust, stains, films and similar noticeable
distracting substances. Except as otherwise indicated, avoid
disturbance of natural weathering exterior surfaces. Restore
reflective surfaces to original reflective condition.
4. Wipe surfaces of mechanical and electrical equipment clean and remove
excess lubrication and other substances.
5. Remove debris and surface dust from limited -access spaces including
roofs, .plenums, shafts, trenches, .equipment wells, attics and similar
spaces.
6. Clean concrete floors in non -occupied spaces broom clean.
7. Vacuum clean carpeted surfaces and similar soft surfaces.
8. Wax and polish resilient tile and similar floor surfaces.
9. Clean plumbing fixtures to a sanitary condition, free of stains
including those resulting from water exposure.
10. Clean light fixtures and lamps so as to function with full efficiency.
1.3
SITE (YARDS AND GROUNDS) CLEANING:
A.
Sweep and remove stains from exterior walks, porches and paved areas. Also
remove temporary tape, wrappings, coatings, labels, grease, dust, dirt,
stains, fingerprints, and other foreign materials from exterior items and
surfaces caused by new construction operations.
B.
Clean project site (lawns and grounds, including landscape development
areas, of all debris and foreign substances. Rake grounds which are neither
planted nor paved, to a smooth, even -textured surface. Remove excess fill
and fine grade around all new site utility construction. Repair all areas
damaged by vehicle traffic or other construction operations.
C.
Prior to final inspection of each building, the Contractor shall edge all
concrete walks, drives and curbs and mow all lawn areas associated with said
building. This work shall include the sweeping and removal of all lawn
clippings, excess dirt, etc.
1 01050 - 1
1.4 RUBBISH
A. All debris, surplus material, and other items specified or indicated for
removal and not claimed by the Owner as salvaged materials shall become
property of the Contractor and shall be removed from the site and disposed
of in a lawful manner.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
END OF SECTION 01050
01050 - 2
F
r SECTION 02071 - SELECTIVE DEMOLITION
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General
Instructions to Bidders, General Conditions, Special Conditions and
Division-1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. The extent of Selective Demolition is indicated on the Drawings.
B. This Section includes demolition and removal of the following:
1. Selected interior partitions, wood doors, frames and glazing.
2. Selected areas of lay -in acoustical ceiling, carpet and miscellaneous
items.
3. Selected areas of existing wallcovering.
C. Items to be salvaged or removed and reinstalled include the following:
1. Vertical window blinds.
2. Light fixtures, equipment items, etc.
D. Related Sections: The following Sections contain requirements that relate
to this Section:
1. Section 01045 "Cutting and Patching".
2. Division 15 "Mechanical & Plumbing".
3. Division 16 "Electrical".
1.3 DEFINITIONS
A. Remove: Remove and legally dispose of items except those indicated to be
` reinstalled, salvaged, or to remain the Owner's property.
B. Remove and Salvage: Items indicated to be removed and salvaged remain the
Owner's property. Remove items indicated and protect against damage.
is Deliver salvaged items to Owner's designated storage area located on the
site.
C. Remove and Reinstall: Remove items indicated; clean, service, and otherwise
prepare them for reuse; store and protect against damage. Reinstall items
in the same locations or in locations indicated.
D. Existing to Remain: Protect construction indicated to remain against damage
and soiling during selective demolition. When permitted by the Architect,
items may be removed to a suitable, protected storage location during
selective demolition and then cleaned and reinstalled in their original
locations.
1.4 MATERIALS OWNERSHIP
A. Except for items or materials indicated to be reused, salvaged, reinstalled,
or otherwise indicated to remain the Owner's property, demolished materials
shall become the Contractor's property and shall be removed from the site
with further disposition at the Contractor's option.
B. Items indicated to remain the Owner's property. Carefully remove and
salvage each item in a manner to prevent damage and deliver promptly to the
Owner.
F
r 02071 - 1
1.5 SUBMITTALS
A. General: Submit each item in this Article according to the Conditions of
the Contract and Division 1 Specification Sections, for information only,
unless otherwise indicated.
B. Photographs or videotape, sufficiently detailed, of existing conditions of
adjoining construction and site improvements that might be misconstrued as
damage caused by selective demolition operations. —
1.6 QUALITY ASSURANCE
A. Demolition Firm Qualifications: Engage an experienced firm that has --
successfully completed selective demolition Work similar to that indicated
for this Project.
B. Regulatory Requirements: Comply with governing EPA notification regulations —
before starting selective demolition. Comply with hauling and disposal
regulations of authorities having jurisdiction.
1.7 PROJECT CONDITIONS
A. Owner will occupy portions of the building immediately adjacent to selective
demolition area. Conduct selective demolition so that Owner's operations
will not be disrupted. Provide not less than 72 hours' notice to Owner of
activities that will affect Owner's operations.
B. Owner assumes no responsibility for actual condition of buildings to be
selectively demolished.
1. Conditions existing at time of inspection for bidding purpose will be
maintained by Owner as far as practical.
C. Asbestos: It is not expected that asbestos will be encountered in the Work.
If any materials suspected of containing asbestos are encountered, do not
disturb the materials. Immediately notify the Architect and the Owner.
1. Asbestos will be removed by Owner before start of Work.
D. Storage or sale of removed items or materials on -site will not be permitted.
1.8 SCHEDULING
A. Arrange selective demolition schedule so as not to interfere with Owner's
on -site operations. --
PART 2 - PRODUCTS
2.1 REPAIR MATERIALS
A. Use repair materials identical to existing materials.
1. Where identical materials are unavailable or cannot be used for exposed
surfaces, use materials that visually match existing adjacent surfaces
to the fullest extent possible.
2. Use materials whose installed performance equals or surpasses that of
existing materials.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Survey existing conditions and correlate with requirements indicated to
determine extent of selective demolition required.
02071 - 2
F
B.
Inventory and record the condition of items to be removed and reinstalled
and items to be removed and salvaged.
C.
When unanticipated mechanical, electrical, or structural elements that
i
conflict with the intended function or design are encountered, investigate
4
and measure the nature and extent of the conflict. Promptly submit a
written report to the Architect.
D.
Survey the condition of the building to determine whether removing any
element might result in structural deficiency or unplanned collapse of any
portion of the structure or adjacent structures during selective demolition.
C3.2
UTILITY SERVICES
A.
Maintain existing utilities indicated to remain in service and protect them
against damage during selective demolition operations.
1. Do not interrupt existing utilities serving occupied or operating
facilities, except when authorized in writing by Owner and authorities
having jurisdiction. Provide temporary services during interruptions
to existing utilities, as acceptable to Owner and to governing
authorities.
a. Provide not less than 72 hours' notice to Owner if shutdown of
�l service is required during changeover.
B. Utility Requirements: Refer to Division 15 and 16 Sections for shutting
off, disconnecting, removing, and sealing or capping utility services. Do
not start selective demolition work until utility disconnecting and sealing
have been completed and verified in writing.
r 3.3 PREPARATION
E A. Conduct demolition operations and remove debris to ensure minimum
interference with roads, streets, walks, and other adjacent occupied and
_ used facilities.
1. Do not close or obstruct streets, walks, or other adjacent occupied or
used facilities without permission from Owner and authorities having
jurisdiction. Provide alternate routes around closed or obstructed
traffic ways if required by governing regulations.
B. Conduct demolition operations to prevent injury to people and damage to
adjacent buildings and facilities to remain. Ensure safe passage of people
around selective demolition area.
1. Provide temporary weather protection, during interval between
demolition and removal of existing construction, on exterior surfaces
and new construction to ensure that no water leakage or damage occurs
to structure or interior areas.
2. Protect walls, ceilings, floors, and other existing finish work that
are to remain and are exposed during selective demolition operations.
3. Cover and protect furniture, furnishings, and equipment that have not
been removed.
C. Erect and maintain dustproof partitions and temporary enclosures to limit
dust and dirt migration and to separate areas from fumes and noise.
1. Protect air -handling equipment.
D. Provide and maintain interior and exterior shoring, bracing, or structural
support to preserve stability and prevent movement, settlement, or collapse
of building to be selectively demolished.
1. Strengthen or add new supports when required during progress of
I 02071 - 3
selective demolition.
E. Clean adjacent structures and improvements of dust, dirt, and debris caused
by selective demolition operations. Return adjacent areas to condition
existing before start of selective demolition.
3.4 SELECTIVE DEMOLITION
A. Demolish and remove existing construction only to the extent required by new
construction and as indicated. Use methods required to complete Work within
limitations of governing regulations and as follows:
1. Neatly cut openings and holes plumb, square, and true to dimensions "-
required. Use cutting methods least likely to damage construction to
remain or adjoining construction. To minimize disturbance of adjacent
surfaces, use hand or small power tools designed for sawing or
grinding, not hammering and chopping. Temporarily cover openings to
remain.
2. Cut or drill from the exposed or finished side into concealed surfaces
to avoid marring existing finished surfaces.
3. Dispose of demolished items and materials promptly. On -site storage -`
or sale of removed items is prohibited.
4. Return elements of construction and surfaces to remain to condition
existing before start of selective demolition operations.
3.5 PATCHING AND REPAIRS
A. Promptly patch and repair holes and damaged surfaces caused to adjacent_
construction by selective demolition operations.
B. Patching is specified in Division 1 Section "Cutting and Patching."
C. Where repairs to existing surfaces are required, patch to produce surfaces
suitable for new materials.
1. Completely fill holes and depressions in existing masonry walls to
remain with an approved masonry patching material, applied according
to manufacturer's printed recommendations.
D. Restore exposed finishes of patched areas and extend finish restoration into
adjoining construction to remain in a manner that eliminates evidence of
patching and refinishing.
E. Patch and repair floor and wall surfaces in the new space where demolished
walls or partitions extend one finished area into another. Provide a flush and even surface of uniform color and appearance.
1. Closely match texture and finish of existing adjacent surface.
2. Patch with durable seams that are as invisible as possible. Comply
with specified tolerances.
3. Where patching smooth painted surfaces, extend final paint coat over
entire unbroken surface containing the patch after the surface has
received primer and second coat.
4. Inspect and test patched areas to demonstrate integrity of the
installation, where feasible.
F. Patch, repair, or rehang existing ceilings as necessary to provide an even -
plane surface of uniform appearance.
3.6 DISPOSAL OF DEMOLISHED MATERIALS
A. General: Promptly dispose of demolished materials. Do not allow demolished
materials to accumulate on -site.
B. Burning: Do not burn demolished materials.
02071 - 4
C. Disposal: Transport demolished materials off Owner's property and legally
dispose of them.
r
r END OF SECTION 02071
r
FSECTION 06100 - ROUGH CARPENTRY
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General
Instructions to Bidders, General Conditions, Special Conditions and
Division-1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes the following:
1. Wood grounds, nailers and blocking.
2. Miscellaneous framing and items for temporary closures, guards, runways
and ladders.
1.3 DEFINITIONS
A. Rough carpentry includes carpentry work not specified as part of other
Sections and generally not exposed, unless otherwise specified.
1.4 PROJECT CONDITIONS
A. Coordination: Fit carpentry work to other work; scribe and cope as required
for accurate fit. Correlate location of furring, nailers, blocking, grounds
and similar supports to allow attachment of other work.
PART 2 - PRODUCTS
2.1 LUMBER, GENERAL
A. Lumber Standards: Furnish lumber manufactured to comply with PS 20
"American Softwood Lumber Standard" and with applicable grading rules of
inspection agencies certified by American Lumber Standards Committee's
(ALSC) Board of Review.
2.2 WOOD PRESERVATIVE TREATMENT
A. General: Where lumber or plywood is indicated or scheduled as "Treated
Wood" or specified herein to be treated, comply with the applicable
requirements of the American Wood Preservers Association (AWPA). Comply
with AWPA C2 for lumber and AWPA C9 for plywood. Mark each treated item
with the Quality Mark Requirements of an inspection agency approved by
ALSC's Board of Review.
B. Pressure treat the following items with water -borne preservatives for above
ground use:
1. Wood nailers, curbs, equipment support bases, blocking, stripping and
similar members.
2. Kiln -dry wood to a maximum moisture content of 15% after treatment with
water -borne preservatives.
C. Inspect each piece of treated lumber or plywood after drying and discard
damaged or defective pieces.
2.3 FIRE -RETARDANT BLOCKING
A. General: Concealed blocking for anchorage of casework, etc. shall be fire -
retardant -treated wood, pressure impregnate lumber and plywood with fire -
retardant chemicals to comply with AWPA C20 and C27, respectively, for
4f treatment type indicated; identify "fire -retardant -treated wood" with
appropriate classification marking of Underwriters Laboratories, Inc., U.S.
Testing, Timber Products Inspection, Inc. or other testing and inspecting
7 06100 - 1
agency acceptable to authorities having jurisdiction.
B. Interior Type A: For interior locations use fire -retardant chemical
formulation that produces treated lumber and plywood with the following
properties under conditions present after installation:
1. No reduction takes place in bending strength, stiffness, and fastener
holding capacities below values published by manufacturer of chemical
formulation that are based on tests by a qualified independent testing
laboratory of treated wood products identical to those indicated for
this Project under elevated temperature and humidity conditions
simulating installed conditions.
2. No other form of degradation occurs due to acid hydrolysis or other '-
causes related to manufacture and treatment.
3. No corrosion of metal fasteners results from their contact with treated
wood.
C. Inspect each piece of treated lumber or plywood after drying and discard
damaged or defective pieces.
D. Available Products: Subject to compliance with requirements, fire- —'
retardant -treated wood products that may be incorporated in the Work
include, but are not limited to, the following:
1. Interior Type A Fire -Retardant -Treated Wood:
a. "Dricon," Hickson Corporation.
b. "Pyro-Guard," Hoover Treated Wood Products.
C. "Flameproof LHC-HTT," Osmose Wood Preserving Co, Inc. '-
2.4 MISCELLANEOUS LUMBER
A. General: Provide lumber as required for temporary support.or attachment of
construction items, barriers, closures and similar members.
B. Fabricate miscellaneous lumber from dimension lumber of sizes indicated and
into shapes shown.
C. Moisture content: 19 percent maximum for lumber items not specified to
receive wood preservative treatment.
D. Grade: "Standard" grade light -framing -size lumber of any species or board -
size lumber as required. "No. 3 Common" or "Standard" grade boards per
WCLIB or WWPA rules or "No..2 Boards" per SPIB rules.
2.5 FASTENERS
A. General: Provide fasteners of size and type indicated that comply with
requirements specified in this article for material and manufacture.
1. Where rough carpentry is exposed to weather, use with exterior treated
wood, or in area of high relative humidity, provide fasteners with a
hot -dip zinc coating per ASTM A 153.
B. Nails, Wire, Brads, and Staples: FS FF-N-105.
C. Power Driven Fasteners: National Evaluation Report NER-272.
D. Wood Screws: ANSI B18.6.1.
E. Lag Bolts: ANSI B18.2.1. (ANSI B18.2.3.8M)
F. Bolts: Steel bolts complying with ASTM A 307, Grade A (ASTM F 568, Property
Class 4.6); with ASTM A 563 (ASTM A 563M) hex nuts and where indicated, flat
washers.
06100 - 2
�j
PART 3 - EXECUTION
3.1 INSTALLATION, GENERAL
A. Discard units of material with defects that impair quality of rough
carpentry construction and that are too small to use in fabricating rough
carpentry with minimum joints or optimum joint arrangement.
B. Set rough carpentry to required levels and lines, with members plumb and
true to line and cut and fitted.
C. Fit rough carpentry to other construction; scribe and cope as required for
accurate fit. Correlate location of furring, nailers, blocking, grounds,
and similar supports to allow attachment of other construction.
D. Securely attach rough carpentry work to substrate by anchoring and fastening
as indicated.
E. Countersink nail heads on exposed carpentry work and fill holes.
F. Use common wire nails, unless otherwise indicated. Use finishing nails for
finish work. Select fasteners of size that will not penetrate members where
opposite side will be exposed to view or will receive finish materials.
Make tight connections between members. Install fasteners without splitting
of wood; predrill as required.
3.2 WOOD GROUNDS, NAILERS, BLOCKING, AND SLEEPERS
A. Install wood grounds, nailers, blocking, and sleepers where shown and where
required for screeding or attachment of other work. Form to shapes as shown
and cut as required for true line and level of work to be attached.
Coordinate location with other work .involved.
L B. Attach to substrates as required to support applied loading. Countersink
bolts and nuts flush with surfaces, unless otherwise indicated. Build into
masonry during installation of masonry work. Where possible, anchor to
formwork before concrete placement.
C. Install permanent grounds of dressed, preservative treated, key -bevelled
lumber not less than 1-1/2 inches (38 nun) wide and of thickness required to
f bring face of ground to exact thickness of finish material involved. Remove
€ temporary grounds when no longer required.
.. END OF SECTION 06100
r06100 - 3
r
7 SECTION 06402 - INTERIOR ARCHITECTURAL WOODWORK
PART 1 - GENERAL
1.1 RELATED DOCUMENTS:
A. The drawings and general provisions of the Contract, including General
Instructions to Bidders, General Conditions, Special Conditions and
Division-1 Specification Sections, apply to this section.
1.2 DESCRIPTION OF WORK:
A. Extent of each type of architectural woodwork is indicated on drawings and
include the following:
1. Interior standing and running trim, molding, rails and paneling.
2. Architectural casework for transparent finish including hardware.
3. Laminate -clad countertops.
B. Related Sections: The following Sections contain requirements that relate
to this Section:
1.
Section
06100
- Rough Carpentry.
2.
Section
08211
- Flush Wood Doors.
3.
Section
08710
- Hardware (Locksets and butts for storage doors).
4.
Section
08800
- Glass And Glazing.
5.
Section
09900
- Painting.
1.3 SUBMITTALS
A. Product Data: Submit manufacturer's product data for each product and
process specified as work of this section and incorporated into items of
architectural woodwork during fabrication, finishing, and installation.
B. Quality Certification: Submit woodwork Manufacturer's (Fabricator's)
certification, stating that fabricated woodwork complies with quality grades
and other requirements indicated.
C. Shop Drawings: Submit shop drawings showing location of each item,
dimensioned plans and elevations, large scale details, attachment devices
and other components.
D. Samples: Submit the following samples:
1. Plastic laminate top with splash, 8" wide x unit length for each type
of cabinet unit. Provide sample chips for color, pattern and surface
finish.
2. Exposed cabinet hardware, one unit of each type and finish.
1.4 QUALITY ASSURANCE
A. AWI Quality Standard: Comply with applicable requirements of "Architectural
Woodwork Quality Standards" published by the Architectural Woodwork
Institute (AWI), except as otherwise indicated.
B. Installer Qualifications: Arrange for installation of architectural
woodwork by a firm which can demonstrate successful experience in installing
architectural woodwork items similar in type and quality to those required
for this project.
i C. Fabricator Qualifications: Firm experienced in producing architectural
woodwork similar to that indicated for this Project and with a record of
successful in-service performance, as well as sufficient production capacity
to produce required units without delaying the Work.
r06402 - 1
1.5 DELIVERY, STORAGE, AND HANDLING
A. Protect woodwork during transit, delivery, storage, and handling to prevent
damage, soilage, and deterioration.
B. Do not deliver woodwork until painting and similar operations that could
damage, soil, or deteriorate woodwork have been completed in installation
areas. If woodwork must be stored in other than installation areas, store
only in areas whose environmental conditions meet requirements specified in
"Project Conditions."
1.6 PROJECT CONDITIONS
A. Environmental Limitations: Obtain and comply with woodwork fabricator's and
Installer's coordinated advice for optimum temperature and humidity
conditions for woodwork during its storage and installation. Do not install
woodwork until these conditions have been attained and stabilized so that
woodwork will be within plus or minus 1.0 percent of optimum moisture
content from date of installation through remainder of construction period.
B. Field Measurements: Where woodwork is indicated to be fitted to other
construction, check actual dimensions of other construction by accurate
field measurements before fabrication, and show recorded measurements on
final shop drawings. Coordinate fabrication schedule with construction
progress to avoid delaying the Work.
1. Verify locations of concealed framing, blocking, reinforcements, and
furring that support woodwork by accurate field measurements before
being enclosed. Record measurements on final shop drawings.
2. Where field measurements cannot be made without delaying the Work,
guarantee dimensions and proceed with fabricating woodwork without
field measurements. Provide allowance for trimming at site and
coordinate construction to ensure that actual dimensions correspond to
guaranteed dimensions.
PART 2 - PRODUCTS
2.1 MATERIALS
A. General: Provide materials that comply with requirements of the AWI quality
standard for each type of woodwork and quality grade indicated and, where
the following products are part of interior woodwork, with requirements of
the referenced product standards that apply to product characteristics
indicated:
1. Hardboard: AHA A135.4.
2. Medium -Density Fiberboard: ANSI A208.2.
3. Particleboard: ANSI A208.1, Grade M-2.
4. Softwood Plywood: PS 1.
5. Hardwood Plywood and Face Veneers: HPVA HP-1.
B. High -Pressure Decorative Laminate: NEMA LD 3, grades as indicated, or if
not indicated, as required by woodwork quality standard.
1. Manufacturer: Subject to compliance with requirements, provide high-
pressure decorative laminates by one of the following:
a. Formica Corporation.
b. Nevamar Corp.
C. Ralph Wilson Plastics Co.
2.2 CABINET HARDWARE AND ACCESSORY MATERIALS
A. General: Provide cabinet hardware and accessory materials associated with
architectural cabinets, except for items specified in Division 8 Section
"Door Hardware."
06402 - 2
B. Cabinet Hardware Schedule: Refer to schedule within this Section for
cabinet hardware required for all architectural cabinets and shelving.
2.3 FABRICATION, GENERAL
A. Interior Woodwork Grade: Provide interior woodwork complying with the
referenced quality standard and of the following grade:
r 1. Grade: Custom.
B. Wood Moisture Content: Comply with requirements of referenced quality
standard for wood moisture content in relation to relative humidity
conditions existing during time of fabrication and in installation areas.
C. Fabricate woodwork to dimensions, profiles, and details indicated.
D. Complete fabrication, including assembly, finishing, and hardware
application, before shipment to Project site to maximum extent possible.
Disassemble components only as necessary for shipment and installation.
Where necessary for fitting at site, provide ample allowance for scribing,
trimming, and fitting.
1. Trial fit assemblies at the fabrication shop that cannot be shipped
completely assembled. Install dowels, screws, bolted connectors, and
other fastening devices that can be removed after trial fitting.
Verify that various parts fit as intended and check measurements of
assemblies against field measurements indicated on approved shop
drawings before disassembling for shipment.
E. Shop -cut openings, to maximum extent possible, to receive hardware,
appliances, plumbing fixtures, electrical work, and similar items. Locate
openings accurately and use templates or roughing -in diagrams to produce
accurately sized and shaped openings. Smooth edges of cutouts and, where
located in countertops and similar exposures, seal edges with a water-
resistant coating.
2.4
STANDING AND RUNNING TRIM, MOLDINGS, RAILS AND PANELING:
k
A.
Quality Standard: Comply with AWI Section 300.
B.
Rout or groove backs of flat trim members, kerf backs of other wide
flat members, except for members with ends exposed in finished work.
C.
Interior Trim, Moldings and Paneling for Transparent Finish: Comply with
the following requirements:
1. Grade: Custom.
2. Lumber Species: Red Oak, plain sawn.
2.5
ARCHITECTURE CASEWORK (WOOD) FOR TRANSPARENT FINISH
A.
Quality Standard: , Comply with AWI Section 400A requirements for wood
cabinets.
1. Grade: Custom.
rB.
AWI Type of Cabinet Construction: Flush overlay.
1.;
C.
Wood Species for Exposed Surfaces: Red Oak, plain sawn.
"^
D.
Materials for Semi -exposed Surfaces: Wood species and cut to be Woodwork
fabricator's option.
E.
Hollow Core Doors: 1 3/8" thickness comply with the following requirements:
1. Faces (Refer to Door Schedule on Drawings): Red oak, plain sliced.
2. Vertical Edges: Red oak for transparent finish.
r
06402 - 3
3. Grade: Custom. —
2.6 PLASTIC -LAMINATE COUNTERTOPS
A. Quality Standard: Comply with AWI Section 400C requirements for
countertops.
1. Grade: Custom.
B. Type of Top: High-pressure decorative laminate complying with the
following:
1. Grade: GP-50, 0.050-inch nominal thickness.
2. Colors, Patterns, and Finishes: Provide materials and products that
result in colors and textures of exposed laminate surfaces complying
with the following requirements:
a. Provide Architect's selections from manufacturer's full range of
colors and finishes.
3. Edge Treatment: Same as laminate cladding on horizontal surfaces.
4. Core Material: Medium -density particleboard.
2.7 CABINET HARDWARE AND ACCESSORY SCHEDULE
A. Cabinet Doors: Each door to have
1. 1 Pair Concealed Hinges: Grass 1203 X 613.
2. 1 Each Pull: Stanley 4484 (4 inch long) X 613. —
B. Adjustable Shelves:
1. Recessed Standards: K&V No.255 BR
2. Supports: K&V No.256 BR
3. Holddown: K&V No.260 BR
2.8 FASTENERS AND ANCHORS:
A. Screws: Select material, type, size and finish required for each use.
Comply with FS FF-S-111 for applicable requirements.
1. For metal framing supports, provide screws as recommended by metal
framing manufacturer.
B. Nails: Select material, type, "size and finish required for each use. —
Comply with FS FF-N-105 for applicable requirements.
1. Provide stainless steel or aluminum nails for exposed exterior woodwork
which is to receive transparent finish (if any). Provide any type of
non -corrosive nail for other exterior woodwork.
C. Anchors: Select material, type, size and finish required by each substrate
for secureanchorage. Provide non-ferrous metal or hot -dip galvanized
anchors and inserts for exterior installations and elsewhere as required for
corrosion -resistance. Provide toothed steel or lead expansion bolt devices
for drilled -in -place anchors. Furnish inserts and anchors, as required, to
be set into concrete or masonry work for subsequent woodwork anchorage.
PART 3 - EXECUTION
3.1 PREPARATION
A. Condition woodwork to average prevailing humidity conditions in installation
areas before installing.
B. Before installing architectural woodwork, examine shop -fabricated work for
completion and complete work as required, including back priming and removal
06402 - 4
of packing.
3.2 INSTALLATION
A. Quality Standard: Install woodwork to comply with AWI Section 26 or 1700
for the same grade specified in Part 2 of this Section for type of woodwork
involved.
B.
Install woodwork plumb, level, true, and straight with no distortions. Shim
as required with concealed shims. Install to a tolerance of 1/8 inch in 96
inches for plumb and level (including tops); and with no variations in
flushness of adjoining surfaces.
C.
Scribe and cut woodwork to fit adjoining work and refinish cut surfaces or
repair damaged finish at cuts.
D.
Anchor woodwork to anchors or blocking built in or directly attached to
substrates. Secure to grounds, stripping and blocking with countersunk,
concealed fasteners and blind nailing as required for complete installation.
Use fine finishing nails for exposed nailing, countersunk and filled flush
with woodwork and matching final finish where transparent finish is
indicated.
E.
Standing and Running Trim: Install with minimum number of joints possible,
using full-length pieces (from maximum length of lumber available) to the
greatest extent possible. Do not use pieces less than 36 inches long,
except where necessary. Stagger joints in adjacent and related members.
r„
Fill gaps, if any, between top of base and wall with plastic wood filler,
sand smooth, and finish same as wood base, if finished.
1. Install standing and running trim with no more than 1/8 inch in 96-inch
variation from a straight line.
F.
Cabinets and Shelving: Install without distortion so that doors and drawers
fit openings properly and are accurately aligned. Adjust hardware to center
doors and drawers in openings and to provide unencumbered operation.
Complete the installation of hardware and accessory items as indicated.
1. Install cabinets with no more than 1/8 inch in 96-inch sag, bow, or
_
other variation from a straight line.
G. Laminated Plastic Clad Panels: Anchor panels to supporting substrate with
concealed panel hanger clips, splined-connection strips, similar associated
trim and framing and blind nailing on back-up strips.
1. Do not face -nail.
H. Complete the finishing work specified in this Section to the extent not
completed at shop or before installation of woodwork. Fill nail holes with
matching filler where exposed. Apply specified finish coats, including
stains and paste fillers if any, to exposed surfaces where only sealer/prime
coats were applied in the shop.
3.3 ADJUSTING AND CLEANING
A. Repair damaged and defective woodwork where possible to eliminate functional
and visual defects; where not possible to repair, replace woodwork. Adjust
joinery for uniform appearance.
B. Clean, lubricate, and adjust hardware.
C. Clean woodwork on exposed and semi -exposed surfaces. Touch up shop -applied
finishes to restore damaged or soiled areas.
3.4 PROTECTION
t A. Provide final protection and maintain conditions in a manner acceptable to
7 06402 - 5
fabricator and Installer that ensures that woodwork is without damage or
deterioration at the time of Substantial Completion.
END OF SECTION 06402
06402 - 6
F
FSECTION 07210 - BUILDING INSULATION
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General
Instructions to Bidders, General Conditions, Special Conditions and
Division-1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes the following:
1. Batt insulation (acoustical) for interior partition applications.
2. Safing insulation.
1.3 SUBMITTALS
A. Product Data for each type of insulation product specified.
1.4 QUALITY ASSURANCE
A. Single -Source Responsibility for Insulation Products: Obtain each type of
building insulation from a single source with resources to provide products
complying with requirements indicated without delaying the Work.
B. Fire -Test -Response Characteristics: Provide insulation and related
materials with the fire -test -response characteristics indicated on Drawings
or specified elsewhere in this Section as determined by testing identical
products per test method indicated below by UL or another testing and
inspecting agency acceptable to authorities having jurisdiction. Identify
materials with appropriate markings of applicable testing and inspecting
agency.
1. Surface -Burning Characteristics: ASTM E 84.
2. Fire -Resistance Ratings: ASTM E 119.
3. Combustion Characteristics: ASTM E 136.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Protect insulation materials from physical damage and from deterioration by
moisture, soiling, and other sources. Store inside and in a dry location.
Comply with manufacturer's written instructions for handling, storing, and
protecting during installation.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Available Manufacturers: Subject to compliance with requirements, provide
products by one of the following:
1. Glass -Fiber Insulation:
a. CertainTeed Corporation.
b. Knauf Fiber Glass.
C. Owens-Corning Fiberglas Corporation.
rd. Schuller International, Inc.
f 2.2 INSULATING MATERIALS
A. General: Provide insulating materials that comply with requirements and
r` with referenced standards.
1. Preformed Units: Sizes to fit applications indicated; selected from
r 07210 - 1
i
manufacturer's standard thicknesses, widths, and lengths.
B. Unfaced, Glass -Fiber Batt Insulation: Thermal -acoustical insulation
combining glass fibers with thermosetting resin binders to comply with
ASTM C 665, Type I; and with other requirements indicated below:
1. Application: Interior stud partitions for sound reduction.
2. Thermal Resistivity: R-11 (3 1/21' thickness).
3. Flame -spread rating: 25 (Class A). "
2.3 SAFING INSULATION AND ACCESSORIES
A. Slag -Wool -Fiber Board Safing Insulation: Semirigid boards designed for use
as fire stop at openings between interior partitions and roof decks, slabs
or exterior walls, produced by combining slag -wool fibers with thermosetting
resin binders to comply with ASTM C 612, Type IA and IB; nominal density of
4 lb/cu. ft.; passing ASTM E 136 for combustion characteristics; thermal '—
resistivity of 4 deg F x h x sq. ft./Btu x in. at 75 deg F.
B. Caulking Compound: Material approved by manufacturer of safing insulation
for sealing joint between foil backing of safing insulation and edge of
concrete floor slab against penetration of smoke.
C. Safing Clips: Galvanized steel safing clips approved by manufacturer of
safing insulation for holding safing insulation in place.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates and conditions, with Installer present, for compliance
with requirements of Sections in which substrates and related work are
specified and to determine if other conditions affecting performance of
insulation are satisfactory. Do not proceed with installation until
unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Clean substrates of substances harmful to insulations or vapor retarders,
including removing projections capable of puncturing vapor retarders or that
interfere with insulation attachment.
3.3 INSTALLATION, GENERAL
A. Comply with insulation manufacturer's written instructions applicable to
products and application indicated.
B. Install insulation that is undamaged, dry, unsoiled, and has not been
exposed at any time to ice and snow.
C. Extend insulation in thickness indicated to envelop entire area to be
insulated. Cut and fit tightly around obstructions and fill voids with
insulation. Remove projections that interfere with placement.
D. Apply single layer of insulation to produce thickness indicated.
E. Apply single layer of insulation to produce thickness indicated, unless
multiple layers are otherwise shown or required to make up total thickness.
3.4 INSTALLATION OF GENERAL BUILDING INSULATION
A. Apply insulation units to substrates by method indicated, complying with
manufacturer's written instructions. If no specific method is indicated,
bond units to substrate with adhesive or use mechanical anchorage to provide
permanent placement and support of units. `r
B. Install blankets (or batts) in cavities formed by framing members according
07210 - 2
r
t
to the following requirements:
1. Use blanket widths and lengths that fill cavities formed by framing
�. members. Where more than one length is required to fill cavity,
provide lengths that will produce a snug fit between ends.
2. Place blankets in cavities formed by framing members to produce a
friction fit between edges of insulation and adjoining framing members.
3. For wood -framed construction with faced blankets having stapling
! flanges, position insulation to produce 4 inch continuous air space
between insulation facing and inner surface of concealing finish
material, unless otherwise indicated. Secure insulation by inset,
stapling flanges to sides of framing members.
4. For wood -framed construction with faced blankets having stapling
d flanges, lap blanket flange over flange of adjacent blanket to produce
airtight installation after concealing finish material is in place.
C. Stuff glass -fiber loose -fill insulation into miscellaneous voids and cavity
spaces where shown. Compact to approximately 40 percent of normal maximum
volume equaling a density of approximately 2.5 lb/cu. ft.
3.5 INSTALLATION OF SAFING INSULATION
A. Install safing insulation to fill gap between edge of floor slabs or roof
decks and interior partitions safing clips spaced as needed to support
insulation, but not further apart than 24 inches o.c. Cut safing insulation
wider than gap to be filled to ensure compression fit and seal joint between
insulation and edge of slab with caulking approved by safing insulation
manufacturer for this purpose. Leave no voids in completed installation.
3.6 PROTECTION
A. General: Protect installed insulation and vapor retarders from damage due
to harmful weather exposures, physical abuse, and other causes. Provide
temporary coverings or enclosures where insulation is subject to abuse and
cannot be concealed and protected by permanent construction immediately
after installation.
END OF SECTION 07210
07210 - 3
SECTION 08211 - FLUSH WOOD DOORS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including the General
Instructions to Bidders, General Conditions, Special Conditions and
Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes the following:
1. Solid core flush doors with wood veneer faces.
2. Solid wood door frames.
B. Related Sections: The following Sections contain requirements that relate
to this Section:
1. Hollow core doors furnished with casework are specified in Section
06402.
2. Section 08710 Finish Hardware.
1.3 SUBMITTALS
A. General: Submit each item in this Article according to the Conditions of
the Contract and Division 1 Specification Sections.
B. Product data for each type of door, including details of core and edge
construction, trim for openings and louvers, and factory -finishing
specifications.
C. Shop drawings indicating location and size of each door, elevation of each
kind of door, details of construction, location and extent of hardware
blocking, fire ratings, requirements for veneer matching and factory
finishing and other pertinent data.
1.4 QUALITY ASSURANCE
A. Quality Standard: Comply with the following standard:
1. AWI Quality Standard: "Architectural Woodwork Quality Standards" of
the Architectural Woodwork Institute for grade of door, core,
construction, finish, and other requirements.
B. Fire -Rated Wood Doors: Provide wood doors that comply with NFPA 80; are
identical in materials and construction to units tested in door and frame
assemblies per ASTM E 152; and are labeled and listed by UL, Warnock Hersey,
or another testing and inspection agency acceptable to authorities having
jurisdiction.
C. Single -Source Responsibility: Obtain doors from one source and by a single
manufacturer.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Protect doors during transit, storage, and handling to prevent damage,
soiling, and deterioration. Comply with requirements of referenced standard
and manufacturer's instructions.
B. Identify each door with individual opening numbers as designated on shop
drawings, using temporary, removable, or concealed markings.
E
4
08211 - 1
1.6 WARRANTY
A. General Warranty: Door manufacturer's warranty specified in this Article
shall not deprive the Owner of other rights the Owner may have under other
provisions of the Contract Documents and shall be in addition to, and run
concurrent with, other warranties made by the Contractor under requirements
of the Contract Documents.
B. Door Manufacturer's Warranty: Submit written agreement on door
manufacturer's standard form signed by manufacturer, Installer, and
Contractor, agreeing to repair or replace defective doors that have warped
(bow, cup, or twist) more than 1/4 inch in a 42-by-84-inch section or that
show telegraphing of core construction in face veneers exceeding 0.01 inch
in a 3-inch span, or do not conform to tolerance limitations of referenced
quality standards.
1. Warranty shall also include installation and finishing that may be '-
required due to repair or replacement of defective doors where defect
was not apparent prior to hanging.
2. Warranty shall be in effect during the following period of time after
date of Substantial Completion. '`-
a. Solid Core Interior Doors: Life of installation.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Available Manufacturers: Subject to compliance with requirements, provide
products by one of the following:
1. Solid Core Doors:
a. Algoma Hardwoods Inc.
b. Buell Door Co.
C. Eggers Industries, Architectural Door Division.
d. Marlite.
e. Weyerhauser Co.
2.2 INTERIOR FLUSH WOOD DOORS
A. Solid Core Doors for Transparent Finish: 1 3/4" thickness comply with the
following requirements:
1. Faces (Refer to,Door Schedule on Drawings): Red oak, plain sliced.
2. Vertical Edges: Red oak for transparent finish.
3. Grade: Custom.
4. Construction: 7 plies.
5. Core: Solid wood -block, particleboard or mineral core with wood lock '—
blocks, as required to comply with the specified guarantee period.
6. Bonding: Stiles and rails bonded to core, then entire unit abrasive
planed before veneering.
B. Fire -Rated Solid Core Doors: 1 3/41' thickness comply with the following
requirements:
1. Faces and Grade: Provide faces and grade to match non -fire -rated doors
in same area of building, unless otherwise indicated.
2. Construction: Manufacturer's standard core construction as required to provide fire -resistance rating indicated.
3. Blocking: Provide composite blocking designed to maintain fire
resistance of door.
4. Edge Construction: Match non -fire -rated doors.
08211 - 2
2.3 FABRICATION
A. Fabricate flush wood doors to comply with following requirements:
1. In sizes indicated for job -site fitting.
2. Factory fit doors to suit frame -opening sizes indicated, with the
following uniform clearances and bevels:
a. Comply with clearance requirements of referenced quality standard
for fitting. Comply with requirements of NFPA 80 for fire -
resistance -rated doors.
B. Openings: Cut and trim openings through doors to comply with applicable
requirements of referenced standards for kind(s) of door(s) required.
1. Light Openings: Trim openings with matching wood moldings as
recommended by door manufacture.
2.4 INTERIOR WOOD DOOR FRAMES
A. Interior Wood Door Frames for Transparent Finish: Comply with the following
requirements:
1. Frame and Trim (Refer to Door Schedule on Drawings): Red oak, plain
sliced.
2. Grade: Custom.
3. Construction: Comply with AWI Standards and fire rating requirements.
4. Profile and Design: Refer to Drawings.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine installed door frames prior to hanging door:
1. Verify that frames comply with indicated requirements for type, size,
location, and swing characteristics and have been installed with plumb
jambs and level heads.
2. Reject doors with defects.
B. Do not proceed with installation until unsatisfactory conditions have been
corrected.
3.2 INSTALLATION
A. Hardware: For installation see Section 08710 Finish Hardware.
B. Manufacturer's Instructions: Install wood doors to comply with
manufacturer's instructions and referenced quality standard and as
indicated.
1. Install fire -rated doors in corresponding fire -rated frames according
pow
to requirements of NFPA 80.
C. Job -Fit Doors: Align and fit doors in frames with uniform clearances and
bevels as indicated below; do not trim stiles and rails in excess of limits
set by manufacturer or permitted with fire -rated doors. Machine doors for
hardware. Seal cut surfaces after fitting and machining.
1. Fitting Clearances for Non -Fire -Rated Doors: Provide 1/8 inch at jambs
and heads, 1/16 inch per leaf at meeting stiles for pairs of doors, and
11/8
inch from bottom of door to top of decorative floor finish or
covering. Where threshold is shown or scheduled, provide 1/4-inch
clearance from bottom of door to top of threshold.
2. Fitting Clearances for Fire -Rated Doors: Comply with NFPA 80.
r
08211 - 3
3. Bevel non -fire -rated doors 1/8 inch in 2 inches at lock and hinge r..
edges.
4. Bevel fire -rated doors 1/8 inch in 2 inches on lock edge; trim stiles
and rails only to extent permitted by labeling agency.
D. Factory -Fitted Doors: Align in frames for uniform clearance at each edge.
E. Factory -Finished Doors: Restore finish before installation, if fitting or
machining is required at the job site.
F. Field -Finished Doors: Refer to the following for finishing requirements:
1. Section 09900 Painting.
3.3 ADJUSTING AND PROTECTION
A. Operation: Rehang or replace doors that do not swing or operate freely.
B. Finished Doors: Refinish or replace doors damaged during installation.
C. Protect doors as recommended by door manufacturer to ensure that wood doors
will be without damage or deterioration at the time of Substantial
Completion.
END OF SECTION 08211
08211 - 4
F
�r SECTION 08410 - ALUMINUM ENTRANCES AND STOREFRONTS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of Contract, including General and
Supplementary Conditions and Division 1 Specification Sections, apply to
this Section.
1.2 SUMMARY
A. This Section includes the following types of aluminum storefront work:
1. Storefront -type framing system (fixed windows).
B. Related Sections:
1. Refer to Section 08800 for glass and glazing.
1.3 SYSTEM PERFORMANCE REQUIREMENTS
A. General: Provide aluminum storefront assemblies that comply with
performance characteristics specified, as demonstrated by testing the
manufacturer's corresponding stock assemblies according to test methods
indicated.
B. Design Requirements: Provide aluminum storefront systems that comply with
structural performance, air infiltration, and water penetration requirements
indicated.
1. Wind Loads: Provide aluminum storefront assemblies capable of
withstanding wind pressures of 20 psf (958 Pa) inward and 20 psf (958
Pa) outward acting normal to the plane of the wall.
1.4 SUBMITTALS
A. General: Submit the following in accordance with Conditions of the Contract
and
Division 1 Specification Sections.
1.
Product data for each aluminum storefront system required, including:
a. Manufacturer's standard details and fabrication methods.
p
b. Data on finishing, hardware and accessories.
C. Recommendations for maintenance and cleaning of exterior surfaces.
2.
Shop drawings for each aluminum storefront system required, including:
P
I
a. Layout and installation details, including relationship to
adjacent work.
b. Elevations at 1/4 inch = 1 foot (1:50) scale.
C. Detail sections of typical composite members.
d. Anchors and reinforcement.
e. Glazing details.
3.
Samples for Initial Color Selection: Submit pairs of samples of each
l
specified color and finish on 12-inch (300-mm) long sections of
extrusions or formed shapes. Where normal color variations are
anticipated, include 2 or more units in each set of samples indicating
extreme limits of color variations.
4.
Samples for Verification Purposes: The Architect reserves the right
to require additional samples, that show fabrication techniques and
workmanship, and design of hardware and accessories.
5.
Test Reports: Provide certified test reports from a qualified
r
08410 - 1
independent testing laboratory showing that aluminum storefront systems
have been tested in accordance with specified test procedures and
comply with performance characteristics indicated.
1.5 QUALITY ASSURANCE
A. Installer Qualifications: Engage an experienced Installer who has completed
installations of aluminum storefront similar in design and extent to those
required for the project and whose work has resulted in construction with
a record of successful in-service performance.
B. Manufacturer's Qualifications: Provide aluminum storefront systems produced
by a firm experienced in manufacturing systems that are similar to those
indicated for this project and that have a record of successful in-service
performance.
C. Fabricator Qualifications: Provide aluminum storefront systems fabricated
by a firm experienced in producing systems that are similar to those
indicated for this Project, and that have a record of successful in-service
performance. The fabricator shall have sufficient production capacity to
produce components required without causing delay in progress of the Work.
D. Single Source Responsibility: Obtain aluminum storefront systems from one
source and from a single manufacturer.
E. Design Criteria: The drawings indicate the size, profile, and dimensional
requirements of aluminum storefront work required and are based on KAWNEER
TRIFAB II 400 SERIES. Aluminum storefront by other manufacturers may be
considered, provided deviations in dimensions and profiles are minor and do
not change the design concept as judged by the Architect. The burden of
proof of equality is on the proposer.
1.6 PROJECT CONDITIONS
A. Field Measurements: Check openings by accurate field measurement before
fabrication. Show recorded measurements on shop drawings. Coordinate
fabrication schedule with construction progress to avoid delay of the work.
1. Where necessary, proceed with fabrication without field measurements,
and coordinate fabrication tolerances to ensure proper fit.
1.7 WARRANTY
A. Warranty: Submit a written warranty, executed by the manufacturer, agreeing
to repair or replace units that fail in materials or workmanship within the
specified warranty period. Failures include, but are not necessarily
limited to:
1. Structural failures including excessive deflection, excessive leakage
or air infiltration.
2. Faulty operation.
3. -Deterioration of metals, metal finishes and other materials beyond
normal weathering.
B. Warranty Period: 3 years after the date of Substantial Completion.
C. The warranty shall not deprive the Owner of other rights or remedies the
Owner may have under other provisions of the Contract Documents, and is in
addition to and runs concurrent with other warranties made by the Contractor
under requirements of the Contract Documents.
A
08410 - 2
)
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Available Manufacturers: Subject to compliance with requirements, provide
products by one of the following:
1. Amarlite Architectural Products.
2. Kawneer Company, Inc.
c 3. PPG Industries.
4. Tubelite Division of Indal, Inc.
} 2.2 MATERIALS
A. Aluminum Members: Alloy and temper recommended by the manufacturer for
strength, corrosion resistance, and application of required finish; comply
with ASTM B 221 (ASTM B 221M) for aluminum extrusions, ASTM B 209
(ASTM B 209M) for aluminum sheet or plate, and ASTM B 211 (ASTM B 211M) for
aluminum bars, rods and wire.
B. Carbon steel reinforcement of aluminum framing members shall comply with
ASTM A 36 (ASTM A 36M) for structural shapes, plates and bars, ASTM A 611
for cold rolled sheet and strip, or ASTM A 570 (ASTM A 570M) for hot rolled
sheet and strip.
C. Glass and Glazing Materials: Comply with requirements of "Glass and
Glazing" section of these specifications.
D. Fasteners: Provide fasteners of aluminum, nonmagnetic stainless steel, zinc
plated steel, or other material warranted by the manufacturer to be
noncorrosive and compatible with aluminum components, hardware, anchors and
other components.
1. Reinforcement: Where fasteners screw -anchor into aluminum members less
than 0.125 inches (3.2 mm) thick, reinforce the interior with aluminum
or nonmagnetic stainless steel to receive screw threads, or provide
standard noncorrosive pressed -in splined grommet nuts.
2. Exposed Fasteners: Do not use exposed fasteners except for application
of hardware. For application of hardware, use Phillips flat -head
machine screws that match the finish of member or hardware being
fastened.
2.3
COMPONENTS
A.
Storefront Framing System: Provide storefront framing systems fabricated
from extruded aluminum members of size and profile indicated. Include
subframes and other reinforcing members of the type indicated. Provide for
flush glazing storefront from the exterior on all sides without projecting
k
stops. Shop -fabricate and preassemble frame components where possible.
Provide storefront frame sections without exposed seams.
1. Mullion Configurations: Provide pockets at the inside glazing face to
j
receive resilient elastomeric glazing. Mullions and horizontals shall
F
be one piece.
2.4
FABRICATION
A.
General: Fabricate aluminum storefront components to designs, sizes and
thicknesses indicated and to comply with indicated standards. Sizes and
profile requirements are indicated on the drawings. Variable dimensions are
indicated, with maximum and minimum dimensions required, to achieve design
requirements and coordination with other work.
B.
Dissimilar Metals: Separate dissimilar metals with bituminous paint, or a
suitable. sealant, or a nonabsorptive plastic or elastomeric tape, or a
7
08410 - 3
gasket between the surfaces. Do not use coatings containing lead.
C. Continuity: Maintain accurate relation of planes and angles with hairline
fit of contacting members.
1. Uniformity of Metal Finish: Abutting extruded aluminum members shall
not have an integral color or texture variation greater than half the
range indicated in the sample pair submittal.
D. Fasteners: Conceal fasteners wherever possible.
2.5 FINISHES
A. General: Comply with NAAMM "Metal Finishes Manual" for recommendations
relative to application and designations of finishes.
B. Finish designations prefixed by "AA" conform to the system established by
the Aluminum Association for designating aluminum finishes.
C. Class I Color Anodized Finish: AA-M12C22A42/A44 (Mechanical Finish: as
fabricated, nonspecular; Chemical Finish: etched, medium matte; Anodic
Coating: Class I Architectural, clear film thicker than 0.7 mil (0.018 mm))
complying with AAMA 606.1 or AAMA 608.1..
1. Color: Dark Bronze (No.40).
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates and supports, with the Installer present, for compliance
with requirements indicated, installation tolerances, and other conditions
that affect installation of aluminum storefronts. Correct unsatisfactory
conditions before proceeding with the installation.
1. Do not proceed with installation until unsatisfactory conditions are
corrected.
3.2 INSTALLATION
A. Comply with manufacturer's instructions and recommendations for _
installation.
B. Set units plumb, level, and true to line, without warp or rack of framing
members,o r panels. Install components in proper alignment and relation to
established lines and grades indicated. Provide proper support and anchor
securely in place.
C. Construction Tolerances: Install aluminum storefront to comply with the
following tolerances:
1. Variation from Plane: Do not exceed 1/8 inch in 12 feet (3 mm in 8.7
m) of length or 1/4 inch (6 mm) in any total length.
2. Offset from Alignment: The maximum offset from true alignment between
two identical members abutting end to end in line shall not exceed 1/16
inch (1.5 mm).
3. Diagonal Measurements: The maximum difference in diagonal measurements -'
shall not exceed 1/8 inch (3 mm).
4. Offset at Corners: The maximum out -of -plane offset of framing at
corners shall not exceed 1/32 inch (0.8 mm).
D. Separate aluminum and other corrodible metal surfaces from sources of
corrosion or electrolytic action at points of contact with other materials.
1. Zinc or cadmium plate steel anchors and other unexposed fasteners after "
08410 - 4
fabrication.
2. Paint dissimilar metals where drainage from them passes over aluminum.
3. Paint aluminum surfaces in contact with mortar, concrete or other
masonry with alkali resistant coating.
E. Set sill members and other members in bed of sealant as indicated, or with
joint fillers or gaskets as indicated to provide weathertight construction.
Comply with requirements of Division 7 for sealants, fillers, and gaskets.
F. Refer to "Glass and Glazing" Section of Division 8 for installation of glass
and other panels indicated to be glazed into doors and framing, and not
preglazed by manufacturer.
3.3 CLEANING
A. Clean the completed system, inside and out, promptly after installation,
exercising care to avoid damage to coatings.
B. Clean glass surfaces after installation, complying with requirements
contained in the "Glass and Glazing" Section for cleaning and maintenance.
Remove excess glazing and sealant compounds, dirt and other substances from
aluminum surfaces.
3.4 PROTECTION
A. Institute protective measures required throughout the remainder of the
construction period to ensure that aluminum storefronts will be without
damage or deterioration, other than normal weathering, at time of
acceptance.
END OF SECTION 08410
08410 - 5
r SECTION 08710 - FINISH HARDWARE
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
r" A. Drawings and general provisions of the Contract, including General
Instructions to Bidders, General Conditions, Special Conditions and
Division-1 Specification Sections, apply to this Section.
PM 1.2 SUMMARY
A. This Section includes items known commercially as finish or door hardware
that are required for swing, sliding, and folding doors, except special
W types of unique hardware specified in the same sections as the doors and
door frames on which they are installed.
B. The extent of finish hardware is shown on the Drawings and as scheduled
herein.
C. Related Sections: The following Sections contain requirements that relate
to this Section:
1. Section 06402 Interior Architectural Woodwork.
2. Section 08211 Flush Wood Doors.
1.3 SUBMITTALS
A. General: Submit the following in accordance with Conditions of Contract and
Division 1 Specification sections.
B. Product data including manufacturers' technical product data for each item
of door hardware, installation instructions, maintenance of operating parts
and finish, and other information necessary to show compliance with
requirements.
C. Final hardware schedule coordinated with doors, frames, and related work to
ensure proper size, thickness, hand, function, and finish of door hardware.
1. Final Hardware Schedule Content: Based on hardware indicated, organize
schedule into "hardware sets" indicating complete designations of every
item required for each door or opening. Include the following
information:
a. Type, style, function, size, and finish of each hardware item.
b. Name and manufacturer of each item.
C. Fastenings and other pertinent information.
d. Location of each hardware set cross referenced to indications on
Drawings both on floor plans and in door and frame schedule.
e. Explanation of all abbreviations, symbols, and codes contained in
schedule.
f. Mounting locations for hardware.
g. Door and frame sizes and materials.
h. Keying information.
D. Samples of each type of exposed hardware unit in finish indicated and tagged
with full description for coordination with schedule. Submit samples prior
r to submission of final hardware schedule.
11. Samples will be returned to the supplier. Units that are acceptable
and remain undamaged through submittal, review, and field comparison
process may, after final check of operation, be incorporated in the
Work, within limitations of keying coordination requirements.
E. Templates for doors, frames, and other work specified to be factory prepared
08710 - 1
for the installation of door hardware. Check shop drawings of other work ^-
to confirm that adequate provisions are made for locating and installing
door hardware to comply with indicated requirements.
1.4 QUALITY ASSURANCE
A. Supplier Qualifications: A recognized architectural door hardware supplier,
that has a record of successful in-service performance for supplying
hardware similar in quantity, type, and quality to that indicated for this
Project and that employs an experienced architectural hardware consultant
(AHC) who is available to Owner, Architect, and Contractor, at reasonable
times during the course of the Work, for consultation.
1. Require supplier to meet with Owner to finalize keying requirements and
to obtain final instructions in writing.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Manufacturers: Subject to compliance with requirements, provide products
by one of the following:
1. Butts and Hinges:
a. Hager Hinge Co.
b. McKinney Products Co.
2. Cylinders and Locksets:
a. Corbin.
3. Miscellaneous Items:
a. Ives.
b. Pemko Manufacturing Co., Inc.
C. Triangle Brass Manufacturing Company (Trimco).
2.2 SCHEDULED HARDWARE
A. Requirements for design, grade, function, finish, size, and other
distinctive qualities of each type of finish hardware are indicated in the
"Hardware Schedule" at the end of this Section.
1. Manufacturer's Product Designations: The product designation and name �--
of one manufacturer are listed for each hardware type required for the
purpose of establishing minimum requirements. Provide either the
product designated or, where more than one manufacturer is specified
under the Article "Manufacturers" in Part 2 for each hardware type, the
comparable product of one of the other manufacturers that complies with
requirements.
2.3 MATERIALS AND FABRICATION
A. Manufacturer's Name Plate: Do not use manufacturers' products that have
manufacturer's name or trade name displayed in a visible location (omit
removable nameplates) except in conjunction with required fire -rated labels
and as otherwise acceptable to Architect.
1. Manufacturer's identification will be permitted on rim of lock
cylinders only.
B. Base Metals: Produce hardware units of basic metal and forming method
indicated, using manufacturer's standard metal alloy, composition, temper,
and hardness, but in no case of lesser (commercially recognized) quality
than specified for applicable hardware units by applicable ANSI/BHMA A156
series standards for each type of hardware item and with ANSI/BHMA A156.18
08710 - 2
Fz
for finish designations indicated. Do not furnish "optional" materials or
forming methods for those indicated, except as otherwise specified.
�.. C. Fasteners: Provide hardware manufactured to conform to published templates,
{ generally prepared for machine screw installation. Do not provide hardware
I that has been prepared for self -tapping sheet metal screws, except as
specifically indicated.
D. Furnish screws for installation with each hardware item. Provide Phillips
flat -head screws except as otherwise indicated. Finish exposed (exposed
under any condition) screws to match hardware finish or, if exposed in
PM surfaces of other work, to match finish of this other work as closely as
possible including "prepared for paint" surfaces to receive painted finish.
E. Provide concealed fasteners for hardware units that are exposed when door
is closed except to the extent no standard units of type specified are
available with concealed fasteners. Do not use thru-bolts for installation
where bolt head or nut on opposite face is exposed in other work unless
their use is the only means of reinforcing the work adequately to fasten the
hardware securely. Where thru-bolts are used as a means of reinforcing the
work, provide sleeves for each thru-bolt or use sex screw fasteners.
2.4
HINGES, BUTTS, AND PIVOTS
A.
Templates: Except for hinges and pivots to be installed entirely (both
leaves) into wood doors and frames, provide only template -produced units.
B.
Screws: Provide Phillips flat -head screws complying with the following
requirements:
J
1. For wood doors and frames install wood screws.
w..
2. For fire -rated wood doors install #12 x 1-1/4-inch (32-mm), threaded -
to -the -head steel wood screws.
3. Finish screw heads to match surface of hinges or pivots.
C.
Hinge Pins: Except as otherwise indicated, provide hinge pins as follows:
1
1. Out-Swing'Exterior Doors: Nonremovable pins.
2. Out -Swing Corridor Doors with Locks: Nonremovable pins.
r.
3. Interior Doors: Nonrising pins.
4. Tips: Flat button and matching plug, finished to match leaves, except
..
where hospital tip (HT) indicated.
D.
Number of Hinges: Provide number of hinges indicated but not less than 3
hinges per door leaf for doors 90 inches (2250 mm) or less in height and one
additional hinge for each 30 inches (750 mm) of additional height.
s:.
2.5
LOCK CYLINDERS AND KEYING
A. General: Supplier will meet with Owner to finalize keying requirements and
obtain final instructions in writing.
4 1. Except as otherwise indicated, all locksets shall be keyed to the
existing masterkey system.
B. Comply with Owner's instructions for masterkeying and, except as otherwise
indicated, provide individual change key for each lock which is not
designated to be keyed alike with a group of related locks.
1. Permanently inscribe each key with a number that identifies each lock
and cylinder manufacturer key symbol.
C. Keys Material and Quantity:
1. Provide keys of nickle silver only.
2. Furnish 3 change keys for each lock and 5 masterkeys for each master
system.
08710 - 3
3. Deliver all keys to Owner's representative.
2.6 HARDWARE FINISHES
A. The designations used in schedules and elsewhere to indicate hardware ---
finishes are the industry -recognized standard commercial finishes, except
as otherwise noted.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Mount hardware units at heights indicated in following applicable -�
publications, except as specifically indicated or required to comply with
governing regulations and except as otherwise directed by Architect.
1. NWWDA Industry Standard I.S.1.7, "Hardware Locations for Wood Flush
Doors."
B. Install each hardware item in compliance with the manufacturer's
instructions and recommendations. Where cutting and fitting is required to .—
install hardware onto or into surfaces that are later to be painted or
finished in another way, coordinate removal, storage, and reinstallation or
application of surface protection with finishing work specified in the
Division 9 Sections. Do not install surface -mounted items until finishes .�•
have been completed on the substrates involved.
C. Set units level, plumb, and true to line and location. Adjust and reinforce
the attachment substrate as necessary for proper installation and operation.
D. Drill and countersink units that are not factory prepared for anchorage
fasteners. Space fasteners .and anchors in accordance with industry
standards.
E. Seals: Comply with manufacturer's instructions and recommendations to the
extent installation requirements are not otherwise indicated.
3.2 ADJUSTING, CLEANING, AND DEMONSTRATING r
A. Adjust and check each operating item of hardware and each door to ensure
proper operation or function of every unit. Replace units that cannot be
adjusted to operate freely and smoothly or as intended for the application
made.
B. Clean adjacent surfaces soiled by hardware installation.
3.3 HARDWARE SCHEDULE
A. General: Provide hardware for each door to comply with requirements of
Section "Door Hardware," hardware set numbers indicated in door schedule,
and in the following schedule of hardware sets.
1. Hardware sets indicate quantity, item, manufacturer and product �.
designation, size, and finish or color, as applicable.
B. Heading #1: Doors Marked #1, #2, #3 and #4
each to have
1. 1.5 pr Hinges BB1279 4.5 x 4.5 x Us10A Hager
2. 1 Lockset CL3451 AZD 613 Corbin
3. 1 Wall Stop 1276CCS x Us10B Trimco
4. 3 Silencers Trimco
V
08710 - 4
C. Heading #2: Doors Marked #5 and Hollow Core Doors furnished with casework
(2 required)
each to have
1. 1.5 pr Hinges 1279 4.5 x 4.5 x Us10A Hager
2. 1 Closet Lockset CL3457 AZD 613 Corbin
3. 1 Wall Stop 1276CCS x Us10B Trimco
4. 3 Silencers Trimco
End of Hardware Schedule
END OF SECTION 08710
08710 - 5
F
SECTION 08800 - GLASS AND GLAZING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General
Instructions to Bidders, General Conditions, Special Conditions and
Division-1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes glazing for the following products, including those
specified in other Sections where glazing requirements are specified by
reference to this Section:
1. Fixed wood windows (side lites).
2. Storefront construction.
B. Related Sections:
1. Aluminum entrances and storefronts are specified in Section 08410.
1.3 SYSTEM PERFORMANCE REQUIREMENTS
A. General: Provide glazing systems that are produced, fabricated, and
installed to withstand normal thermal movement, wind loading, and impact
loading (where applicable), without failure including loss or glass breakage
attributable to the following: defective manufacture, fabrication, and
installation; failure of sealants or gaskets to remain watertight and
airtight; deterioration of glazing materials; and other defects in
construction.
1.4 SUBMITTALS
A. General: Submit the following according to Conditions of Contract and
Division 1 Specification Sections.
B. Product data for each glass product and glazing material indicated.
C. Samples for verification purposes of 12-inch square samples of each type of
glass indicated except for clear monolithic glass products, and 12-inch long
samples of each color required (except black) for each type of sealant or
gasket exposed to view. Install sealant or gasket sample between two strips
of material representative in color of the adjoining framing system.
1.5 QUALITY ASSURANCE
A. Glazing Publications: Comply with published recommendations of glass
product manufacturers and organizations below, except where more stringent
requirements are indicated. Refer to these publications for glazing terms
not otherwise defined in this Section or in referenced standards.
1. FGMA Publications: "FGMA Glazing Manual."
2. LSGA Publications: "LSGA Design Guide."
B. Glazier Qualifications: Engage an experienced glazier who has completed
glazing similar in material, design, and extent to that indicated for
Project with a record of successful in-service performance.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Protect glazing materials to comply with manufacturer's directions and as
needed to prevent damage to glass and glazing materials from condensation,
08800 - 1
temperature changes, direct exposure to sun, or other causes.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Available Products: Subject to compliance with requirements, provide
products by one of the following: --
1. ASG Industries, Inc.
2. CE Glass Division of Combustion Engineering, Inc.
3. Libbey Owens Ford. --
4. PPG Industries, Inc.
2.2 TEMPERED SAFETY GLASS
A. Tempered Safety Glass: Uncoated, heated -treated float glass complying with
ASTM C 1048, Condition A, Type I, Class 1, Quality q3, kind as indicated
below:
1. Kind: FT (fully tempered).
2. Thickness: 1/4" thick, or as required to comply with impact codes.
3. Color: Clear.
2.3 GLAZING MATERIALS
A. General: Provide products of material, size, and shape complying with
referenced glazing standard, requirements of manufacturers of glass and --
other glazing materials involved for glazing application indicated, and with
a proven record of compatibility with surfaces contacted in installation.
B. Cleaners, Primers and Sealers: Type recommended by sealant or gasket ._
manufacturer.
C. Setting Blocks: Elastomeric material with a Shore A durometer hardness of
85 plus or minus 5. -^
D. Spacers: Elastomeric blocks or continuous extrusions with a Shore A
durometer hardness required by glass manufacturer to maintain glass lites
in place for installation indicated.
E. Edge Blocks: Elastomeric material of hardness needed to limit glass lateral
movement (side -walking).
F. Plastic Foam Joint Fillers: Preformed, compressible, resilient,
nonstaining, nonextruding, nonoutgassing, strips of closed -cell plastic foam
of density, size, and shape to control sealant depth and otherwise
contribute to produce optimum sealant performance.
2.4 FABRICATION OF GLASS AND OTHER GLAZING PRODUCTS
A. Fabricate glass and other glazing products in sizes required to glaze
openings indicated for Project, with edge and face clearances, edge and
surface conditions, and bite complying with recommendations of product
manufacturer and referenced glazing standard as required to comply with
system performance requirements.
B. Clean cut or flat grind vertical edges of butt -glazed monolithic lites in
a manner that produces square edges with slight kerfs at junctions with
indoor and outdoor faces. --
08800 - 2
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine glass framing, with glazier present, for compliance with the
following:
1. Manufacturing and installation tolerances, including those for size,
squareness, offsets at corners.
2. Presence and functioning of weep system.
3. Minimum required face or edge clearances.
4. Effective sealing between joints of glass -framing members.
B. Do not proceed with glazing until unsatisfactory conditions have been
corrected.
3.2 PREPARATION
A. Clean glazing channels and other framing members receiving glass immediately
before glazing. Remove coatings that are not firmly bonded to substrates.
3.3 GLAZING, GENERAL
A. Comply with combined recommendations of manufacturers of glass, sealants,
gaskets, and other glazing materials, except where more stringent
requirements are indicated, including those in referenced glazing
publications.
rB. Glazing channel dimensions as indicated on Drawings provide necessary bite
on glass, minimum edge and face clearances, and adequate sealant
thicknesses, with reasonable tolerances. Adjust as required by Project
conditions during installation.
C. Protect glass from edge damage during handling and installation as follows:
1. Use a rolling block in rotating glass units to prevent damage to glass
corners. Do not impact glass with metal framing. Use suction cups to
shift glass units within openings; do not raise or drift glass with a
pry bar. Rotate glass lites with flares or bevels on bottom horizontal
edges so edges are located at top of opening, unless otherwise
indicated by manufacturer's label.
2. Remove damaged glass from Project site and legally dispose of off site.
Damaged glass is glass with edge damage or other imperfections that,
when installed, weaken glass and impair performance and appearance.
D. Apply primers to joint surfaces where required for adhesion of sealants, as
determined by preconstruction sealant -substrate testing.
E. Install elastomeric setting blocks in sill rabbets, sized and located to
comply with referenced glazing standard, unless otherwise required by glass
manufacturer. Set blocks in thin course of compatible sealant suitable for
heel bead.
s F. Do not exceed edge pressures stipulated by glass manufacturers for
installing glass lites.
G. Provide spacers for glass sizes larger than 50 united inches (length plus
height) as follows:
r 1. Locate spacers inside, outside, and directly opposite each other.
Install correct size and spacing to preserve required face clearances,
except where gaskets and glazing tapes are used that have demonstrated
ability to maintain required face clearances and comply with system
performance requirements.
2. Provide 1/8-inch minimum bite of spacers on glass and use thickness
08800 - 3
equal to sealant width. With glazing tape, use thickness slightly less
than final compressed thickness of tape.
H. Provide edge blocking to comply with requirements of referenced glazing --
publications, unless otherwise required by glass manufacturer.
I. Set glass lites in each series with uniform pattern, draw, bow, and similar
characteristics.
J. Where wedge-shaped gaskets are driven into one side of channel to pressurize
sealant or gasket on opposite side, provide adequate anchorage so gasket
cannot walk out when installation is subjected to movement.
K. Square cut wedge-shaped gaskets at corners and install gaskets in manner
recommended by gasket manufacturer to prevent corners from pulling away;
seal corner joints and butt joints with sealant recommended by gasket --
manufacturer.
3.4 TAPE GLAZING
A. Position tapes on fixed stops so that when compressed by glass their exposed
edges are flush with or protrude slightly above sightline of stops.
B. Install tapes continuously but not in one continuous length. Do not stretch
tapes to make them fit opening.
C. Where framing joints are vertical, cover these joints by applying tapes to
heads and sills first and then to jambs. Where framing joints are
horizontal, cover these joints by applying tapes to jambs and then to heads
and sills.
D. Place joints in tapes at corners of opening with adjoining lengths butted
together, not lapped. Seal joints in tapes with compatible sealant approved
by tape manufacturer.
E. Do not remove release paper from tape until just before each lite is
installed.
F. Apply heel bead of elastomeric sealant.
G. Center glass lites in openings on setting blocks and press firmly against
tape by inserting dense compression gaskets formed and installed to lock in
place against faces of removable stops. Start gasket applications at
corners and work toward centers of openings.
H. Apply cap bead of elastomeric sealant over exposed edge of tape.
3.5 GASKET GLAZING (DRY)
A. Fabricate compression gaskets in lengths recommended by gasket manufacturer
to fit openings exactly, with stretch allowance during installation.
B. Secure compression gaskets in place with joints located at corners to
compress gaskets producing a weathertight seal without developing bending
stresses in glass. Seal gasket joints with sealant recommended by gasket
manufacturer.
C. Install gaskets so they protrude past face of glazing stops.
3.6 SEALANT GLAZING (WET)
A. Install continuous spacers between glass lites and glazing stops to maintain
glass face clearances and to prevent sealant from extruding into glass
channel weep systems until sealants cure. Secure spacers in place and in ^y
position to control depth of installed sealant relative to edge clearance
08800 - 4
for optimum sealant performance.
B. Force sealants into glazing channels to eliminate voids and to ensure
complete wetting or bond of sealant to glass and channel surfaces.
C. Tool exposed surfaces of sealants to provide a substantial wash away from
glass. Install pressurized gaskets to protrude slightly out of channel to
eliminate dirt and moisture pockets.
3.7 LOCK -STRIP GASKET GLAZING
A. Comply with ASTM C 716 and gasket manufacturer's printed recommendations.
Provide supplementary wet seal and weep system unless otherwise indicated.
3.8 PROTECTION AND CLEANING
A. Protect exterior glass from breakage immediately after installation by
attaching crossed streamers to framing held away from glass. Do not apply
markers to glass surface. Remove nonpermanent labels, and clean surfaces.
B. Protect glass from contact with contaminating substances resulting from
.construction operations including weld splatter. If, despite such
protection, contaminating substances do come into contact with glass, remove
them immediately as recommended by glass manufacturer.
C. Examine glass surfaces adjacent to or below exterior concrete and other
masonry surfaces at frequent intervals during construction, but not less
than once a month, for build-up of dirt, scum, alkali deposits, or stains,
and remove as recommended by glass manufacturer.
D. Remove and replace glass that is broken, chipped, cracked, abraded, or
damaged in any way, including natural causes, accidents and vandalism,
during construction period.
E. Wash glass on both faces in each area of Project not more than 4 days prior
to date scheduled for inspections that establish date of Substantial
Completion. Wash glass as recommended by glass manufacturer.
END OF SECTION 08800
08800 - 5
E
SECTION 09255 - GYPSUM BOARD ASSEMBLIES
t
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General
Instructions to Bidders, General Conditions, Special Conditions and
Division-1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes the following:
1. Non -load -bearing steel framing members for gypsum board assemblies.
2. Gypsum board drywall assemblies including trim accessories.
3. Gypsum board finishing systems (joint treatments).
B. Related Sections: The following Division contain requirements that relate
to this Section:
1. Division 7 for thermal and sound attenuation insulation.
2. Division 9 for texture and painting.
1.3 DEFINITIONS
A. Gypsum Board Construction Terminology: Refer to ASTM C 11 and GA-505 for
definitions of terms related to gypsum board assemblies not defined in this
Section or in other referenced standards.
1.4 SUBMITTALS
A. General: Submit the following according to Conditions of the Contract and
Division 1 Specification Sections.
B.
Product data for each type of product specified.
1.5
QUALITY ASSURANCE
A.
Fire -Test -Response Characteristics: Where fire -rated gypsum board
assemblies are indicated, provide materials and construction identical to
those of assemblies tested for fire resistance per ASTM E 119 by an
independent testing and inspecting agency acceptable to authorities having
9
jurisdiction.
1. Fire Resistance Ratings: As indicated by reference to GA File Numbers
�.,
in GA-600 "Fire Resistance Design Manual" or to design designations in
UL "Fire Resistance Directory" or in the listing of another testing and
F
inspecting agency acceptable to authorities having jurisdiction.
B.
Single -Source Responsibility for Finishing Materials: Obtain finishing
materials from either the same manufacturer that supplies gypsum board and
other panel products or from a manufacturer acceptable to gypsum board
manufacturer.
1.6
DELIVERY, STORAGE, AND HANDLING
A.
Deliver materials in original packages, containers, or bundles bearing brand
name and identification of manufacturer or supplier.
t
B.
Store materials inside under cover and keep them dry and protected against
damage from weather, direct sunlight, surface contamination, corrosion,
r.
construction traffic, and other causes. Neatly stack gypsum panels flat to
prevent sagging.
09255 - 1
C. Handle gypsum board to prevent damage to edges, ends, and surfaces. Do not
bend or otherwise damage metal corner beads and trim.
1.7 PROJECT CONDITIONS
A. Environmental Conditions, General: Establish and maintain environmental
conditions for applying and finishing gypsum board to comply with ASTM C 840
and with gypsum board manufacturer's recommendations.
B. Room Temperatures: For nonadhesive attachment of gypsum board to framing,
maintain not less than 40 deg F. For adhesive attachment and finishing of
gypsum board, maintain not less than 50 deg F for 48 hours prior to
application and continuously after until dry. Do not exceed 95 deg F when
using temporary heat sources.
C. Ventilation: Ventilate building spaces, as required, for drying joint
treatment materials. Avoid drafts during hot dry weather to prevent --
finishing materials from drying too rapidly.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Available Manufacturers: Subject to compliance with requirements, provide
products by one of the following: �-
1. Steel Framing and Furring:
a. Dietrich Industries, Inc.
b. Gold Bond Building Products Div., National Gypsum Co.
C. United States Gypsum Co.
2. Gypsum Board and Related Products:
a. Domtar Gypsum.
b. Georgia-Pacific Corp.
C. Gold Bond Building Products Div., National Gypsum Co. --
d. United States Gypsum Co.
2.2 STEEL FRAMING FOR WALLS AND PARTITIONS
A. General: Provide steel framing members complying with the following
requirements:
1. Protective Coating: ASTM A 653, G40 hot -dip galvanized coating.
B. Steel Studs and Runners: ASTM C 645, with flange edges of studs bent back
90 deg and doubled over to form 3/16-inch-wide minimum lip (return) and
complying with the following requirements for minimum thickness of base
(uncoated) metal and for depth:
1. Thickness: 0.0179 inch, unless otherwise indicated.
2. Depth: 3-5/8 inches, unless otherwise indicated.
C. Furring Members: ASTM C 645; 0.0179 inch minimum thickness of base metal,
hat -shaped.
D. Fasteners for Metal Framing: Provide fasteners of type, material, size,
corrosion resistance, holding power, and other properties required to fasten
steel framing and furring members securely to substrates involved; complying
with the recommendations of gypsum board manufacturers for applications
indicated.
09255 - 2
7.
r" 2.3 GYPSUM BOARD PRODUCTS
A. General: Provide gypsum board of types indicated in maximum lengths
available to minimize end -to -end butt joints.
1. Thickness: Provide gypsum board in thicknesses indicated or, if not
otherwise indicated, in 5/8 inch thicknesses to comply with ASTM C 840
for application system and support spacing indicated.
2. Widths: Provide gypsum board in widths of 48 inches.
r ;
B. Gypsum Wallboard: ASTM C 36 and as follows:
1. Type: Type X fire -resistive -rated.
2. Edges: Tapered.
3. Thickness: 5/8 inch where indicated.
2.4 TRIM ACCESSORIES
A. Accessories for Interior Installation: Corner beads, edge trim, and control
joints complying with ASTM C 1047 and requirements indicated below:
1. Material: Formed metal, plastic, or metal combined with paper, with
metal complying with the following requirement:
a. Sheet steel zinc -coated by hot -dip process.
2. Shapes indicated below by reference to Fig. 1 designations in ASTM C
1047:
a. Corner bead on all outside corners.
b. LC -bead with both face and back flanges; face flange formed to
receive joint compound. Use LC -beads for edge trim unless
otherwise indicated.
C. L-bead with face flange only; face flange formed to receive joint
compound. Use L-bead where indicated.
d. U-bead with face and back flanges; face flange formed to be left
without application of joint compound. Use U-bead where
indicated.
e. One-piece control joint formed with V-shaped slot, with removable
strip covering slot opening.
2.5 JOINT TREATMENT MATERIALS
A. General: Provide joint treatment materials complying with ASTM C 475 and
the recommendations of both the manufacturers of sheet products and of joint
treatment materials for each application indicated.
B. Joint Tape for Gypsum Board: Paper reinforcing tape, unless otherwise
indicated.
1. Use ressure-sensitive or staple -attached open -weave glass -fiber
reinforcing tape with compatible joint compound where recommended by
manufacturer of gypsum board and joint treatment materials for
application indicated.
C. Setting -Type Joint Compounds for Gypsum Board: Factory -packaged, job -mixed,
chemical -hardening powder products formulated for uses indicated.
f
1. Where setting -type joint compounds are indicated as a taping compound
only or for taping and filling only, use formulation that is compatible
with other joint compounds applied over it.
2. For prefilling gypsum board joints, use formulation recommended by
gypsum board manufacturer for this purpose.
3. For filling joints and treating fasteners of water-resistant gypsum
backing board behind base for ceramic tile, use formulation recommended
4
Pow
09255 - 3
i
by the gypsum board manufacturer for this purpose. ~
4. For topping compound, use sandable formulation.
D. Drying -Type Joint Compounds for Gypsum Board: Factory -packaged vinyl -based
products complying with the following requirements for formulation and
intended use.
1. Ready -Mixed Formulation: Factory -mixed product.
a. Taping compound formulated for embedding tape and for first coat
over fasteners and face flanges of trim accessories.
b. Topping compound formulated for fill (second) and finish (third)
coats.
C. All-purpose compound formulated for both taping and topping
compounds. -
2.6 MISCELLANEOUS MATERIALS
A. General: Provide auxiliary materials for gypsum board construction that
comply with referenced standards and recommendations of gypsum board
manufacturer. B. Steel drill screws complying with ASTM C 1002 for fastening gypsum board to
steel members less than 0.033 inch thick and fastening gypsum board to
gypsum board.
C. Steel drill screws complying with ASTM C 954 for fastening gypsum board to
steel members from 0.033 to 0.112 inch thick.
D. Gypsum Board Nails: ASTM C 514.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates to which gypsum board assemblies attach or abut, cast -in -
anchors, and structural framing with Installer present for compliance with ^�
requirements for installation tolerances and other conditions affecting
performance of assemblies specified in this Section. Do not proceed with
installation until unsatisfactory conditions have been corrected.
3.2 INSTALLING STEEL FRAMING, GENERAL
A. Steel Framing Installation Standard: Install steel framing to comply with
ASTM C 754 and with ASTM C 840 requirements that apply to framing
installation.
B. Install supplementary framing, blocking, and bracing at terminations in
gypsum board assemblies to support fixtures, equipment services, heavy trim,
grab bars, toilet accessories, furnishings, or similar construction. Comply
with details indicated and with recommendations of gypsum board manufacturer
or, if none available, with "Gypsum Construction Handbook" published by
United States Gypsum Co.
C. Isolate steel framing from building structure at locations indicated to
prevent transfer of loading imposed by structural movement. Comply with
details shown on Drawings. —
1. Where building structure abuts ceiling perimeter or penetrates ceiling.
2. Where partition framing and wall furring abut structure except at
floor.
a. Provide slip- or cushioned -type joints as detailed to attain
lateral support and avoid axial loading.
09255 - 4
D. Do not bridge building expansion and control joints with steel framing or
furring members. Independently frame both sides of joints with framing or
furring members as indicated.
P 3.3 INSTALLING STEEL FRAMING FOR WALLS AND PARTITIONS
A. Install runners (tracks) at floors, ceilings, and structural walls and
columns where gypsum board stud assemblies abut other construction.
1. Where studs are installed directly against exterior walls, install
asphalt felt strips between studs and wall.
B. Installation Tolerances: Install each steel framing and furring member so
that fastening surfaces do not vary more than 1/8 inch from the plane formed
by the faces of adjacent framing.
C. Extend partition framing full height to structural supports or substrates
above suspended ceilings, except where partitions are indicated to terminate
at suspended ceilings. Cut studs 4 inch short of full height. Continue
framing over frames for doors and openings and frame around ducts
penetrating partitions above ceiling to provide support for gypsum board.
1. For STC-rated and fire -resistive -rated partitions requiring partitions
to extend to the underside of floor/roof slabs and decks or other
continuous solid structural surfaces to obtain ratings, install framing
around structural and other members extending below floor/roof slabs
and decks, as needed, to support gypsum board closures needed to make
partitions continuous from floor to underside of solid structure.
D. Install steel studs and furring in sizes and at spacings indicated but not
less than that required by the referenced steel framing installation
standard to comply with maximum deflection and minimum loading requirements
specified:
1. Single -Layer Construction: Space studs at 24 inches o.c.
E. Install steel studs so that flanges point in the same direction and so that
leading edges or ends of each gypsum board can be attached to open
(unsupported) edges of stud flanges first.
F. Frame door openings to comply with details indicated, with GA-219, and with
applicable published recommendations of gypsum board manufacturer. Attach
vertical studs at jambs with screws either directly to frames or to jamb
anchor clips on door frames; install runner track section (for cripple
studs) at head and secure to jamb studs.
1. Extend vertical jamb studs through suspended ceilings and attach to
underside of floor or roof structure above.
G. Frame openings other than door openings to comply with details indicated or,
if none indicated, in same manner as required for door openings. Install
framing below sills of openings to match framing required above door heads.
3.4 APPLYING AND FINISHING GYPSUM BOARD, GENERAL
A. Gypsum Board Application and Finishing Standards: Install and finish gypsum
panels to comply with ASTM C 840 and GA-216.
B. Install sound attenuation blankets where indicated prior to installing
gypsum panels unless blankets are readily installed after panels have been
installed on one side.
C. Install wall/partition board panels to minimize the number of abutting end
joints or avoid them entirely. Stagger abutting end joints not less than
one framing member in alternate courses of board. At stairwells and other
l
r 09255 - 5
f
high walls, install panels horizontally with end abutting joints over studs
and staggered.
D. Install gypsum panels with face side out. Do not install imperfect,
damaged, or damp panels. Butt panels together for a light contact at edges
and ends with not more than 1/16 inch of open space between panels. Do not
force into place.
E. Locate both edge or end joints over supports, except in ceiling applications
where intermediate supports or gypsum board back -blocking is provided behind
end joints. Position adjoining panels so that tapered edges abut tapered
edges, and field -cut edges abut field -cut edges and ends. Do not place
tapered edges against cut edges or ends. Stagger vertical joints over
different studs on opposite sides of partitions. Avoid joints at corners
of framed openings where possible.
F. Attach gypsum panels to steel studs so that the leading edge or end of each
panel is attached to open (unsupported) edges of stud flanges first.
G. Attach gypsum panels to framing provided at openings and cutouts.
H. Do not attach gypsum panels across the flat grain of wide -dimension lumber
including floor joists and headers. Instead, float gypsum panels over these
members using resilient channels or provide control joints to counteract
wood shrinkage.
I. Spot grout hollow metal door frames for solid core wood doors, hollow metal
doors, and doors over 32 inches wide. Apply spot grout at each jamb anchor
clip and immediately insert gypsum panels into frames.
J. Form control joints and expansion joints at locations indicated and as
detailed, with space between edges of adjoining gypsum panels, as well as
supporting framing behind gypsum panels.
K. Cover both faces of steel stud partition framing with gypsum panels in
concealed spaces (above ceilings, etc.), except in chase walls that are
braced internally.
1. Except where concealed application is indicated or required for sound,
fire, air, or smoke ratings, coverage may be accomplished with scraps
of not less than 8 sq. ft. in area.
2. Fit gypsum panels around ducts, pipes, and conduits.
3. Where partitions intersect open concrete coffers, concrete joists, and
other structural members projecting below underside of floor/roof slabs
and decks, cut gypsum panels to fit profile formed by coffers, joists,
and other structural members; allow 1/4-to-1/2-inch-wide joints to
install sealant.
L. Isolate perimeter of non -load -bearing gypsum board partitions at structural
abutments, except floors, as detailed. Provide 1/4-to-1/2-inch-wide spaces
at these locations and trim edges with U-bead edge trim where edges of
gypsum panels are exposed. Seal joints between edges and abutting
structural surfaces with acoustical sealant.
M. Floating Construction: Where feasible, including where recommended by
manufacturer, install gypsum panels over wood framing, with floating
internal corner construction.
N. Where STC-rated gypsum board assemblies are indicated, seal construction at
perimeters, behind control and expansion joints, openings, and penetrations
with a continuous bead of acoustical sealant including a bead at both faces
of the partitions. Comply with ASTM C 919 and manufacturer's
recommendations for location of edge trim and closing off sound -flanking
paths around or through gypsum board assemblies, including sealing
partitions above acoustical ceilings.
09255 - 6
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L
O. Space fasteners in gypsum panels according to referenced gypsum board
application and finishing standard and manufacturer's recommendations.
3.5 GYPSUM BOARD APPLICATION METHODS
A. Single -Layer Application: Install gypsum wallboard panels as follows:
1. On partitions/walls, apply gypsum panels vertically (parallel to
framing), unless otherwise indicated, and provide panel lengths that
will minimize end joints.
2. On Z-furring members, apply gypsum panels vertically (parallel to
framing) with no end joints. Locate edge joints over furring members.
B. Single -Layer Fastening Methods: Apply gypsum panels to supports as follows:
1. Fasten with screws.
J 3.6 INSTALLING TRIM ACCESSORIES
A. General: For trim accessories with back flanges, fasten to framing with the
same fasteners used to fasten gypsum board. Otherwise, fasten trim
accessories according to accessory manufacturer's directions for type,
length, and spacing of fasteners.
B. Install corner beads at external corners.
C. Install edge trim where edge of gypsum panels would otherwise be exposed or
semiexposed. Provide edge trim type with face flange formed to receive
joint compound except where other types are indicated.
1. Install LC -bead where gypsum panels are tightly abutted to other
construction and back flange can be attached to framing or supporting
substrate.
2. Install L-bead where edge trims can only be installed after gypsum
panels are installed.
3. Install U-bead where indicated.
3.7 FINISHING GYPSUM BOARD ASSEMBLIES
A. General: Apply joint treatment at gypsum board joints (both directions);
flanges of corner bead, edge trim, and control joints; penetrations;
fastener heads, surface defects, and elsewhere as required to prepare gypsum
board surfaces for decoration and levels of gypsum board finish indicated.
rB. Prefill open joints, rounded or beveled edges, and damaged areas using
setting -type joint compound.
r, C. Apply joint tape over gypsum board joints except those with trim accessories
having concealed face flanges not requiring taping to prevent cracks from
developing in joint treatment at flange edges.
D. Apply joint tape over gypsum board joints and to trim accessories with
concealed face flanges as recommended by trim accessory manufacturer and as
required to prevent cracks from developing in joint compound at flange
edges.
E. Levels of Gypsum Board Finish: Provide the following levels of gypsum board
finish per GA-214.
1. Level 1 for ceiling plenum areas, concealed areas, and where indicated,
unless a higher level of finish is required for fire -resistive -rated
assemblies and sound -rated assemblies.
2. Level 4 for gypsum board surfaces unless otherwise indicated.
F. For level 4 gypsum board finish, embed tape in joint compound and apply
09255 - 7
three separate coats of joint compound over joints, angles, fastener heads,
and accessories. Touch up and sand between coats and after last coat as
needed to produce a surface free of visual defects and ready for decoration.
Use one of the following joint compound combinations:
1. Embedding and First Coat: Ready -mixed, drying -type, all-purpose or
taping compound.
2. Fill (Second) Coat: Ready -mixed, drying -type, all-purpose or topping
compound. .-
3. Finish (Third) Coat: Ready -mixed, drying -type, all-purpose or topping
compound.
G. Where level 3 gypsum board finish is indicated, apply joint compounds —
specified for first and second coat in addition to embedding coat.
H. Where level 2 gypsum board finish is indicated, apply joint compound
specified for first coat in addition to embedding coat.
I. Where level 1 gypsum board finish is indicated, apply joint compound
specified for embedding coat.
3.8 CLEANING AND PROTECTION
A. Promptly remove any residual joint compound from adjacent surfaces.
B. Provide final protection and maintain conditions, in a manner suitable to
Installer, that ensures gypsum board assemblies remain without damage or
deterioration at time of Substantial Completion.
END OF SECTION 09255
09255 - 8
F
FSECTION 09511 - ACOUSTICAL PANEL CEILINGS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General
Instructions to Bidders, General Conditions, Special Conditions and
Division-1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes ceilings composed of acoustical panels and exposed
suspension systems.
1.3 SUBMITTALS
A. General: Submit each item in this Article according to the Conditions of
the Contract and Division 1 Specification Sections.
B. Product data for each type of product specified.
C. Samples for initial selection in the form of manufacturer's color charts
consisting of actual acoustical panels or sections of panels and sections
of suspension system members showing the full range of colors, textures, and
patterns available for each ceiling assembly indicated.
D. Samples for verification of each type of exposed finish required, prepared
on samples of size indicated below. Where finishes involve normal color and
texture variations, include sample sets showing the full range of variations
expected.
1. 6-inch square samples of each acoustical panel type, pattern, 'and
color.
2. Full-size samples of each acoustical panel type, pattern, and color.
►� 3. Set of 12-inch long samples of exposed suspension system members,
including moldings, for each color and system type required.
1.4 QUALITY ASSURANCE
A. Installer Qualifications: Engage an experienced Installer who has completed
acoustical panel ceilings similar in material, design, and extent to that
PM indicated for this Project and with a record of successful in-service
performance.
B. Fire -Test -Response Characteristics: Provide acoustical panel ceilings that
comply with the following requirements:
1. Fire -response tests are performed by a qualified testing and inspecting
agency. Qualified testing and inspecting agencies include Underwriters
Laboratories (UL), Warnock Hersey, or another agency that is acceptable
to authorities having jurisdiction and that performs testing and
follow-up services.
2. Surface -burning characteristics of acoustical panels comply with
ASTM E 1264 for Class A materials as determined by testing identical
products per ASTM E 84.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Deliver acoustical panels and suspension system components to Project site
in original, unopened packages and store them in a fully enclosed space
where they will be protected against damage from moisture, direct sunlight,
surface contamination, and other causes.
B. Before installing acoustical panels, permit them to reach room temperature
and a stabilized moisture content.
09511 - 1
C. Handle acoustical panels carefully to avoid chipping edges or damaging units
in any way.
1.6 PROJECT CONDITIONS
A. Space Enclosure and Environmental Limitations: Do not install acoustical
panel ceilings until spaces are enclosed and weatherproof, wet -work in
spaces is completed and dry, work above ceilings is complete, and ambient
temperature and humidity conditions are being maintained at the levels
indicated for Project when occupied for its intended use.
1.7 COORDINATION
A. Ceordinate layout and installation of acoustical panels and suspension
system components with other construction that penetrates ceilings or is
supported by them, including light fixtures, HVAC equipment, fire -
suppression system components (if any), and partition assemblies (if any).
PART 2 - PRODUCTS
2.1 CEILING PANELS, GENERAL
A. Available Manufacturers: Subject to compliance with requirements, provide
products by one of the following:
1. Armstrong World Industries, Inc.
2. Celotex Building Products Division.
3. USG Interiors, Inc.
2.2 CEILING PANELS
A. Fine Textured Triple Step Cut Edge Panels: Equal to, USG Interiors, Inc.,
Frost Pedestals I Item No.400, complying with the following requirements:
1. Color: White.
2. Edge Detail: PE.
3. Thickness: 3/4 inch. --
4. Size: 24 by 24 inches.
2.3 METAL SUSPENSION SYSTEMS, GENERAL
A. Metal Suspension System Standard: Provide manufacturer's standard metal
suspension systems of types, structural classifications, and finishes
indicated that comply with applicable ASTM C 635 requirements.
B. Finishes and Colors: Provide manufacturer's standard factory -applied finish
for type of system indicated.
C. Wire Hangers, Braces, and Ties: Provide wires complying with the following
requirements
1. Zinc -Coated Carbon Steel Wire: ASTM A 641, Class 1 zinc coating, soft
temper. --
2. Size: Select wire diameter so that its stress at 3 times the hanger
design load (ASTM C 635, Table 1, Direct Hung) will be less than the
yield stress of wire, but provide not less than 12 gauge.
D. Edge Moldings and Trim: Metal types and profiles indicated or, if not
indicated, provide manufacturer's standard molding for edges and
penetrations of ceiling which fits with type of edge detail and suspension
system indicated.
2.4 EXPOSED METAL DIRECT -HUNG SUSPENSION SYSTEMS:
A. Metal Suspension System Used With Fine Textured Panels: Equal to, USG
Interiors, Inc., Centricitee DXT24 System, 9/16" standard grid, complying
with the following requirements:
09511 - 2
r
A
1. Structural Classification: Intermediate -Duty System.
2. Finish: Standard corrosion -resistant finish.
3. Color: Match color of acoustical panels.
4. Hold Down Clip System: Corrosion resistant type as recommended by
suspension system manufacturer.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates and structural framing to which acoustical panel ceilings
attach or abut, with Installer present, for compliance with requirements
specified in this and other Sections that affect ceiling installation and
anchorage. Do not proceed with installation until unsatisfactory conditions
have been corrected.
3.2 PREPARATION
A. Coordination: Furnish layouts for cast -in -place anchors, clips, and other
ceiling anchors whose installation is specified in other Sections.
1. Furnish cast -in -place anchors and similar devices to other trades for
installation well in advance of time needed for coordinating other
work.
B. Measure each ceiling area and establish the layout of acoustical panels to
balance border widths at opposite edges of each ceiling. Avoid using less -
than -half -width panels at borders, and conform to the layout shown on
reflected ceiling plans.
3.3 INSTALLATION
A. General: Install acoustical panel ceilings to comply with publications
referenced below per manufacturer's instructions and CISCA "Ceiling Systems
Handbook."
1.
Standard for Ceiling Suspension System Installations: Comply with
$
ASTM C 636.
2.
U.B.C. Standard for Ceiling Suspension Systems: U.B.C. Standard No.
47-18.
B. Suspend ceiling hangers from building's structural members and as follows:
1.
Install hangers plumb and free from contact with insulation or other
r
objects within ceiling plenum that are not part of the supporting
structure or of the ceiling suspension system.
2.
Splay hangers only where required to miss obstructions; offset
resulting horizontal forces by bracing, countersplaying, or other
equally effective means.
3.
Splay hangers only where required, and if permitted with fire -
resistance -rated ceilings, to miss obstructions; offset resulting
horizontal forces by bracing, countersplaying, or other equally
effective means.
4.
Where width of ducts and other construction within ceiling plenum
produces hanger spacings that interfere with the location of hangers
at spacings required to support standard suspension system members,
install supplemental suspension members and hangers in the form of
trapezes or equivalent devices. Size supplemental suspension members
and hangers to support ceiling loads within performance limits
established by referenced standards and publications.
r
5.
Secure wire hangers to ceiling suspension members and to supports above
with a minimum of 3 tight turns. Connect hangers either directly to
structures or to inserts, eye screws, or other devices that are secure,
that are appropriate for substrate, and that will not deteriorate or
otherwise fail due to age, corrosion, or elevated temperatures.
6.
Secure flat, angle, channel, and rod hangers to structure, including
intermediate framing members, by attaching to inserts, eye screws, or
09511 - 3
other devices that are secure and appropriate for both the structure
to which hangers are attached and the type of hanger involved. Install
hangers in a manner that will not cause them to deteriorate or fail due
to age, corrosion, or elevated temperatures.
7. Secure bracing wires to ceiling suspension members and to supports with
a minimum of 4 tight turns. Fasten bracing wires to concrete with
cast -in -place or postinstalled anchors.
8. Do not support ceilings directly from permanent metal forms. Fasten
hangers to cast -in -place hanger inserts, powder -actuated fasteners, or
drilled -in anchors that extend through forms into concrete.
9. Do not attach hangers to steel deck tabs.
10. Do not attach hangers to steel roof deck. Attach hangers to structural
members.
11. Space hangers not more than 48 inches o.c. along each member supported
directly from hangers, unless otherwise shown; and provide hangers not
more than 8 inches from ends of each member.
C. Install edge moldings and trim of type indicated at perimeter of acoustical
ceiling area and where necessary to conceal edges of acoustical panels.
1. Screw attach moldings to substrate at intervals not over 16 inches o.c.
and not more than 3 inches from ends, leveling with ceiling suspension
system to a tolerance of 1/8 inch in 12 feet. Miter corners accurately
and connect securely.
2. Do not use exposed fasteners, including pop rivets, on moldings and
trim.
D. Install suspension system runners so they are square and securely
interlocked with one another. Remove and replace dented, bent, or kinked
members.
E. Install acoustical panels with undamaged edges and fitted accurately into
suspension system runners and edge moldings. Scribe and cut panels at
borders and penetrations to provide neat, precise fit.
1. Arrange directionally patterned acoustical panels as follows:
a. Install panels with pattern running in one direction - match
existing ceiling system.
2. For square -edged panels, install panels with edges fully hidden from --
view by flanges of suspension system runners and moldings.
3. Install hold-down clips in vestibules and corridors areas and other
areas as indicated. Provide clips areas required by governing
regulations, or for fire -resistance ratings; space as recommended by
panel manufacturer, unless otherwise indicated or required.
4. Protect lighting fixtures and air ducts to comply with requirements
indicated for fire -resistance -rated assembly.
3.4 CLEANING
A. Clean exposed surfaces of acoustical panel ceilings, including trim, edge
moldings, and suspension system members. Comply with manufacturer's
instructions for cleaning and touchup of minor finish damage. Remove and
replace ceiling components that cannot be successfully cleaned and repaired
to permanently eliminate evidence of damage.
END OF SECTION 09511
09511 - 4
r
FSECTION 09650 - RESILIENT FLOORING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General
Instructions to Bidders, General Conditions, Special Conditions and
Division-1 Specification Sections, apply to this Section.
1.2 SUMMARY
l
A.
This Section includes the following:
1. Rubber wall base.
+
2. Resilient flooring accessories.
1.3
SUBMITTALS
A.
General: Submit the following in accordance with Conditions of Contract and
Division 1 Specification Sections.
r.,
B.
Product data for each type of product specified.
i
C.
Samples for initial selection purposes of manufacturer's standard sample
sets in form of pieces cut from each type of product specified showing full
range of colors and patterns available.
D.
Samples for verification purposes in manufacturer's standard sizes, but not
less than 12 inches long, of each different color and pattern of product
specified.
i
1.4
QUALITY ASSURANCE
A.
Single -Source Responsibility for Products: Obtain each type and color of
product specified from a single source with resources to provide products
+.
of consistent quality in appearance and physical properties without delaying
progress of the Work.
B.
Fire Performance Characteristics: Provide products with the following fire
performance characteristics as determined by testing products per ASTM test
method indicated below by UL or another testing and inspecting agency
acceptable to authorities having jurisdiction.
1. Critical Radiant Flux: 0.45 watts per sq cm or more per ASTM E 648.
2. Smoke Density: Less than 450 per ASTM E 662.
r
1.5
DELIVERY, STORAGE, AND HANDLING
A.
Deliver products to Project site in original manufacturer's unopened cartons
and containers, each bearing names of product and manufacturer, Project
identification, and shipping and handling instructions.
B.
Store products in dry spaces protected from the weather with ambient
temperatures maintained between 50 deg F and 90 deg F.
C.
Move products into spaces where they will be installed at least 48 hours in
advance of installation.
1.6 PROJECT CONDITIONS
A. Maintain a minimum temperature of 70 deg F in spaces to receive products
specified in this Section for at least 48 hours prior to installation,
during installation, and for not less than 48 hours after installation.
After this period, maintain a temperature of not less than 55 deg F.
09650 - 1
f
B. Do not install products until they are at the same temperature as that of
the space where they are to be installed.
C. Close spaces to traffic during installation of products in this Section.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Available Rubber Base Manufacturers: Subject to compliance with
requirements, provide products by one of the following:
1. Johnson Rubber Co., Inc.
2. Roppe Rubber Co.
3. Vinyl Plastics, Inc.
2.2 RESILIENT WALL BASE
A. Rubber Wall Base: Products complying with FS SS-W-40a, Type I, and as
follows:
1. Gauge: 1/8".
2. Height: 4".
3. Style: Standard top -set cove.
4. Color: Equal to, VPI Premium Wall Base (120' rolls). Color as selected
by Architect from manufacturer's full range of standard colors.
2.3 RESILIENT ACCESSORIES
A. Resilient Flooring Accessories: Transition strips, reducer strips and other
such products as required to provide a complete floor system. Colors and
profiles as selected by Architect.
2.4 INSTALLATION ACCESSORIES
A. Adhesives: Water-resistant type recommended by manufacturer to suit
resilient flooring product and substrate conditions indicated..
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine areas where installation of products specified in this Section will
occur, with Installer present, to verify that substrates and conditions are
satisfactory for installation and comply with manufacturer's requirements
and those specified in this Section.
3.2 PREPARATION
A. General: Comply with manufacturer's installation specifications for
preparing substrates indicated to receive products indicated.
3.3 INSTALLATION
A. General: Install products specified in this Section using methods indicated
according to manufacturer's installation directions.
B. Apply resilient wall base to walls, columns, pilasters, casework, and other
permanent fixtures in rooms and areas where base is required. Install wall
base in lengths as long as practicable. Tightly adhere wall base to
substrate throughout length of each piece, with base in continuous contact
with horizontal and vertical substrates.
1. On masonry surfaces or other similar irregular substrates, fill voids
along top edge of resilient wall base with manufacturer's recommended
adhesive filler material.
2. Form outside corners on job from straight pieces of maximum lengths
09650 - 2
possible by shaving back of base at point where bending will occur.
l Remove a strip perpendicular to length of base and only deep enough to
produce a snug fit without bends whitening or removal of more than half
the thickness of wall base.
L C. Place resilient accessories so they are butted to adjacent materials of type
indicated and bond to substrates with adhesive. Install reducer strips at
edges of flooring that otherwise would be exposed.
6 3.4 CLEANING AND PROTECTION
A. Perform the following operations immediately after completing installation:
1. Remove visible adhesive and other surface blemishes using cleaner
recommended by manufacturers of resilient product involved.
END OF SECTION 09650
09650 - 3
F
SECTION 09680 - CARPET
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General
Instructions to Bidders, General Conditions, Special Conditions and
Division-1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes carpet and installation.
B. Related Sections: The following Sections contain requirements that relate
to this Section:
1. Division 2 Sections for removing existing flooring.
2. Division 9 Section "Resilient Flooring and Accessories" for materials
and installation.
1.3 SUBMITTALS
A. General: Submit each item in this Article according to the Conditions of
the Contract and Division 1 Specification Sections.
B. Product Data for each type of carpet material, carpet cushion, and
installation accessory specified. Submit manufacturer's printed data on
physical characteristics, durability, fade resistance, and fire -test -
response characteristics. Submit methods of installation for each type of
substrate.
C. Samples for initial selection in the form of manufacturer's color charts or
Samples of materials showing the full range of colors, textures, and
patterns available for each type of carpet indicated.
D. Samples for verification of the following products, in manufacturer's
standard sizes, showing the full range of color, texture, and pattern
variations expected. Prepare Samples from the same material to be used for
the Work. Label each sample with manufacturer's name, material type, color,
pattern, and designation indicated on Drawings and carpet schedule. Submit
the following:
1. 12-inch- (300-mm-) square Samples of each type of carpet material
required.
2. 12-inch (300-mm) Samples of each type of exposed edge stripping and
accessory item.
E. Maintenance data for carpet and cushion to include in the operation and
maintenance manual specified in Division 1. Include the following:
1. Methods for maintaining carpet and carpet cushion, including
manufacturer's recommended frequency for maintaining carpet.
2. Precautions for cleaning materials and methods that could be
detrimental to finishes and performance. Include cleaning and stain -
removal products and procedures.
1.4 QUALITY ASSURANCE
A. Installer Qualifications: Engage an Installer with not less than five years
experience and who is certified by the Floor Covering Installation Board
(FCIB) or who can demonstrate compliance with FCIB certification program
requirements.
09680 - 1
B. Single -Source Responsibility: Obtain each type of carpet from one source
and by a single manufacturer.
C. Carpet Fire -Test -Response Characteristics: Provide carpet with the
following fire -test -response characteristics as determined by testing
identical products per test method indicated below by UL or another testing
and inspecting agency acceptable to authorities having jurisdiction. '-
Identify carpet with appropriate markings of applicable testing and
inspecting agency.
1. Surface Flammability: Passes CPSC 16 CFR, Part 1630.
2. Flame Spread: 25 or less per ASTM E 84.
3. Smoke Developed: 450 or less per ASTM E 84.
1.5 DELIVERY, STORAGE, AND HANDLING
A. General: Comply with the Carpet and Rug Institute's CRI 104, Section 5:
"Storage and Handling."
B. Deliver materials to Project site in original factory wrappings and
containers, labeled with identification of manufacturer, brand name, and lot
number.
C. Store materials on -site in original undamaged packages, inside well -
ventilated area protected from weather, moisture, soilage, extreme
temperatures, and humidity. Lay flat, with continuous blocking off ground.
1.6 PROJECT CONDITIONS
A. General: Comply with CRI 104, Section 6: "Site Conditions."
B. Space Enclosure and Environmental Limitations: Do not install carpet until
space is enclosed and weatherproof, wet -work in space is completed and
nominally dry, work above ceilings is complete, and ambient temperature and
humidity conditions are and will be continuously maintained at values near
those indicated for final occupancy.
1.7 WARRANTY
A. General Warranty: The special warranty specified in this Article shall not
deprive the Owner of other rights the Owner may have under other provisions
of the Contract Documents and shall be in addition to, and run concurrent
with, other warranties made by the Contractor under requirements of the
Contract Documents.
B. Special Carpet Warranty: ,Submit a written warranty executed by carpet
manufacturer and Installer agreeing to repair or replace carpet that does
not meet requirements or that fails in materials or workmanship within the
specified warranty period. Failures include, but are not limited to, more
than 10 percent loss of face fiber, edge raveling, snags, runs, and
delamination.
C. Warranty Period: 10 years from date of Substantial Completion.
PART 2 - PRODUCTS
2.1 CARPET
A. Carpet: Collins & Aikman "Monet SL", and as specified below:
1. Pile Yarn Weight: 28.0 ounces per square yard.
2. Backing: Mark I RS
3. Color and Pattern: To match existing mezzanine carpet.
09680 - 2
4. Installation: Direct glue down installation.
2.2 INSTALLATION ACCESSORIES
A. Trowelable Underlayments and Patching Compounds: As recommended by the
following:
1. Carpet manufacturer.
B. Adhesives: Water-resistant, mildew -resistant, nonstaining type to suit
products and subfloor conditions indicated and to comply with flammability
requirements for installed carpet as recommended by the following:
1. Carpet manufacturer.
C. Seaming Cement: Hot -melt adhesive tape or similar product recommended by
carpet manufacturer for taping seams and butting cut edges at backing to
form secure seams and to prevent pile loss at seams.
D. Miscellaneous Materials: As recommended by carpet manufacturer and approved
by Architect to meet project circumstances and requirements.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine subfloors and conditions, with Installer present, for compliance
r with requirements for maximum moisture content, alkalinity range,
installation tolerances, and other conditions affecting performance of
carpet. Do not proceed with installation until unsatisfactory conditions
have been corrected.
r
B. Verify that subfloors and conditions are satisfactory for carpet
installation and comply with requirements specified in this Section and
those of the following:
1. Carpet manufacturer.
3.2 PREPARATION
A. General: Comply with carpet manufacturer's installation recommendations to
prepare substrates indicated to receive carpet installation.
B. Level subfloor within 1/4 inch in 10 feet (6 mm in 3 m), noncumulative, in
all directions. Sand or grind protrusions, bumps, and ridges. Patch and
repair cracks and rough areas. Fill depressions.
1. Use leveling and patching compounds to fill cracks, holes, and
depressions in subfloor as recommended by the following:
a. Carpet manufacturer.
C. Remove subfloor coatings, including curing compounds, and other substances
that are incompatible with adhesives and that contain soap, wax, oil, or
silicone.
D. Broom or vacuum clean subfloors to be covered with carpet. Following
cleaning, examine subfloors for moisture, alkaline salts, carbonation, or
dust.
E. Resilient -Flooring Substrate Preparation: Replace missing pieces of
existing resilient flooring or patch to level. Cut out peaked seams and
fill with latex underlayment as recommended by manufacturer. Repair
depressions with material recommended by the following:
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1. Carpet manufacturer. _
3.3 INSTALLATION
A. Direct Glue -Down Installation: Comply with CRI 104, Section 8: "Direct
Glue -Down."
B. Comply with carpet manufacturer's recommendations for seam locations and
direction of carpet; maintain uniformity of carpet direction and lay of
pile. At doorways, center seams under door in closed position. Do not
bridge building expansion joints with continuous carpet.
C. Cut and fit carpet to butt tightly to vertical surfaces, permanent fixtures,
and built-in furniture including cabinets, pipes, outlets, edgings,
thresholds, and nosings. Bind or seal cut edges as recommended by carpet
manufacturer.
D. Extend carpet into toe spaces, door reveals, closets, open -bottomed
obstructions, removable flanges, alcoves, and similar openings.
E. Install pattern parallel to walls and borders.
3.4 CLEANING
A. Perform the following operations immediately after completing installation.
1. Remove visible adhesive, seam sealer, and other surface blemishes using
cleaner recommended by carpet manufacturer.
2. Remove protruding yarns from carpet surface.
3. Vacuum carpet using commercial machine with face -beater element.
3.5 PROTECTION
A. General: Comply with CRI 104, Section 15: "Protection of Indoor
Installation."
B. Provide final protection and maintain conditions, in a manner acceptable to
manufacturer and Installer, that ensure- carpet is without damage or
deterioration at the time of Substantial Completion.
END OF SECTION 09680
09680 - 4
7
FSECTION 09900 - PAINTING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General
Instructions to Bidders, General Conditions and Division 1 Specification
Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes surface preparation, painting, and finishing of
exposed interior and exterior items and surfaces.
1. Surface preparation, priming, and finish coats specified in this
Section are in addition to shop -priming and surface treatment specified
under other Sections.
B. Paint exposed surfaces whether or not colors are designated in schedules,
except where a surface or material is specifically indicated not to be
painted or is to remain natural. Where an item or surface is not
specifically mentioned, paint the same as similar adjacent materials or
surfaces. If color or finish is not designated, the Architect will select
from standard colors or finishes available.
C. Painting is not required on prefinished items, finished metal surfaces,
concealed surfaces, operating parts, and labels.
1. Labels: Do not paint over Underwriters Laboratories, Factory Mutual
or other code -required labels or equipment name, identification,
performance rating, or nomenclature plates.
D. Related Sections: The following Sections contain requirements that relate
to this Section:
1. Divisions 15 and 16: Painting mechanical and electrical work is
specified in Divisions 15 and 16, respectively.
1.3 SUBMITTALS
A. General: Submit the following according to Conditions of the Contract and
Division 1 Specification Sections.
B. Product data for each paint system specified, including block fillers and
primers.
1. Provide the manufacturer's technical information including label
analysis and instructions for handling, storage, and application of
each material proposed for use.
2. List each material and cross-reference the specific coating, finish
system, and application. Identify each material by the manufacturer's
catalog number and general classification.
3. Certification by the manufacturer that products supplied comply with
local regulations controlling use of volatile organic compounds (VOCs).
C. Samples for initial color selection in the form of manufacturer's color
charts.
1. After color selection, the Architect will furnish color chips for
surfaces to be coated.
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09900 - 1
i
D. Samples for Verification Purposes: Provide samples of each color and
material to be applied, with texture to simulate actual conditions, on
representative samples of the actual substrate.
1.4 QUALITY ASSURANCE
A. Applicator Qualifications: Engage an experienced applicator who has _
completed painting system applications similar in material and extent to
those indicated for the Project that have resulted in a construction record
of successful in-service performance.
B. Single -Source Responsibility: Provide primers and undercoat paint produced
by the same manufacturer as the finish coats.
C. Field Samples: On wall surfaces and other exterior and interior components,
duplicate finishes of prepared samples. Provide full -coat finish samples
on at least 100 sq. ft. of surface until required sheen, color, and texture
are obtained; simulate finished lighting conditions for review of in -place
work. _
1. Final acceptance of colors will be from job -applied samples.
2. The Architect will select one room or surface to represent surfaces and
conditions for each type of coating and substrate to be painted. Apply _
coatings in this room or surface according to the schedule or as
specified.
a. After finishes are accepted, this room or surface will be used to _
evaluate coating systems of a similar nature.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Manufacturer: Subject to compliance with requirements, provide products of
one of the following:
1. Coronado Paint Company. (CP).
2. The Glidden Company (Glidden).
3. Benjamin Moore and Co. (Moore).
4. Kelly -Moore Paint Co. (K-M).
5. PPG Industries, Pittsburgh Paints (PPG).
6. Pratt and Lambert (P & L).
7. The Sherwin-Williams Company (S-W). _
8. Technical Coatings, Inc. (TCI).
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates and conditions under which painting will be performed for
compliance with paint application requirements. Surfaces receiving paint
must be thoroughly dry before paint is applied.
1. Do not begin to apply paint until unsatisfactory conditions have been
corrected. _
2. Start of painting will be construed as the Applicator's acceptance of
surfaces and conditions within a particular area.
B. Coordination of Work: Review other Sections in which primers are provided
to ensure compatibility of the total system for various substrates. On
request, furnish information on characteristics of finish materials to
ensure use of compatible primers.
1. Notify the Architect about anticipated problems using the materials
09900 - 2
F
Fspecified over substrates primed by others.
3.2 PREPARATION
A. General: Remove hardware and hardware accessories, plates, machined
surfaces, lighting fixtures, and similar items already installed that are
not to be painted, or provide surface -applied protection prior to surface
preparation and painting. Remove these items, if necessary, to completely
paint the items and adjacent surfaces. Following completion of painting
operations in each space or area, have items reinstalled by workers skilled
in the trades involved.
B. Cleaning: Before applying paint or other surface treatments, clean the
substrates of substances that could impair the bond of the various coatings.
Remove oil and grease prior to cleaning. Schedule cleaning and painting so
dust and other contaminants from the cleaning process will not fall on wet,
newly painted surfaces.
C. Surface Preparation: Clean and prepare surfaces to be painted according to
the manufacturer's instructions for each particular substrate condition and
as specified.
1. Wood: Clean surfaces of dirt, oil, and other foreign substances with
scrapers, mineral spirits, and sandpaper, as required. Sand surfaces
exposed to view smooth and dust off.
a. Scrape and clean small, dry, seasoned knots, and apply a thin coat
of white shellac or other recommended knot sealer before applying
primer. After priming, fill holes and imperfections in finish
surfaces with putty or plastic wood filler. Sand smooth when
dried.
b. Prime, stain, or seal wood to be painted immediately upon
delivery. Prime edges, ends, faces, undersides, and backsides of
wood, including cabinets, counters, cases, and paneling.
C. When transparent finish is required, backprime with spar varnish.
d. Backprime paneling on interior partitions where masonry, plaster,
or other wet wall construction occurs on backside.
e. Seal tops, bottoms, and cutouts of unprimed wood doors with a
heavy coat of varnish or sealer immediately upon delivery.
2. Ferrous Metals: Clean ungalvanized ferrous metal surfaces that have
not been shop -coated; remove oil, grease, dirt, loose mill scale, and
other foreign substances. Use solvent or mechanical cleaning methods
that comply with recommendations of the Steel Structures Painting
Council (SSPC).
�^ a. Blast steel surfaces clean as recommended by the paint system
manufacturer and according to requirements of SSPC specification
SSPC-SP 10.
b. Treat bare and sandblasted or pickled clean metal with a metal
treatment wash coat before priming.
f C. Touch up bare areas and shop -applied prime coats that have been
damaged. Wire -brush, clean with solvents recommended by the paint
manufacturer, and touch up 'with the same primer as the shop coat.
1 3. Galvanized Surfaces: Clean galvanized surfaces with nonpetroleum-based
solvents so that the surface is free of oil and surface contaminants.
Remove pretreatment from galvanized sheet metal fabricated from coil
stock by mechanical methods.
3.3 APPLICATION
A. General: Apply paint according to manufacturer's directions. Use
applicators and techniques best suited for substrate and type of material
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i
being applied.
B. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or
conditions detrimental to formation of a durable paint film.
1. Paint colors, surface treatments, and finishes are indicated in the
schedules.
2. Provide finish coats that are compatible with primers used.
3. The number of coats and the film thickness required are the same
regardless of the application method. Do not apply succeeding coats
until the previous coat has cured as recommended by the manufacturer.
Sand between applications where sanding is required to produce a smooth
even surface according to the manufacturer's directions.
4. Apply additional coats if undercoats, stains, or other conditions show
through final coat of paint until paint film is of uniform finish, _
color, and appearance. Give special attention to ensure that surfaces,
including edges, corners, crevices, welds, and exposed fasteners,
receive a dry film thickness equivalent to that of flat surfaces.
5. The term exposed surfaces includes areas visible when permanent or
built-in fixtures, convector covers, covers for finned tube radiation,
grilles, and similar components are in place. Extend coatings in these
areas, as required, to maintain the system integrity and provide
desired protection.
6. Paint surfaces behind movable equipment and furniture the same as
similar exposed surfaces. Before the final installation of equipment,
paint surfaces behind permanently fixed equipment or furniture with
prime coat only. _
7. Paint interior surfaces of ducts, where visible through registers or
grilles, with a flat, nonspecular black paint.
8. Paint back sides of access panels and removable or hinged covers to
match exposed surfaces.
9. Finish interior of wall and base cabinets and similar field -finished
casework to match exterior.
10. Finish exterior doors on tops, bottoms, and side edges same as exterior
faces.
11. Sand lightly between each succeeding enamel or varnish coat.
12. Omit primer on metal surfaces that have been shop -primed and touch-up
painted.
C. Scheduling Painting: Apply first coat to surfaces that have been cleaned,
pretreated, or otherwise prepared for painting as soon as practicable after
preparation and before subsequent surface deterioration.
1. Allow sufficient time between successive coats to permit proper drying.
Do not recoat until paint has dried to where it feels firm, does not
deform or feel sticky under moderate thumb pressure, and where
application of another coat of paint does not cause the undercoat to
lift or lose adhesion.
D. Application Procedures: Apply paints and coatings by brush, roller, spray,
or other applicators according to the manufacturer's directions.
1. Brushes: Use brushes best suited for the material applied.
2. Rollers: Use rollers of carpet, velvet back, or high -pile sheep's wool
as recommended by the manufacturer for the material and texture
required.
3. Spray Equipment: Use airless spray equipment with orifice size as
recommended by the manufacturer for the material and texture required.
E. Minimum Coating Thickness: Apply materials no thinner than the +
manufacturer's recommended spreading rate. Provide the total dry film
thickness of the entire system as recommended by the manufacturer.
F. Mechanical and Electrical Work: Painting mechanical and electrical work is
09900 - 4
r
limited to items exposed in mechanical equipment rooms and in occupied
spaces.
G. Prime Coats: Before applying finish coats, apply a prime coat of material,
as recommended by the manufacturer, to material that is required to be
painted or finished and that has not been prime -coated by others. Recoat
primed and sealed surfaces where evidence of suction spots or unsealed areas
in first coat appears, to ensure a finish coat with no burn -through or other
defects due to insufficient sealing.
H. Stipple Enamel Finish: Roll and redistribute paint to an even and fine
texture. Leave no evidence of rolling such as laps, irregularity in
texture, skid marks, or other surface imperfections.
I. Pigmented (Opaque) Finishes: Completely cover to provide a smooth, opaque
surface of uniform finish, color, appearance, and coverage. Cloudiness,
spotting, holidays, laps, brush marks, runs, sags, ropiness, or other
surface imperfections will not be acceptable.
J. Transparent (Clear) Finishes: Use multiple coats to produce a glass -smooth
surface film of even luster. Provide a finish free of laps, cloudiness,
color irregularity, runs, brush marks, orange peel, nail holes, or other
surface imperfections.
1. Provide satin finish for final coats.
K. Completed Work: Match approved samples for color, texture, and coverage.
Remove, refinish, or repaint work not complying with specified requirements.
3.4 CLEANING
A. Cleanup: At the end of each work day, remove empty cans, rags, rubbish, and
other discarded paint materials from the site.
1. After completing painting, clean glass and paint -spattered surfaces.
Remove spattered paint by washing and scraping. Be careful not to
scratch or damage adjacent finished surfaces.
3.5 PROTECTION
A. Protect work of other trades, whether being painted or not, against damage
by painting. Correct damage by cleaning, repairing or replacing, and
repainting, as acceptable to Architect.
B. Provide "Wet Paint" signs to protect newly painted finishes. Remove
temporary protective wrappings provided by others to protect their work
after completing painting operations.
1. At completion of construction activities of other trades, touch up and
restore damaged or defaced painted surfaces.
3.6 PAINT SCHEDULE
A. General: Provide the following paint systems for the various substrates,
as indicated.
B. Woodwork (For Opaque Finish):
1. Semigloss, Alkyd -Enamel Finish: Two finish coats over a primer.
a. Primer: PPG: 17-255 Quick -Drying Enamel Undercoater.
b. First and Second Coats: PPG: 27 Line Wallhide Semigloss Enamel.
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I 09900 - 5
C. Stained Woodwork:
1. Alkyd -Based, Satin -Varnish Finish: Two finish coats of alkyd -based,
clear -satin varnish over a sealer coat and an alkyd -based, interior
wood stain. Wipe filler before applying first varnish coat.
a. Filler Coat: Not required.
b. Stain Coat: PPG: 77-302 Interior Semi -Transparent Stain.
C. Sealer Coat: PPG: 77-30 Interior Quick -Drying Sealer.
d. First and Second Coats: PPG: 77-7 Rez Varnish, Satin Clear.
D. Ferrous Metal: ^
1. Semigloss Alkyd -Enamel Finish: One finish coat over undercoater and
a primer.
a. Primer: PPG: 6-208 Speedhide Rust Inhibitive Steel Primer.
b. Undercoat: PPG: 6-6 Speedhide Quick -Dry Enamel Undercoater.
C. Finish Coat: PPG: 27 Line Wallhide Semigloss Enamel. E. Zinc -Coated Metal:
1. Semigloss Alkyd -Enamel Finish: One finish coat over undercoat and a
primer.
a. Primer: PPG: 90-709 Pitt -Tech One Pack Interior/Exterior
Primer/Finish DTM Industrial Enamel.
b. Undercoat: PPG: 6-6 Speedhide Quick -Dry Enamel Undercoater.
C. Finish Coat: PPG: 27 Line Wallhide Semigloss Enamel.
F. Gypsum Drywall Systems:
1. Lusterless (Flat) Emulsion Finish: Three coats over texture
application.
a. Texture: See Texture Schedule below.
b. Primer: PPG: 6-2 Quick -Dry Latex Primer Sealer.
C. First Coat: PPG: 80 Line Wallhide Flat Latex Paint.
d. Second Coat: PPG: 80 Line Wallhide Flat Latex Paint.
G. Gypsum Drywall Systems Interior Texture:
1. Texture Application for All New Walls:
a. Primer: Of type recommended by manufacturer of texture finish.
b. Texture: Orange peel pattern as selected by Architect.
2. Texture Application for Repaired Existing Walls:
a. Primer: Of type recommended by manufacturer of texture finish.
b. Texture: To match existing.
END OF SECTION 09900
09900 - 6