HomeMy WebLinkAboutResolution - 4804 - Contract - Pharr Construction Comapny - ADA Renovations, CCAC - 04/13/1995Resolution No. 4804
April 13, 1995
Item #30
RESOLUTION
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the Mayor of the City of Lubbock BE and is hereby authorized and directed to
execute for and on behalf of the City of Lubbock a Contract and all related documents by and
between the City of Lubbock and Pharr Construction Company of Lubbock, Texas to furnish and
install all materials as bid for the ADA Renovations - Civic Center, Auditorium/Coliseum for the
City of Lubbock, which contract is attached hereto, which shall be spread upon the minutes of
the Council and as spread upon the minutes of this Council shall constitute and be a part of this
Resolution as if fully copied herein in detail.
Passed by the City Council this
ATTEST:
etty A johnsA, City Secretary
APPROVED AS TO CONTENT:
Victor Kilman, Purchasing Manager
APPROVED AS TO FORM:
Ddrfald G. Vandiver, First
Assistant City Attorney
DGV.dplccdocs\ADAREN0V..Res
Aprd 4,1995
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CITY OF LUBBOCK
SPECIFICATIONS FOR
A.D.A. RENOVATIONS
CIVIC CENTER AND AUDITORIUM/COLISEUM
BID #13194
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CITY OF LUBBOCK
Lubbock, Texas
,
CITY OF LUBBOCK
REQUEST FOR BIDS
FOR
TITLE: A.D.A. RENOVATIONS - CIVIC CENTER AND AUDITORIUWCOLISEUM
ADDRESS: LUBBOCK, TEXAS
BID NUMBER: 13194
PROJECT NUMBER: 9933.9211
CONTRACT PREPARED BY: PURCHASING DEPARTMENT
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INDEX
NOTICE TO BIDDERS
GENERAL INSTRUCTIONS TO BIDDERS
BID PROPOSAL - BID FOR LUMP SUM CONTRACTS
PAYMENT BOND
PERFORMANCE BOND
CERTIFICATE OF INSURANCE
CONTRACT
GENERAL CONDITIONS OF THE AGREEMENT
CURRENT WAGE DETERMINATIONS
SPECIFICATIONS
SPECIAL CONDITIONS
NOTICE OF ACCEPTANCE
NOTICE TO BIDDERS
oft
NOTICE TO BIDDERS
BID # 13194
Sealed bids addressed to Ron Shuffield, Senior Buyer, City of Lubbock, Texas, will be received at the office of the
Purchasing Manager, Municipal Bldg., 1625 13th St., Room L-04, Lubbock, Texas, 79401, until 2:00 o'clock p.m. on the 16th day
of March,1995, 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:
A.D.A. REMOVATIONS - CIVIC CENTER AND AUDITORIUM/COLISEUM
After the expiration of the time and date above first written, said sealed bids will be opened by the Buyer at his office and
publicly read aloud.
It is the sole responsibility of the bidder to insure that his bid is actually in the office of Purchasing Manager for the City of
Lubbock, prior to the expiration of the date above first written.
The City of Lubbock will consider the bids on the 13th day of AyAl.1995. 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 and payment bond in accordance with Article
5160, Vernon's Ann. Civil St., in the amount of 100% of the total contract price in the event that said contract price exceeds
$25,000.00. Said statutory bonds should be issued by a company carrying a current Best Rating of B or superior, as the rating of the
bond company is a factor that will be considered in determination of the lowest responsible bidder. If the contract price does not
exceed $25,000.00 the said statutory bonds will not be required.
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 proposal 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 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.
The plans, specifications, proposal forms and contract documents may be examined at the office of the Purchasing Manager
for the City of Lubbock, Lubbock, Texas.
Attention of each bidder is particularly called to the schedule of general prevailing rate of per diem wages included in the
contract documents on file in the office of the Purchasing Manager of the City of Lubbock, which document is specifically referred to
in this notice to bidders. Each bidder's attention is further directed to provision of Article 5159a, Vernon% 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.
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The City of Lubbock hereby notifies all bidders that in regard to any contract entered into pursuant to this advertisement,
minority and women business enterprises will be afforded equal opportunities to submit bids in response to this invitation and will
not be discriminated against on the grounds of race, color, sex, disability, or national origin in consideration for an award.
There will be a pre-bid conference on 8th day of March. 1995, at 11:00 o'clock a.m. at the Lubbock Municipal
,., Coliseum, 4th Street and Boston Avenue, Lubbock. TX.
The City of Lubbock does not discriminate against persons with disabilities. City of Lubbock pre-bid meetings and bid
openings are available to all persons regardless of disability. If you would like bid information made available in a more accessible
format or if you require assistance, please contact the Purchasing Department at (806) 767-2167 (Monday -Friday, 8:00 - 5:00 p.m.)
or 1625 13th Street Room L-04 at least 48 hours in advance of the meeting.
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ADVERTISEMENT FOR BIDS
BID # 13194
Sealed bids addressed to Ron Shuffield, Senior Buyer, Purchasing Department, City of Lubbock, Texas, will be received at
the Purchasing Office, Municipal Building, 1625 13th Street, Room L-04, Lubbock, Texas, 79401 until 2:00 o'clock p.m. on the
16th day of March. 1995 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:
A.D.A. RENOVATIONS - CIVIC CENTER AND AUDITORHWCOLISEUM
After the expiration of the time and date above first written, said sealed bids will be opened in the office of the Buyer and
publicly read aloud.
6 The plans, specifications, bid forms and contract documents may be examined at the office of the Purchasing Manager for
the City of 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, Texas. Each bidder's attention is further
directed to the provisions of Article 5159a, Vernon's Ann. Civil St., and the requirements contained therein concerning such wage
,.. scales and payment by the contractor of the prevailing rates of wages as heretofore established by the City of Lubbock.
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
j not be discriminated against on the grounds of race, color, sex, disability, or national origin in consideration for an award.
There will be a prebid conference on the 8th day of March. 1995. at 11.00 a.m. at the Lubbock Municipal Coliseum.
r, 4th Street and Boston Avenue, Lubbock. Texas.
The City of Lubbock does not discriminate against persons with disabilities. City of Lubbock pre bid meetings and bid
openings are available to all persons regardless of disability. If you would like bid information made available in a more accessible
format or if you require assistance, please contact the Purchasing Department at (806) 767-2167 (Monday -Friday, 8:00 - 5:00 p.m.)
or 1625 13th Street, Room L-04 at least 48 hours in advance of the meeting.
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GENERAL INSTRUCTIONS TO BIDDERS
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GENERAL INSTRUCTIONS TO BIDDERS
1. SCOPE OF WORK
The contractor shall furnish all labor, superintendence, machinery, equipment and all materials necessary to complete this
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project in accordance with contract documents for the A.D.A. RENOVATIONS -MW CENTER AND
AUDITORIUM/COLISEUM.
�- 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
r of this pmject and shall be responsible for the satisfactory completion of all work contemplated by said contract documents.
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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. TIME AND ORDER FOR COMPLETION
rThe construction covered by the contract documents shall be fully completed within 160 (One Hundred Sixty) 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.
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5. PAYMENT
All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the contract
documents.
6. 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.
7. 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
k 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.
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8. 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).
9. 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.
10. 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 proposed
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.
11. 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.
12. PROTECTION OF SUBSURFACE LINES AND STRUCTURES
It shall be the Contractor's responsibility to prosecute the work contemplated by the contract documents in such away 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.
13. 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
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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.
14. EXPLOSIVES
The use of explosives will not be permitted unless written permission to do so is obtained by the Contractor from the City.
An all cases where written permission is obtained for the use of explosives, the Contractor shall assume full responsibility for
all damage which may occur as a direct or indirect result of the blasting. In addition, in all cases where explosives are
authorized to be used, the Contractor shall use utmost care so as not to endanger life or property and the Contractor shall
further use only such methods as are currently utilized by persons, firms, or corporations engaged in similar type of
' construction activity.
,.. Explosive materials shall not be stored or kept at the construction site by the Contractor.
In all uses where explosives are to be used during the construction of the project contemplated by this contract, it shall be
the duty of the Contractor to notify each utility company having structures (above or below the ground) in proximity to thesite of the work of Contractor's intention to use explosives, and such notice shall be given sufficiently in advance to enable
the companies to take such steps as they may deem necessaryto protect their property from injury. Such notice, however,
shall not relieve the Contractor of responsibility for any damage resulting from his blasting operations.
15. 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.
r 16. 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 insurance certificates furnished shall name the City as an additional insured and shall further state that all
subcontractors are named as additional insureds, 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.
17. 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 d on this project shall not be less than
g P� P J 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 5159x, 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:
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(1) The project being constructed is essential to the City of Lubbock's ability to provide the necessary service to its citizens.
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(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 arty 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 continence 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.
18. 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, sworn, 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.
19. PROVISIONS CONCERNING ESCALATOR CLAUSES
Proposals submitted containing arty conditions which provide for changes in the stated bid price due to increases or
decreases in the cost of materials, labor or other items required for the project will be rejected and returned to the bidder
without being considered.
20. PREPARATION FOR PROPOSAL
The bidder shall submit his proposal 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 proposes to do the work contemplated or
furnish the materials required. Such prices shall be written in ink, distinctly and legibly, or typewritten. In case of
discrepancy between the price written in words and the price written in figures, the price written in words shall govern. If
the proposal is submitted by an individual, his name must be signed by him or his duly authorized agent. If a proposal is
submitted by a firm, association, or partnership, the name and address of each member must be given and the proposal
signed by a member of the firm, association or partnership, or person duly authorized. If the proposal is submitted by a
company or corporation, the company or corporate name and business address must be given, and the proposal signed by an
official or duly authorized agent. Powers of attorney authorizing agents or others to sign proposals must be properly
certified and must be in writing and submitted with the proposal. The proposal shall be executed in ink.
Each proposal 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) Proposal for (description of the project).
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Bid proposals may be withdrawn and resubmitted at any time prior to the time set for opening of the bids, but no proposal
may be withdrawn or altered thereafter.
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 Proposal.
(d) Statutory Bond (if required).
(e) Contract Agreement.
M General Conditions.
(g) Special Conditions (if any).
(h) Specifications.
(i) Insurance Certificates.
07 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.
BID PROPOSAL
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BID PROPOSAL
LUMP SUM PROPOSAL CONTRACT
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. ; PLACE:
Lubbock
DATE: March 23, 1995
PROJECT NUMBER: 13194 - A.D.A. RENOVATIONS - CIVIC CENTER AND AUDITORIUM/COLISEUM
!w Proposal of Pharr Construction Co.. Inc. d/b/a Pharr & Company (hereinafter called Bidder)
j To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner)
( Gentlemen:
The Bidder, in compliance with your invitation for bids for the construction of a A.D.A. RENOVATIONS
CIVIC CENTER AND ADDITORIUM/COLISEUM Bid 412194 Project #9933.9211
having carefully examined the plans, specifications, instructions to bidders, notice to bidders and all other related contract
documents and the site of the proposed work, and being familiar with all of the conditions surrounding the construction of the
proposed project including the availability of materials and labor, hereby proposes 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: tliu /7`x!/6/
SERVICES: (` wf h� '�X" t 16� •SC�i 1/C���ir` (�_ ��0, l�n�, ot5 )
TOTAL BID:
r (Amount shall be shown in both words and figures. In case of discrepancy, the amount shown in words shall govern)
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 160 (One Hundred Slaw) 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 $100.00 (ONE 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 proposal shall be completed and submitted in accordance with instruction
number 20 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 period of 30 calendar
,.- pe thirty ( ) days after the
scheduled closing time for receiving bids.
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The undersigned Bidder hereby declares that he has visited the site of the work and has cardidly examined the plans,
specifications and contract documents pertaining to the work covered by this bid, and he further agrees to commence work on or
i- 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 cashieet check or certified
7 check issued by a bank satisfactory to the City of Lubbock, or a proposal bond from a reliable surety company, payable without
recourse to the order of the City of Lubbock in an amount not less than five percent (5% ) of the total amount of the bid submitted as
a guarantee that bidder will enter into a contract and execute all necessary bonds (if required) within 10 days after notice of award of
r the contract to him.
Enclosed with this proposal is a Cashier's Check or Certified Check for N/A
Dollars (S ) or a Proposal Bond in the sum of 5% of total amount bid Dollars
which it is agreed shall be collected and retained by the Owner as liquidated damages in the event the proposal is accepted by the
Owner and the undersigned fails to execute the necessary contract documents and the required bond (if arrq) with the Owner within
ten (10) days after the date of receipt of written notification of acceptance of said proposal; otherwise, said check or bond shall be
7 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 aocordance with the Notice to Bidders.
Bidder acknowledges addenda #1, #2, #3, & #4 Pharr ConstructiontCo., Inc.
,�. d/b/a Pharr & Company
Contractor
John K. Pharr, Vice—President
_ (Seal if Bidder is a Coriwrition) . .
1.
2.
3.
4.
S.
6.
7.
8.
9.
10.
1111-0,441,
LIST OF SUBCONTRACTORS
Minority Owned
Yes No
A ILII [r N-ff- ED STATES
FID ARANTY COMPANY
(A c1 i
BID BOND
BONDNUMBER...........................................».................»...........»»...»..
KNOW ALL MEN BY THESE PRESENTS:
THAT .» Pharr . Construction CO . ! » Inc . » dba. »Pharr & Com anx».»...» ».....».»» ..».»». »....... ».». » . »» .
............»........................»......»......»......»...............».................................. of .....» gX r....Two$.......»..........»....».»...»....»..»»»..»....»»»»..
.».............................. ».... .»........................ .............. ..... »..................... .... ........... .......... ..»......», as Principal , and UNITED STATES FIDELITY AND
GUARANTY COMPANY, a Maryland corporation, as Surety, are held and firmly bound unto ........ »....... ».....................................».».»...,» ..».,..»». »,.
.....................City... ..» .. ................. ».»....... »......... »».... ».».... »........... ».».».».»......... ».»............... ........ ».... ».............. »
as Obligee, In the full and Just sum of ................. ............. Flip...PFT... W... MIM...HII)..BY..P�Ii'.&Ir-.--� .-.
..........»............................. ».».......... #5t--.0f..b;W.......... .......... »..».... ...... »..»».»..................... .»....»» ......»..» ....».»»..».» ....».»....».......... Dollars,
lawful money of the United States, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors,
administrators, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the sold Principal Is herewith submitting its proposal
A.D.A. Renovations—Civic Center & Auditorium/Coliseum
THE CONDITION OF THIS OBLIGATION is such that if the aforesaid Principal shall be awarded the contract the said Principal will, within the
time required, enter into a formal contract and give a good and sufficient bond to secure the performance of the terms and conditions of
the contract, then this obligation to be void., otherwise the Principal and Surety will pay unto the Obligee the difference in money between
the amount of the bid of the said Principal and the amount for which the Obligee legally contracts with another party to perform the work
if the latter amount be in excess of the former, but in no event shall liability hereunder exceed the penal sum hereof.
Signed, sealed and. delivered .... »... 3-21_9..5.» ..................»....»
(Date)
Pharr Construction Co., Inc. dba Pharr
Contract I1 (Revised) (1-74)
ohn K. Pharr, Vice -President
UNITED ST ES FIDELITY AND GUARANTY COMPANY
Staci. Gross Attorney -in -tact
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PM
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986923
UNITED STATES FIDELITY AND GUARANTY COMPANY
POWER OF ATTORNEY
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NO. 108673 IISIRAIti
KNOW ALL MEN BY THESE PRESENTS: That UNITED STATES FIDELITY AND GUARANTY COMPANY. a eorpomation organized and existing
ander the laws of the State of Maryland and Laving its principal office at the City of Bakimore, in the State of Maryland, does bereby constitute and appoint
Donal Boley, Steve Deal, Laura Espinoza and Staci Gross
of the City of Wichita Falls , State of Texas its terse and lawful Auomey(s}in-Fact, each in their separate
capacity ifmore than one is named above. to sign its name as surely to, and to execute, seal and wbowledge any and all bonds, undestabugs, contracts and other
written butmments in the nature thereof on behalf of the Company in its business of stir nweing the fidelity ofpersons; guaranteeing the performance of contracts;
and executing or guaranteeing bonds and nndectakings required or permitted in any actions or proceedings allowed by law.
Tn Witness Whereof: the said UNITED STATES FMET.TTY AND GUARANTY COMPANY has ansed this instrument to be soled with its corporate seal.
duly attested by the signatures of its Senior Vice President and Assistant Secretary. this 5th day of August . A.D. 19 94.
UNITED STATES FIDELITY AND GUARANTY COMPANY
94"a9�
(M) By...�.... ... ......................
oy _ Bs Senior Vice President
b.
'�►f pt1� (Signed) BY........ ......... . ::.............
Assistant Secretary
STATE OF MARYLAND) ° •—
Ss.. ,
BAI,MMORE C[IY )
Onthis 5th dayof August —.AxL l9 94 b&= came I Robert J. Lamendola
Senior Vice President of the UNITED STATES FIDELITY AND GUARANTY COMPANY and Paul D . .Sims . Assistant
Secretary of said Company. with bah of whom I am personally acquainted. who" by me severally duly sworn. said, that they, the said Robert J.
Lamendola and Paul D;. 'S ims ` ` on respectively the Senior Vim President and the Assistant Secretary of
the said UNTIED STATES F13DEM AND GUARANTY COMPANY, the corporation dacnbed in and which executed the foregoing Power of Attomey; that they
each knew the seal of said corporation; that the sal affixed to said Power of Attorney was such eotpoasr saL that it was so affixed by order of the Board of Directors
of said eoxpontion. and that they signed their names thereto by like order as Senior Via President and Assistant Seeretaty, respectively, of the Company.
My commission expires the 11th day in >, March �;'?A.D:19 9555.. h --
(Signed]
Gi
roan 4����� NOTARY PUBLIC
This Power of Attorney is granted under and by antbority of Use following Resolution adopted by the Board of Directors of the UNr ED STATES
FIDELITY AND GUARANTY COMPANY on September 24, 1992:
RESOLVED, that in connection with Use fidelity and surety ituuance business of the Company, a H bonds, mtdeaskings, contacts and other instmments
relating to said business may be signed. vomited. and ad mowledged by peaons or entities appointed as Attomey(*in-Fact pursuant to a Power of Attorney issued in
accordance with these resolutions. Said Power(s) of Attorney for and on behalf of the Company may and shall be executed in the same and on behalf of the Company.
either by the Chairman, or the Posideat. oras Executive Vice President. or a Senior Via Presidem, or a Vice Ptuuident or an Assistant Vme President, jointly with the
Secretary oras Assistant Secretary, undertheir respective designations. The signstre of such of cert may be engraved, printed or lillwgaphed. The signature of each
of the foregoing officers and the sal of the Company may be of rood by fiesimmTe to any Powerof Attorney or to any certificate relating thereto appointing
Attomey(s)oin-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the natmre thereof and, unless subsequently
revoked and subject to any limitations set forth them any such Power of Attomey or catilicaw bearing such 6csimile sigumm or fincsimile sal shallbe valid and
binding upon the Company and any such power so vomited and rectified by such facsimile signature and ffaesimite seal shall be valid and binding upon the Company
with respeetto any bond orundataking to which it is validly attached
RESOLVED, that Attomey(s)-in-Ead shall have the power and authority, unless subsequently revoked and. in nary can, subject to the terms and limitations
of the Power of Anomey issued to them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings,
and otherwdtings obligatory in the nature thereof and any such instrument executed by such Aftorney(s)-in-Fact shall be as binding upon the Company as if signed by
an Executive Officer and sealed and attested to by the Secretary of the Company.
L Paul D. Sims . an Assistant Secretary of dw UNITED STATES FIDELrTY AND GUARANTY COMPANY,
do hereby certify that the foregoing is a true excerpt from the Resolution of the said company as adopted by its Board of Directors on September 24. 1992 and that this
Resolution is in fill force and effect
L the undersigned Assistant Secretary of the UNTIED STATES FIDELITY AND GUARANTY COMPANY do hereby mersify that the foregoing Power of
Attorney is in full force and effect and has as been revoked.
In Testimony Wbereof, I have hereunto net my bawd and the seal of STATES FIDELITY AND GUARANTY COMPANY on this 23rddlY
Of MdrCj1 .19 95 Ltd
oda u ...............................
aloe � Assistant semrerary
FS 3 (10.92) �:
7
7
t
0
PAYMENT BOND
BOND CHECK
BEST RATING
LICE
DATw
S
U S F+C" UNITED STATES FIDELITY AND GUARANTY COMPANY -
7 -11SIIIIrI
TEXAS STATUTORY PAYMENT BOND
(Penalty of this bond must be 100% of Cantracx amount))
STAVE OF TEXAS
r COUNTY OF Bond Number 18 ,0120. 16878, 95.6 .........
E KNOW ALL MEN BY THESE PRESENTS:
r That ..... Pharx. �V�4t3txvAt� P.A: �Q r a..�AS . Ab4. XbA1Zr. A . PRIPPA Y .....................................
v......................................................................................................................
(hereinafter called the Principal), as Principal, and UNITED STATES FIDELITY AND GUARANTY COMPANY, a
6..
corporation organized under the laws of the State of Maryland, a Corporate Surety authorized and admitted to do
business in the State of Texas and licensed by the State of Texas to execute bonds as Surety, (hereinafter called the
Surety), as Surety, are held and firmly bound unto.................................................................... .
i
.. City.. Rf .Lubbock................................................................................................
"" (hereinafter called the Obligee), in the penal sum of , , TWO HUNDRED.SIXTY .SIX..THOUSAND.AND .NO/.100 ....---.......
.........................................
.............................................................................................................. Dollars
($ .26b,00.0.0 .......................... ) for the payment of which sum well and truly to be made, we bind ourselves,
our heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents.
�- WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the ,13th.. ... .
day of .. Ap :i 1 . .................. .19 9 5 ... , a copy of which is hereto attached and made a part hereof, for
r Bid113194 - ADA Renovations -Civic Center, Auditorium/Coliseum
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall pay all
claimants supplying labor and material to him or a subcontractor in the prosecution of the work provided for in said
contract, then, this obligation shall be void; otherwise to remain in full force and effect.
17 PROVIDED HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253 of the Texas
Government Code and all liabilities on this bond to all such claimants shall be determined in accordance with the
provisions thereof to the same extent as if it were copied at length herein.
IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this
�- ' ... dof Aril........... 19 95
...21s ....
...... .. .. ....... r ..��
(Seal)
.ToOKMMir-r, Vice- resident
....................................................................................................... (Seal)
UNITED STATES DEUTY AND GUARANTY COMPANY
r
I
By .........�- :......... ........ .............. (Seal)
Laura Espinoza
rM
1, contract 214 (Tons) (1 -94)
986938
UNITED STATES FIDELITY AND GUARANTY COMPANY
- POWER OF ATTORNEY Q S F -k -
NO. 108673 fpIISIIIIci
KNOW ALL MIN BY THESE PRESENTS: That UNITED STATES FIDELITY AND GUARANTY COMPANY. a corporation organized and casting
under the laws of the State of Maryland and having its principal office at the City of Baltimore, in the State of Maryland, does bereby constitut and appoint
Donal Boley, Steve Deal, Laura Espinoza and Staci Gross
of the Cly of Wichita Falls . State of Texas its true and lawful Attomey(s)-in-Fact, each in their separate
capacity if mon than one is named above, to sign its same as surety t% and to exewte, seal and sclmowledge any and all bonds, undertakings, eommm and other
written instruments in the salon thereof an behalf of the Company in its business of guaranteeing the fidelity of persons; guaranteeing the performance of contracts;
and saecuting or guaranteeing bonds and undertakings required or permitted in any actions orproceedings allowed by law.
In Witness Whereof; the said UNITED STATES FIDELITY AND GUARANTY COMPANY has caused this instrument to be sealed with its corporate seal.
duly attested by the signature of its senior Vice President and Assistant secretary, this 5th day of August . AA 19 94.
UNTIED STATES FIDELITY AND GUARANTY COMPANY
smsaas
'"� Seniorvace Preskdest
(Signed) By ..I...........
STATE OF MARYLAND) '�o
BALTIMORE CITY
onthis 5th dayof August I,Aa 19 94.befonmePeno=nj U Robert J. Lamendola
Senior via President of the uNITED STATES mum AND GUARANTY COMPANY and Paul D ..,Sims .Assistant
Secretary of aid Compa y. with both of whom L am petsomily acquaint4 who being br me severally duly sworsrsaid, that they, the said Robert J.
Lamendola and Paul D. `Sims were tespecdvely� Senior Vice President and the Assistant Secretary of
the said uNRED STATES FIDELITY AND GUARANTY COMPANY. the corporation described in and v Mch executed the foregoing Power of Anomer that they
each knew the seal of said corporation; that the seal affixed to said Powe. aAttorney was such co:pIoam seal. that it was w affixed by older of the Bowl of Directors
of said corporation. and that they signed their names thereto by like oiAer as Senior Vice President and Assistant Secretary, respectively, of the Company.
My commission aspiresthe 11th dayin
March ♦ 6A.I)19 955- •�_
ron�r (signed 1.�/.tlf!��.�...i��x�ar•:�.:r'
�.
,o NOTARY PLTBLLC
TMs Power of Attorney is granted underaodbialtbority of the following Resolutions adopted by the Board of Disxton of the UNITED STATES
FIDELITY AND GUARANTY COMPANY on September 24,1992:
RESOLVED. that in connection with the fidelity and surety insurance business ofthe company. all bonds. undertakings, coseacts and other instruments
relating to said business may be signed, executed. sad acknowledged by persons or entities appointed as Attotney(s) in -Fad pursuant to a Power of Attomey issued in
accordance with these resolutions. Said Power(s) of Attomey for and an behalf of the company may and shall be executed in the same and on behalf of the Company,
either by the Chairman, or the President. or an Executive Vice President. or a Senior Vice President, or a Vice President or as Assistant Via President, jointly with the
Secretary *ran Assisted secretary, under their respective designations. Thesign of such ours may be engraved, printed or lithographed. The signature of each
of the foregoing officers and the ad of the Company tray be af!'nced by fScsimHe to any Power of Attorney or to any certificate relating thereto appointing
Attomey(s}in•Fad for purposes only of executing rad attesting bonds and undertakings and other writings obligatory in the nstme thein& and. unless subsequently
revoked and subject to any limitations set forth therein. any such Power of Attorney or certificate bearing such facsimile signature or 8csimiie seal share be valid and
binding upon the Company and any such power w executed and certified by such fiaimile signature and facsimile seal shall be valid and binding neon the Company
with respect to any bond or undertaking to which it is validly attached.
RESOLVED. that Attomey(s)- n Fact shall have the power and authority, unless subsequently revoked and, in any ease, subject to the teams and limitations
of the Power of Attorney issued to them, to execute and deliver on behalf of the Company and to attach the oral of the Company to any and all bonds and undertakings,
and other writings obligatory in the Hasse thereof. and any such instrument executed by such Attumey(s}in-Fad shell be as binding upon the Company at if signed by
an Executive Officer and sealed and attested to by the Secretary of the Company.
1. Paul D. Sims . an Assistant Secretary of the UNITED STATES FIDEisIY AND GUARANTY COMPANY.
do hereby certify that the foregoing is a the excerpt from the Resolution of the said Company as adopted by its Board of Directors on September 24. 1992 and that this
Resolution is in full force and effect.
R the undersigned Assistant secretary of the LINIIED STATES FIDEUITY AND GUARANTY COMPANY do hereby certify that the foregoing Power of
Attorney is in full force and effect and has not been revoked.
Ln Testimony Whereof, I lave bemumo set my band and the seal of STATES FIDi3nY AND GUARANTY COMPANY on this 21 s tby
of April -1995-
............................... 8 ............. 1...............................t.............
am'aa°
: Ion AssistantSecretery
a�
FS 3 (10.92)
i
PERFORMANCE BOND
BOND CHECK
BEST RATING
LICENSE IN TEXAS
DAT L Y�Z
�j UNITED STATES FIDELITY AND GUARANTY COMPANY
U S F+G"
TEXAS STATUTORY PERFORMANCE BOND
(Penalty of d9s bond must be 100% of Contract amount)
7 STATE OF TEXAS
COUNTY OF Bond Number i 8.0120 16878 95 6
......................
KNOW ALL MEN BY THESE PRESENTS:
That „ Pharr. Construction Co . . .
., Inc. dba Pharr & Company
..
.....................................................................................
..........................................................................................
(hereinafter called..the.Principan, as Principal, and UNiTEO STATES FIDELITY AND GUARANTY COMPANY, a
corporation organized under the laws of the State of Maryland, a Corporate Surety, authorized and admitted to do
business in the State of Texas and licensed by the State of Texas to execute bonds as Surety, (hereinafter called the
Surety), as Surety, are held and fim>fy bound unto
.......................................................
�^ City of Lubock
k......................................................................................................................
(hereinafter called the Obligee), in the penal sum of ..TWO HUNDRED SIXTY SIX THOUSAND AND N01100 ----
.............................................................
0/100----
........................................................
................................................................................. Dollars
............................
(s .266 t 000 ; 9 ............................. ) for the payment of which sum well and truly to be made, bind ourselves,
our heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the ...... 13tb.......
day of ... Apr.Ll................. .19 95... , a copy of which is hereto attached and made a part hereof, for
Bid113194 - ADA B n
e ovations -Civic Center, Auditorium/Coliseum
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully
perform the work in acordance with the plans, specifications and contract documents, then this obligation shall be void;
otherwise to remain in full force and effect.
PROVIDED HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253 of the Texas
r- Government Code and all liabilities on this bond shall be determined In accordance with the provisions thereof to the
same extent as N it were copied at length herein.
7 IN WITNESS WHEREOF, the said Principal and Surety have signed and seated this instrument this
... 21st...... ... day ... April.........
�John� K o * harr, Vice -President ($ea4
....................................................................................................... (Seal)
p ^ UNITED STATS FlDELITY AND GUARANTY COMPANY
r -
By ....•,,�.....
.....Grj . .......... (Seal)
Laura Espinoza Attorney -In -fact
�COnteCt 213 (Texas) (144)
r
CERTIFICATE OF INSURANCE
-...................................:.:......:............................................. ..
DATEp11flDD/YYI
:: :.::. r.1.%•YlA}1.4•r:....n{:u:?+v:k:•.i{4::•isV.•}}N}}:{•:{•}'iv:{•:is4:.i}i.•:}}}}:�}:•'fv:4}:•:}}h}:i}}:•}}}}}}:4i{:ri•::{:ri{phi::::::::::::nv:::::::.�.v.:::::.�::::::::::::::.v::x:::::ni......nr.....�..�::: i::::::iiij:}?:v.
04/24/n
PRODuc:Et1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ey Featherston Insurance
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
0. Drawer 10 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
21chita Falls TX 76307 COMPANIES AFFORDING COVERAGE
r- 1 LEY FEATHERSTON INSURANCE coTAAwY TRINITY UNIVERSAL INSURANCE CO
l_- UREA
COMPANY
B TX WORKERS COMP INSURANCE FUND
PHARR CONSTRUCTION COMPANY INC CMWAW
DBA PHARR AND COMPANY C NORTHBROOK PROPERTY X CASUALTY
P 0 BOX 2791 COM,AW
LUBBOCK TX 79408 p
v.{vn....
-. :::::::.�::::::::::::::::::}}n {•}ii}:{}:{•};: i:: r:.:•?:. :.v...... v: :ii?}i::111:$:11:1:1:iiti.:: x:.w:.v:::.v:............;; {.}}}:•Y 4.. .: .. .:v:4i:::-: r: ii{:• }::4:
r..:: r: r •:::::: i}}}}: {.:::S •ii::-..:.:.:..v::{.:�}:{:::i::�:•i::•:<�:•i:::•ii:•isti?S::i:)ii?::ii::ii:i:::iiTi::
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.
LTRc TYPE OF INSURANCE POLICY NUMBER POLICY
FOLIC (MIUDDTIONNV) LTMITs
GENERALUABMM 6ENERALAGGREGATE $2,000,000
X COMMERCIALGENERALUABIUTY TXP9827710 11/01/94 11/01/95 PFIDDUCTB-CWMPA7PAGG s2,000,000
977 7 MAW MAm QX OCCUR PEPSC ALSAweLn r $1.000.000
+ X owNEii'B NT COtQiAACTms pF DT BINDER** 04/21/95 04/21/96 EAm oomff om $1 000 000
F:E DALME Wy one A* $ 50,000
INET) EXP µ1y ons pennon► $ 5,000
AUTOMOBILE LIABILITY,,
X ANYAUTO TCA98277U 11/01/94 11/01/95 ,„ $1,000,000
ALL OWNED AUTOS BODILY gLomY
SCHEMAMAUMS 01- Iomom $
X HIRED AUTOS
BODILY rrJUFlY �
X NON'ONMM AUTOS
PROPERTY DAMAGE t
W;AGEUABUMV AUTO ONLY-EAACCUMU S
OTHER THAN AUTO CNLY:;>:s:>,-::�•::•?}�:•::i�:%::;x::., ..
EAC HACCIDENT S _
AGGREGATE S
EU MSS UABWTY EACH OCC URIMcE = 2,000,000.
AX UMSFEUAFOTV.I 009827712 11/01/94 11/01/95 AmFmATE $
CRt1EA THAN UMBRELLA FORM i
MWORMW COMPENSATION AND STAMCRY UW; ''' < >> :`
EMPLOYERS'LIABIUTY EAAMACXX0E7U :$ 1�OOD:::000:.00(1:::00d:.:.
ARTNEPAEXECUTIVE
TMMC nm TSF114395 11/01/94 11/01/95
(>f3EA1JE-POLICY LIMIT c 1 000 000
P
OFacEFISARE REXCL Dt9FJ1sE-EACH EAM71EE $1,000,000
OTHER
C BUILDERS RISK 72327572 11/01/94 11/01/95 750,000 JOB
REPORTING FORM 1,500,000 CAT
uES�LC,RIPTION OF OPERATIONSAXMTWNSJVEHICLESISPECTAL ITEMS ENCE
RTAS ADAEYATOGAI NS JIVICENTERAUA�IjAMNjDRDE8j5j,0
EEOE P1 OEER
IB-
M/ M.
�.�}, jjj '4'•Fi'rii:v'rii';ii i::1ii:1:: is{?:}:jiiiii'i':ii:�:Yi i::::iiii'ri:
::.},:.: ::.:.. : .:.......:;i:;{isi};:ii::::+';i:::T:}::{i:::iijii::i::iY%+: iiiiiii'ii:•.`�iiiii:::iiii: ii ::{:i:i }i:�i
':
}:..1�s�:#...1�......,,}!���:�i?}:�w-:::.:.•}:.v...:$;..::...v.::::.:{::::::::.:::.v:::::::v.::vv:::v.......r... .........:. ,�y�.�. .��-yyyyyy .yy.�u_'. ...:.:.i.:........-.:.: }: r.:::.:v: v::•::. .............
.......n..r..J....J.y....1.vs•x:.4w:x.?•::::::::x::.v:::::.{.r::.v::: x::::: .. :..... .r........ v."!'�M-.T.TT�..- ..•..•:•:•:•:::.n}:.......... r...... }........... .::: ::w::::: v::..: .:::::: x::?•}: ;:,.}}:::??!}::'.
..................................... .......:. xrn.....:. n.. r.:...:..............:.................v..:..:.:.:.:.1....v.. x:: x::::::.•.v::: r: txv: xN.vw:.vvvx.•$:w.v:}x.•tx}: xx:.:vr::::::.v.>.•
LUBB CO3 SHOULD ANY OF THE ABOVE DMECMM POUCMS BE CANCEU ED BEFORE TNM
EXPMTION OATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MALL
10 DAYS WMT TEN NOTICE TO THE CERTIFICATE HOLM NAMED TO THE LEFT.
CITY OF LUBBOCK
P 0 BOX 2000 UT BFAILM TO MAL SUCH NOTICE SMU 1100SE NO OBLIGATION OR UABIUlY
LUBBOCK TX 79457 OF ANY WIND UPON THE COMPANY. nS AC 1}�O_R REPRMSEIMTIVES. _
BOLEY FEATHERSTON
C
CONTRACTOR CHECKLIST
A CONTRACTOR SHALL:
(1) provide coverage for its employees providing services on a project,for the duration of the project based on proper
reporting of classification codes and payroll amounts and filling of any coverage agreements;
(2) provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior to
beginning work on the project;
(3) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage showing
extension of coverage, if the coverage period shown on the contractor's current certificate of coverage ends during
the duration of the project;
(4) obtain from each person providing services on a project, and provide to the governmental entity:
(A) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity
will have on file certificates of coverage showing coverage for all persons providing services on the
project; and
(B) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of
coverage, if the coverage period shown on the current certificate of coverage ends during the duration of
the project;
(5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter,
(6) notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the contractor
knew or should have known, of any change that materially affects the provision of coverage of any person
providing services on the project;
(7) post a notice on each project site informing all persons providing services on the project that they are required to be
covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice
does not satisfy other posting requirements imposed by the Act or other commission rules. This notice must be
printed in at least 19 point normal type, and shall be in both English and Spanish and any other language common
to the worker population. The text for the notices shall be the following text provided by the commission on the
sample notice, without any additional words or changes:
Pow
REQUIRED WORKERS' COMPENSATION COVERAGE
"The law requires that each person working on this site or providing services related to this construction project must (see reverse) be
r- 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 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
(1� 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. 0
0
ow
CONTRACT
n
r
4
CONTRACT
r STATE OF TEXAS
COUNTY OF LUBBOCK
r
r
THIS AGREEMENT, made and entered into this 13th day of April, 1995, by and between the City of Lubbock, County of
Lubbock, State of Texas, acting by and through David R. Langston, Mayor, thereunto authorized to do so, hereinafter referred to as
OWNER, and PHARR CONSTRUC77ON COMPANY 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 #13194 - ADA RENOVATIONS -CIVIC CENTER, AUDTTORNM/COLISEUM $266,000.00
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
Proposal 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 WMWF, the parties to these presents have executed this agreement in Lubbock, Lubbock County, Texas in the
year and day first above written. �---,�
r!:... �.,.,-c. ,
KiN
APPROVED AS TO CONTENT:
ATTEST:
Corporate Secretary
CONTRACTOR: &M g 669AAa 4
COMPLETE ADDRESS:
P.O. Boz 2791
Lubbock, TX 79408
GENERAL COMMONS OF THE AGREEMENT
D
r -
GENERAL CONDITIONS OF THE AGREEMENT
L OWNER
Whenever the word Owner, or the expression Party of the First Part, or First Party, are used in this contract, it shall be
understood as referring to the City of Lubbock, Texas.
2. CONTRACTOR
Whenever the word Contractor, or the expression Party of the Second Part, or Second Party, is used, it shall be understood
to mean the person, persons, co -partnership or corporation, to -wit: who has agreed to perform
the work embraced in this contract, or to his or their legal representative.
OWNER'S REPRESENTATIVE
Whenever the word Owner's Representative or representative is used in this contract, it shall be understood as referring to
FREDDY CHAVEZ, OPERATIONS/ENGINEERING SUPERINTENDENT City of Lubbock, under whose
supervision these contract documents, including the plans and specifications, were prepared, and who will inspect
constructions; or to such other representative, supervisor, or inspector as may be authorized by said Owner to act in any
particular under this agreement. Engineers, supervisor or inspectors will act for the Owner under the direction of Owner's
Representative, but shall not directly supervise the Contractor or men acting in behalf of the Contractor.
4. CONTRACT DOCUMENTS
The contract's documents shall consist of the Notice to Bidders, General Instructions to Bidders, Proposal, 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 his inspection in
accordance with the Notice to Bidders.
5. INTERPRETATION OF PHRASES
Whenever the words "Directed," "Permitted," "Designated," "Required," "Considered Necessary," "Prescribed," or words of
like import are used, it shall be understood that the direction, requirement, permission, order, designation or prescription of
the Owner's Representative is intended; and similarly, the words "Approved," "Acceptable," "Satisfactory," or words of like
import shall mean approved by or acceptable or satisfactory to the Owner's Representative.
6. SUBCONTRACTOR
The term Subcontractor, as employed herein, includes only those having a direct contract with the Contractor for
performance of work on the project contemplated by these contract documents. Owner shall have no responsibility to any
Subcontractor employed by Contractor for performance of work on the project contemplated by these contract documents,
but said Subcontractors will look exclusively to Contractor for any payments due Subcontractor.
7. WRITTEN NOTICE
Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm
or to an officer of the corporation for whom it is intended, or if delivered at or sent certified mail to the last business address
known to him who gives the notice.
8. WORK
Unless otherwise stipulated, the Contractor shall provide and pay for all materials, supplies, machinery, equipment, tools,
superintendence, labor, insurance, and all water, light, power, fuel, transportation and all other facilities necessary for the
execution and completion of the work covered by the contract documents. Unless otherwise specified, all materials shall be
new and both workmanship and materials shall be of a good quality. The Contractor shall, if required, furnish satisfactory
evidence as to the kind and quality of materials. Materials or work described in words which so applied have well known,
technical or trade meaning shall be held to refer such recognized standards.
All work shall be done and all materials furnished in strict conformity with the contract documents.
SUBSTANTIALLY COMPLETED
The term "Substantially Completed" is meant that the structure or project contemplated by the contract documents has been
made suitable for use or occupancy or the facility is in a condition to serve its intended purpose, but still may require minor
miscellaneous work and adjustment.
10. LAYOUT
Except as specifically provided herein, the Contractor shall be responsible for laying out all work and shall accomplish this
work in a manner acceptable to the Owner's Representative. The Owner's Representative will check the Contractor's layout
of all major structures and any other layout work done by the Contractor at Contractor's request, but this check does not
relieve the Contractor of the responsibility of correctly locating all work in accordance with the Plans and Specifications.
11. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE
The Contractor shall be furnished with one copies of all Plans, Profiles and Specifications without expense to him and he
shall keep one copy of same consistently accessible on the job site.
12. RIGHT OF ENTRY
The Owner's Representative may make periodic visits to the site to observe the progress of quality of the executed work and
to determine, in general, if the work is proceeding in accordance with the contract documents. He will not be required to
make exhaustive or continuous onsite inspections to check the quality or quantity of the work, nor will he be responsible for
the construction means, methods, techniques, sequences or procedures, or the safety precautions incident thereto. His
efforts will be directed towards providing assurances for the Owner that the completed project will conform to the
requirements of the contract documents, but he will not be responsible for the Contractor's failure to perform the work in
accordance with the Contract Documents. On the basis of his onsite observations, he will keep the Owner informed of the
progress of the work and will endeavor to guard the Owner against defects and deficiencies in the work of the Contractor.
13. LINES AND GRADES
All lines and grades shall be furnished by the Owner's Representative whenever necessary for the commencement of the
work contemplated by these contract documents or the completion of the work contemplated by these contract documents.
Whenever necessary, Contractor shall suspend his work in order to permit Owner's Representative to comply with this
requirement, but such suspension will be as brief as practical and Contractor shall be allowed no extra compensation
therefore. The Contractor shall give the Owner's Representative ample notice of the time and place where lines and grades
will be needed. All stakes, marks, etc., shall be carefully preserved by the Contractor, and in case of careless destruction or
removal by him, his Subcontractors, or his employees, such stakes, marks, etc., shall be replaced by the Owner's
Representative at Contractor's expense.
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14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY
Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the Owner's Representative
shall review all work included herein. He has the authority to stop the work whenever.such stoppage may be necessary to
insure the proper execution of the contract. In order to permit delays and disputes and to discourage litigation, it is further
agreed that 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 this contract. He shall determine all questions in relation to said work and the construction
thereof, and shall, in all cases, decide every question which may arise relative to the execution of this contract on the part of
said Contractor. The Owner's Representatives's estimates and findings shall be conditions precedent to the right of the
parties hereto to arbitration or to any action on the contract, and to any rights of the Contractor to receive any money under
this contract; provided, however, that should Owner's Representative render any decision or give any direction, which in the
opinion of either party hereto, is not in accordance with the meaning and intent of this contract, either party may file with
said Owner's Representative within 30 days his written objection to the decision or direction so rendered, and by such action
may reserve the right to submit the questions so raised to arbitration as hereinafter provided. It is the intent of this
Agreement that there shall be no delay in the execution of the work, therefore, written decisions or direction of the Owner's
Representative as rendered shall be promptly carried out, and any claim arising therefrom shall be thereafter adjusted to
arbitration as hereinafter provided.
The Owner's Representative shall, within a reasonable time, render and deliver to both the Owner and the Contractor a
�.. written decision on all claims of the parties hereto and on all questions which may arise relative to the execution of the work
or the interpretation of the contract, specifications and plans. Should the Owner'sRepresentative fail to make such decision
within a reasonable time, an appeal to arbitration may be taken as if his decision had been rendered against the party
appealing.
15. 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 six (6) days make written appeal to the Owner's Representative for his
decision.
{ 16. CONTRACTOR'S DITTY 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 his absence and all directions given to him shall be
binding as if given to the Contractor. Adequate supervision by competent and reasonable representatives of the Contractor
I" 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.
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The Owner or Owner's Representatives will not be responsible for the acts or omissions of the Contractor, or any
subcontractors, or any of his agents or employees, or any other persons performing any of the work.
17. CONTRACTOR'S UNDERSTANDING
It is understood and agreed that the Contractor has, by careful examination, satisfied himself as to the nature and location of
the work, the confirmation of the ground, the character, quality and quantity of materials to be encountered, the character of
equipment and facilities needed preliminary to and during the prosecution of the work, and the general and local conditions,
and all other matters which in any way effect the work under this contract. No verbal agreement or conversation with any
officer, agent, or employee of the Owner, either before or after the execution of this contract, shall effect or modify any of
the terms or obligations herein contained.
18. CHARACTER OF WORKMEN
The Contractor agrees to employ only orderly and competent men, skillful in the performance in the type of work required
under this contract, to do the work; and agrees that whenever the Owner's Representative shall inform him in writing that
any man or men on the work, are, in his opinion, incompetent, unfaithful, or disorderly, such man or men shall be
discharged from the work and shall not again be employed on the work without the Owner's Representative's written
consent.
19. CONSTRUCTION PLANT
The Contractor shall provide all labor, tools, equipment, machinery and materials necessary in the prosecution and
completion of this contract where it is not otherwise specifically provided that Owner shall furnish same, and it is also
understood that Owner shall not be held responsible for the care, preservation, conservation, or protection of any materials,
tools, equipment or machinery or any part of the work until it is finally completed and accepted.
The building of structures for the housing of men or equipment will be permitted only at such places as the Owner's
Representative shall direct, and the sanitary conditions of the grounds in or about such structure shall at all times be
maintained in a manner satisfactory to the Owner's Representative.
20. SANITATION
Necessary sanitary conveniences for the use of laborers on the work site, properly secluded from public observation, shall be
constructed and maintained by the Contractor in such manner and at such points as shall be approved by the Owner's
Representative and their use shall be strictly enforced.
21. OBSERVATION AND TESTING
The Owner or Owner's Representative shall have the right at all reasonable times to observe and test the work. Contractor
shall make necessary arrangements and provide proper facilities and access for such observation and testing at any location
wherever work is in preparation or progress. Contractor shall ascertain the scope of any observation which may be
contemplated by Owner or Owner's Representative and shall give ample notice as to the time each part of the work will be
ready for such observation. Owner or Owner's Representative may reject any work found to be defective or not in
accordance with the contract documents, regardless of the stage of its completion or the time or place of discovery of such
effors and regardless of whether Owner's Observer has previously accepted the work through oversight or otherwise. If any
work should be covered without approval or consent of the Owner, it must, if requested by Owner or Owner's
Representative, be uncovered for examination at Contractor's expense. In the event that any part of the work is being
fabricated or manufactured at a location where it is not convenient for Owner or Owner's Representative to make
observations of such work or require testing of said work, then in such event Owner or Owner's Representative may require
Contractor to furnish Owner or Owner's Representative certificates of inspection, testing or approval made by persons
competent to perform such tasks at the location where that part of the work is being manufactured or fabricated. All such
tests will be in accordance with the methods prescribed by the American Society for Testing and Materials or such other
applicable organization as may be required by law or the contract documents.
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If any work which is required to be inspected, tested, or approved is covered up without written approval or consent of the
Owner or Owner's Representative, it must, if requested by the Owner or Owner's Representative, be uncovered for
C" 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 approval, and any work which meets the requirements of any such tests or approval but does not meet the
requirements of the contract documents shall be considered defective. Such defective work shall be corrected at the
Contractor's expense.
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 this agreement to make such inspections, tests, or approvals shall relieve
the Contractor from his obligation to perform the work in accordance with the requirements of the contract documents.
22. DEFECTS AND THEIR REMEDIES
It is further agreed that if the work or any part thereof, or any material brought on the site of the work for use in the work or
selected for the same, shall be deemed by the Owner or Owners' Representative as unsuitable or not in conformity with
plans, specification and contract documents, the Contractor shall, after receipt of written notice thereof from the Owner's
Representative, forthwith remove such material and rebuild or otherwise remedy such work so that it shall be in full
accordance with this contract. It is further agreed that any remedial action contemplated as hereinabove set forth shall be at
Contractor's expense.
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 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 famished or used in said work, then the Owner shall recompense the Contractor for
any material or labor so used, and for any actual loss occasioned by such change, due to actual expenses incurred in
preparation for the work as originally planned.
24. EXTRA WORK
The term "extra work" as used in this contract shall be understood to mean and include all work that may be required by the
Owner or 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 proposal, 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 actual field cost of the work, plus fifteen (15%) per cent.
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In the event said extra work be performed and paid for under Method (C), then the provisions of this paragraph shall apply
and the "actual field cost" is hereby defined to include the cost of all workmen, such as foremen, timekeepers, mechanics
and laborers, materials, supplies, teams, trucks, rentals on machinery and equipment, for the time actually employed or used
on such extra work, plus actual transportation charges necessarily incurred, together with all expenses incurred directly on
account of such extra work, including Social Security, Old Age Benefits, Maintenance Bonds, Public Liability and Property
Damage and Workmen's Compensation and all other insurances as may be required by laww or ordinances or directed by the
Owner or Owner's Representative, or by 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 1001/o, unless
otherwise specified, of the latest Schedule of Equipment and Ownership Expenses adopted by the Associated General
Contractors of America. Where practical, the terms and prices for the use of machinery and equipment shall be
incorporated in the written extra work order. The fifteen percent (15%) of the actual field cost to be paid to Contractor shall
cover and compensate him for his profit, overhead, general superintendence and field office expense, and all other elements
of cost and expense not embraced within the actual field cost as herein defined, save that where the 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 he should receive compensation or an
adjustment in the construction time, he shall 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). The Contractor will thereby preserve the right to submit the matter of payment to
arbitration as herein below provided.
25. DISCREPANCIES AND OMISSIONS
It is further agreed that it is the intent of this contract that all work described in the proposal, 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. If the Contractor finds any discrepancies or omissions in these plans, specifications, or contract
documents, he should notify the Owners' Representative and obtain a clarification before the bids are received, and if no
such request is received by the Owner's Representative prior to the opening of bids, then it shall be considered that the
Contractor fully understands the work to be included and has provided sufficient sums in his proposal to complete the work
in accordance with these plans and specifications. It is further understood that any request for clarification must be
submitted no later than five days prior to the opening of bids.
26. RIGHT OF OWNER TO MODIFY METHODS AND EQUIPMENT
If at any time the methods or equipment used by the Contractor are found to be inadequate to secure the quality of work
with the rate of progress required under this contract, the Owner or 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 his 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
The Contractor shall take out and procure a policy or policies of Workmen's Compensation Insurance with an insurance
company licensed to transact business in the State of Texas, which policy shall comply with the Workmen's 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 odes. 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, his sureties and insurance carriers shall defend,
indemnify and save harmless the Owner and all of its officers, agents and employees from all suits, actions, or claims of any
character whatsoever, brought for or on account of any injuries or damages received or sustained by any person or persons
or property, on account of any negligent act or fault of the Contractor or any subcontractor, their agents or employees, in the
execution and supervision of said contract, and the project which is the subject matter of this contract, on account of the
failure of Contractor or any subcontractor to provide necessary barricades, warning lights, or signs and will be required to
pay any judgment with costs which may be obtained against the Owner or any of its officers, agents, or employees including
attorney's fees.
The safety precautions taken shall be the sole responsibility of the Contractor, in his sole discretion as an Independent
Contractor; inclusion of this paragraph in the 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 his duty and shall not be construed as any assumption of duty to supervise safety precautions by either the
Contractor or any of his subcontractors.
28. CONTRACTOR'S INSURANCE
The Contractor shall procure and carry at his sole cost and expense through the life of this contract, insurance protection as
hereinafter specified. Coverage in excess of that speed 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.
j A. Comprehensive General Liability Insurance
The contractor shall have Comprehensive General Liability Insurance with limits of $500,000 Combined Single
Limit in the aggregate and per occurrence to include:
Premises and Operations
Explosion & Collapse Hazard
Underground Damage Hazard
Products & Completed Operations Hazard
Contractual Liability
Independent Contractors Coverage
Personal Injury (with exclusion "c" waived)
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.
B. Owner's Protective or Contingent Public Liability Insurance and Property Damage Liability Insurance.
The Contractor shall obtain an Owner's Protective or Contingent Public Liability Insurance policy naming the City
of Lubbock as insured and the amount of such policy shall be as follows:
For bodily injuries, including accidental death and or property damage, $500.000 Combined Single Limit. This
policy shall be submitted prior to contract execution.
C. Comprehensive Automobile Liability Insurance
The Contractor shall have Comprehensive Automobile Liability Insurance with limits of not less than;
Bodily Injury/Property Damage, $500.000 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
The Contractor shall obtain a Builder's Risk policy in the amount of 100% 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 1000 000 on all contracts with coverage
to correspond with Comprehensive General Liability and Comprehensive Automobile Liability coverages.
F. Worker's Compensation and Employers Liability Insurance
Worker's Compensation Insurance covering all employees whether employed by the Contractor or any
Subcontractor on the job with Employers Liability of at least $500,000
1. Definitions:
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's/person's work on the project has been completed and accepted by the governmental entity.
Persons providing services on the project ("subcontractor" in 0406.096) - includes all persons or entities
performing all or part of the services the contractor has undertaken to perform on the project, regardless of
whether that person contracted directly with the contractor and regardless of whether that person has
employees. This includes, without limitation, independent contractors, subcontractors, leasing companies,
motor carriers, owner -operators, employees of any such entity, or employees of any entity which furnishes
persons to provide services on the project. "Services" include, without limitation, providing, hauling, or
delivering equipment or materials, or providing labor, transportation, or other service related to a project.
"Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply
deliveries, and delivery of portable toilets.
2. The contractor shall provide coverage, based on proper reporting of classification codes and payroll
amounts and filing of any coverage agreements,.which meets the statutory requirements of Texas Labor
Code, Section 401.011(44) for all employees of the contractor providing services on the project, for the
duration of the project.
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3. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded
the contract.
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E 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 overage period, file a new certificate of overage
r., with the governmental entity showing that overage has been extended.
5. The contractor shall obtain from each person providing services on the project, and provide to the
governmental entity:
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(a) a certificate of coverage, Prior to that Person beginning work on the project, so the governmental
entity will have on file certificates of coverage showing coverage for all persons providing
services on the project, and
(b) no later than seven days after receipt by the contractor, a new certificate of coverage showing
extension of coverage, if the coverage period shown on the current certificate of coverage ends
during the duration of the project.
6 The contractor shall retain all required certificates of coverage for the duration of the project and for one
year thereafter.
7. The contractor shall notify the governmental entity in writing by certified mail or personal delivery,
within 10 days after the contractor knew or should have known, of any change that materially affects the
provision of coverage of any person providing services on the project.
8. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the
Texas Workers' Compensation Commission, informing all persons providing services on the project that
they are required to be covered, and stating how a person may verify coverage and report lack of overage.
9. The contractor shall contractually require each person with whom it contracts to provide services on the -
project, to:
(a) provide coverage, based on proper reporting of classification codes and payroll amounts and
filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code,
Section 401.011(44) for all of its employees providing services on the project, for the duration of
the project;
(b) provide to the contractor, prior to that person beginning work on the project, a certificate of
coverage showing that coverage is being provided for all employees of the person providing
services on the project, for the duration of the project;
(c) provide the contractor, prior to the end of the coverage period, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the current certificate of
coverage ends during the duration of the project;
(d) obtain from each other person with whom it contracts, and provide to the contractor:
(1) a certificate of coverage, prior to the other person beginning work on the project; and
(2) a new certificate of coverage showing extension of coverage, prior to the end of the
coverage period, if the overage period shown on the current certificate of coverage ends
during the duration of the project;
lo"" (e) retain all required certificates of coverage on file for the duration of the project and for one year
thereafter;
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(f) notify the governmental entity in writing by certified mail or personal delivery, within 10 days
after the person knew or should have known, of any change that materially affects the provision
of coverage of any person providing services on the project; and
(g) contractually require each person with whom it contracts to perform as required by paragraphs
(1) - (7), with the certificates of coverage to be provided to the person for whom they are
providing services.
10. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is
representing to the governmental entity that all employees of the contractor who will provide services on
the project will be covered by workers'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 rase of a self-insured,
with the commission's Division of Self -Insurance Regulation. Providing false or misleading information
may subject the contractor to administrative penalties, Criminal penalties, civil penalties, or other civil
actions.
11. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor
which entitles the governmental entity to declare the contract void if the contractor does not remedy the
breach within ten days after receipt of notice of breach from the governmental entity.
G. Proof of Coverage
Before work on this contract is commenced, each Contractor and subcontractor shall submit to the Owner for
approval five Certificates of Insurance covering each insurance policy carried and offered as evidence of
compliance with the above insurance requirements, signed by an authorized representative of the insurance
company setting forth:
(1) The name and address of the insured.
(2) The location of the operations to which the insurance applies.
(3) The name of the policy and type or types of insurance in force thereunder on the date 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.
(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;
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(b) provide a certificate of coverage showing workers' compensation coverage to the governmental
entityprior 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
governmental entity will have on file certificates of coverage showing coverage for 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 Act or other commission rules. This notice must be printed in at least 19 point normal type,
and shall be in both English and Spanish and any other language common to the worker
population. The text for the notices shall be the following text provided by the commission on
the sample notice, without any additional words or changes:
REQUIRED WORKERS' COMPENSATION COVERAGE
"The law requires that each person working on this site or providing services related to this
construction project must be covered by workers' compensation insurance This includes
persons providing, hauling, or delivering equipment and materials, or providing labor or
transportation or other service related to the projec4 regardless of the identity of their
employer or status as an employee."
"Call the Tem 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
(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 arty 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 language in subsection (e)
(3) of this rule;
(iv) provide the contractor, prior to the end of the coverage period, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the current
certificate of coverage ends during the duration of the project;
(v) obtain from each other person with whom it contracts, and provide to the contractor:
(1) a certificate of coverage, prior to the other person beginning work on the
project; and
(2) prior to the end of the coverage period, a new certificate of coverage showing
extension of the coverage period, if the coverage period shown on the current
certificate of coverage ends during the duration of the project;
(vi) retain all required certificates of coverage on file for the duration of the project and for
. one year thereafter;
(vii) notify the governmental entity in writing by certified mail or personal delivery, within
10 days after the person knew or should have known, of any change that materially
affects the provision of coverage of any person providing services on the project; and
(viii) contractually require each other person with whom it contracts, to perform as required
by paragraphs (A) - (1), with the certificate of coverage to be provided to the person for
whom they are providing services.
29. DISABLED EMPLOYEES
Contractors having more than 15 employees agree to comply with the Americans with Disabilities Act of 1990, and agree
not to discriminate against a qualified individual with a disability because of the disability of such individual in regard to
job application procedures, the hiring, advancement, or discharge of employees, employee compensation, job training, and
other terms, conditions, and priviliges of employment.
30. PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS LABORERS MATERIALV EN AND FURNISHERS OF
MACHINERY, EQUIPMENT AND SUPPLIES
The Contractor agrees that he will indemnify and save the Owner harmless from all claims growing out of any demands of
subcontractors, laborers, workmen, mechanics, materialmen and furnishers of machinery and parts thereof, equipment,
power tools, all suppliers, including commissary, incurred in the furtherance of the performance of this contract. When
Owner so desires, the Contractor shall furnish satisfactory evidence that all obligations of the nature hereinabove designated
have been paid, discharged or waived.
If during the progress of the work, Contractor shall allow arty 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, withhold from the
unpaid portion of this contract, a sum equal to the amount of such unpaid indebtedness or may apply the sum so withheld to
discharge any such indebtedness.
Any and all communications between any party under this paragraph must be in writing.
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. The
Contractor shall defend all suits or claims for infringement of any patent or copyrights and shall indemnify and save the
Owner harmless from any loss on account thereof, except that Owner shall defend all such suits and claims and shall be
responsible for all such loss when a particular design, device, material or process or the product of a particular manufacturer
or manufacturers is specified or required in these contract documents by Owner; provided, however, if choice of alternate
design, device, material or process is allowed to the Contractor, then Contractor shall indemnify and save Owner harmless
from any loss on account thereof. If the material or process specified or required by Owner is an infringement, the
Contractor shall be responsible for such loss unless he promptly gives written notice to the Owner of such infringement.
32. LAWS AND ORDINANCES
The Contractor shall at all times observe and comply with all federal, state and local laws, ordinances and regulations,
Ij which in any manner effect the contract or the work, and shall indemnify and save harmless the Owner against any claims
arising from the violation of any such laws, ordinances, and regulations, whether by the Contractor or his employees. If the
Contractor observes that the plans and specifications are at variance therewith, he shall promptly notify the Owners'
Representative in writing and any necessary changes shall be adjusted as provided in the contract for changes in the work.
If the Contractor performs any work knowing it to be contrary to such laws, ordinances, rules and regulations, and without
such notice to the Owner's Representative, he shall bear all costs arising therefrom.
The Owner is a municipal corporation of the State of Texas and the law from which it derives its powers, insofar as the
same regulates the objects for which, or the manner in which, or the conditions under which the Owner may enter into
contracts, shall be controlling, and shall be considered as part of this contract to the same effect as though embodied herein.
33. ASSIGNMENT AND SUBLETTING
The Contractor further agrees that he will retain personal control and will give his personal attention to the fidfillment 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 his full obligations to the Owner, as provided by this
contractual agreement.
34. TIME FOR COMPLETION AND LIQUIDATED DAMAGES
It is hereby understood and mutually agreed by and between the Contractor and the Owner, that the date of beginning and
time for completion as specified in the contract of work to be done hereunder are essential conditions of this contract; and it
is further mutually understood and agreed that the work embraced in this contract shall be commenced on a date to be
specified in the Notice to Proceed.
If the Contractor should neglect, fail, or refuse to complete the work within the time herein specified, or any proper
extension thereof granted by the Owner, then the Contractor does hereby agree as part of the consideration for the awarding
of this contract, the Owner may withhold permanently from Contractor's total compensation, the sum of $100.00 (One
Hundred) PER DAY, not as a penalty, but as liquidated damages for the breach of the contract as herein set forth for each
and every calendar day that the Contractor shall be in default after the time stipulated for completing the work.
It is expressly understood and agreed, by and between Contractor and the Owner, that the time for the completion of the
work described herein is reasonable time for the completion of the same, taking into consideration the average climatic
change and conditions and usual industrial conditions prevailing in this locality.
The amount is fixed and agreed upon by and between the Contractor and the Owner because of the impracticability and
extreme difficulty in fixing and ascertaining actual damages the Owner would in such event sustain, and the amount is
agreed to be damages the Owner would sustain and shall be retained by the Owner from current periodical estimates for
payments or from final payment.
It is further agreed and understood between the Contractor and Owner that time is of the essence of this contract.
35. Tl1ty E AND ORDER OF COMPLETION
It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the Contractor shall be
m allowed to prosecute his work at such time and sessions, in such order of precedence, and in such manner as shall be most
conductive to economy of construction; provided, however, that the order and time of prosecution shall be such that the
work shall be substantially completed as a whole and in part, in accordance with this contract, the plans and specifications,
i and within the time of completion designated in the proposals; provided, also, that when the Owner is having other work
done, either by contract or by his own force, the Owner's Representative may direct the time and manner of constructing
work done under this contract so that conflicts will be avoided and the construction of the various works being done for the
Owner shall be harmonized.
The Contractor shall submit, at such times as may reasonably be requested by the Owner's Representative, schedules which
shall show the order in which the Contractor proposes 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. EXTENSION OF TIME
The Contractor agrees that he has submitted his proposal in full recognition of the time required for the completion of this
Project, taking into consideration the average climatic range and industrial conditions prevailing in this locality, and has
considered the liquidated damage provisions of paragraph 33 hereinabove set forth and that he shall not be entitled to, nor
will he request, an extension of time on this contract, except when his work has been delayed by an act or neglect of the
Owner, Owner's Representative, employees of the Owner or other contractors employed by the owner, or by changes ordered
in the work, or by strike, walkouts, acts of God or the public enemy, fire or flood. The Contractor may apply in writing for
an extension of time, submitting therewith all written justification as may be required by Owner's Representative for such an
extension as requested by Contractor. The Owner's Representative within ten (10) days after receipt of a written request for
an extension of time by the Contractor supported by all requested documentation shall then submit such written request to
the City Council of the City of Lubbock for their consideration. Should the Contractor disagree with the action of City
Council on granting an extension of time, such disagreement shall be settled by arbitration as hereinafter provided.
37. HINDRANCE AND DELAYS
In executing the contract agreement, the Contractor agrees that in undertaking to complete the work within the time herein
fixed, he has taken into consideration and made allowances for all hindrances and delays incident to such work, whether
growing out of delays in securing material or workmen or otherwise. No charge shall be made by the Contractor for
hindrance or delays from any cause during the progress of any part of the work embraced in this contract except where the
work is stopped by order of the Owner or Owner's Representative for the Owner's convenience, in which event, such
expense as in the judgment of the Owner's Representative that is caused by such stoppage shall be paid by Owner to
Contractor.
38. OUANTITIES 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 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
proposals offered for the work. It is understood and agreed that the actual amount of work to be done and the materials to
be furnished under this contract may differ somewhat from these estimates, and that where the basis for payment under this
contract is the unit price method, payment shall be for the actual amount of work done and materials furnished on the
project.
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 he shall be liable for any and all claims for such damage on
account of his failure to fully protect all adjacent property. The Contractor agrees to indemnify, save and hold harmless the
Owner against any claim or claims for damages due to any injury to any adjacent or adjoining property, arising or growing
out of the performance of this contract, but such indemnity shall not apply to any claim of any kind arising out of the
existence or character of the work.
t
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 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 him 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
w any time requested during the progress of the work furnish the Owner or Owner's Representative with a verifying certificate
showing the Contractor's total outstanding indebtedness in connection with the work. Before final payment is made,
Contractor shall satisfy Owner, by affidavit or otherwise, that there are no outstanding liens against Owner's premises by
reason of any work under the contract. Acceptance by Contractor of final payment of the contract price shall constitute a
waiver of all claims against Owner which have not theretofore been timely filed as provided in this contract.
42. PARTIAL PAYMENTS
On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an application for partial
payment. Owner's Representative shall review said application for partial payment and the progress of the work made by
the Contractor and if found to be in order shall prepare a certificate for partial payment showing as completely as practical
the total value of the work done by the Contractor up to and including the last day of the preceding month; said statement
shall also include the value of all sound materials delivered on site of the work that are to be fabricated into the work.
The Owner shall then pay the Contractor on or before the fifteenth day of the current month the total amount of the Owner's
Representative's Certificate of Partial Payment, less 5% of the amount thereof, which 5% shall be retained until final
payment, and further, less all previous payments and all further sums that may be retained by Owner under the terms of this
agreement. It is understood, however, that in case the whole work be near to completion, and this fact is certified to by
Owner's Representative and some unexpected and some unusual delay occurs due to no fault or negligence on the part of the
Contractor, the Owner may upon written recommendation of Owner's Representative pay a reasonable and equitable portion
of the retained percentage due Contractor.
43. FINAL COMPLETION AND ACCEPTANCE
Within thirty-one (3 1) days after the Contractor has given the Owner's Representative written notice that the work has been
completed or substantially completed, the Owner's Representative and the Owner shall inspect the work and within said
time, if the work be found to be completed or substantially completed in accordance with the contract documents, the
Owner's Representative shall issue to the Owner and Contractor his certificate of completion, and thereupon it shall be the
duty of the Owner within thirty-one (3 1) days to issue a certificate of acceptance of the work to the Contractor.
44. FINAL PAYMENT
Upon the issuance of the certificate of completion, the Owner's Representative shall proceed to make final measurement and
prepare a final statement of the value of all work performed and materials furnished under the terms of the agreement, and
shall certify same to the'Owner, who shall pay to the Contractor on or before the 31st day after the date of certificate of
completion, the balance due Contractor under the terms of this agreement, provided he has fully performed his contractual
obligations under the terms of this contract; and said payment shall become due in any event upon said performance by the
Contractor. Neither the certificate of acceptance nor the final payment, nor any provisions in the contract documents shall
relieve the Contractor of the obligation for fulfillment of any warranty which may be required in the special conditions (if
any) of this contract or required in the specifications made a part of this contract.
L
45. CORRECTION OF WORK BEFORE FINAL PAYMENT FOR WORK
Contractor shall promptly remove from Owners' premises all materials condemned by the Owner's Representative on
account of failure to conform to the contract, whether actually incorporated in the work or not, and Contractor shall at his
own expense promptly replace such condemned materials with other materials conforming to the requirements of the
contract. Contractor shall also bear the expense of restoring all work of other contractors damaged by any such removal or
replacement. If Contractor does not remove and replace any such condemned work within a reasonable time after a written
notice by the Owner or the Owner's Representative, Owner may remove and replace it at Contractor's expense.
46. CORRECTION OF WORK AFTER FINAL PAYMENT
Neither the final payment nor certificate nor any provision in this contract shall relieve the Contractor of responsibility for
faulty materials or workmanship, and he shall remedy any defects due thereto and pay for any damage to other work
resulting therefrom, which shall appear within a period of one (1) year from the date of substantial completion. The Owner
or the Owner's Representative shall give notice of observed defects with reasonable promptness.
47. PAYMENT WITHHELD
The Owner may, on account of subsequently discovered evidence, withhold or nullify the whole or part of any certificate to
such extent as may be necessary to protect himself from loss on account of-
(a)
f(a) Defective work not remedied.
(b) Claims filed or reasonable evidence indicating possible filing of claims.
(c) Failure of the Contractor to make payments promptly to subcontractors or for materials or labor.
(d) Damage to another contractor.
When the above grounds are removed, or the Contractor provides a surety bond satisfactory to the Owner, which will
protect the Owner in the amount withheld, payment shall be made for amounts withheld because of them.
48. TI1yIE OF FILING CLAIMS
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) days after the Owner's Representative has given any
directions, order or instruction to which the Contractor desires to take exception. The Owners' Representative shall reply to
such written exceptions by the Contractor and render his final decision in writing. In case the Contractor should appeal
from the decision of the Owner's Representative, any demand for arbitration shall be filed with the Owner's Representative
and the Owner in writing within ten (10) days after the date of delivery to Contractor of the final decision of the Owner's
Representative. It is further agreed that final acceptance of the work by the Owner and the acceptance by the Contractor of
the final payment shall be a bar to any claim by either party, except where noted otherwise in the contract documents.
49. ABANDONMENT BY CONTRACTOR
In case the Contractor should abandon and fail or refuse to resume work within ten (10) days after written notification from
the Owner or the Owner's Representative, or if the Contractor fails to comply with the orders of the Owner's Representative,
when such orders are consistent with this contract, this Agreement, or the Specifications hereto attached, 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.
After receiving said notice of abandonment, the Contractor shall not remove from the work any machinery, equipment,
tools, materials or supplies then on the job, but the same, together with any materials and equipment under the contract for
work, may be held for use on the work by the Owner or the Surety of the Contractor, or 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.
R'
In case the Surety should fail to commence compliance with the notice for completion hereinbefore provided for within ten
(10) days after service of such notice, then the Owner may provide for completion of the work in either of the following
elective manners:
(a) The Owner may employ such force of men and use of machinery, equipment, tools, materials and supplies as said
Owner may deem necessary to complete the work and charge the expense of such labor, machinery, equipment,
tools, materials and supplies to said Contractor, and the expense so charged shall be deducted and paid by the
Owner out of such moneys as may be due, or that may thereafter at any time become due to the Contractor under
and by virtue of this 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 his Surety shall pay the amount of such excess to
the Owner; or
(b) The Owner, under sealed bids, after notice published as required by law, at least twice in a newspaper having a
general circulation in the County of location of the work, may let the contract for the completion of the work under
substantially the same terms and conditions which are provided in this contract. In case of any increase in cost to
the Owner under the new contract as compared to what would have been the cost under this contract, such increase
shall be charged to the Contractor and the Surety shall be and remain bound therefore. However, should the cost to
complete any such new contract prove to be less than that which would have been the cost to complete the work
under this contract, the Contractor or his Surety shall be credited therewith.
When the work shall have been substantially completed, the Contractor and his Surety shall be so notified and certificates of
completion and acceptance, as provided in paragraph 42 hereinabove set forth, shall be issued. A complete itemized
a statement of the contract accounts, certified to by Owner's Representative as being correct shall then be prepared and
delivered to Contractor and his Surety, whereon the Contractor or his Surety, or the Owner as the case may be, shall pay the
balance due as reflected by said statement within 30 days after the date of certificate of completion.
In the event the statement of accounts shows that the cost to complete the work is less than that which would have been the
cost to the Owner had the work been completed by the Contractor under the terms of this contract, or when the Contractor
and/or his Surety shall pay the balance shown to be due by them to the Owner, then all machinery, equipment, tools,
materials or supplies left on the site of the work shall be turned over to the Contractor and/or his Surety. Should the cost to
complete the work exceed the contract price, and the Contractor and/or his Surety fail to pay the amount due the Owner
within the time designated hereinabove, and there remains any machinery, equipment, tools, materials or supplies on the
site of the work, notice thereof, together with an itemized list of such equipment and materials shall be mailed to the
Contractor and his Surety at the respective addresses designated in this contract; provided, however, that actual written
notice given in any manner will satisfy this condition. After mailing, or other giving of such notice, such property shall be
held at the risk of the Contractor and his Surety subject only to the duty of the Owner to exercise ordinary care to protect
such property. After fifteen (15) days from the date of said notice the Owner may sell such machinery, equipment, tools,
materials or supplies and apply the net sum derived from such sale to the credit of the Contractor and his Surety. Such sale
may be made at either public or private sale, with or without notice, as the Owner may elect. The Owner shall release any
machinery, equipment, tools, materials, or supplies which remain on the *jobsite and belong to persons other than the
Contractor or his Surety, to their proper owners.
50. ABANDONMENT BY OWNER
In case the Owner shall fail to comply with the terms of this contract, and should fail or refuse to comply with said terms
within ten (10) days after written notification by the Contractor, then the Contractor may suspend or wholly abandon the
work, and may remove therefrom all machinery, tools, and equipment, and all materials on the ground that have not been
included in payments to the Contractor and have not been incorporated into the work. Thereupon, the Owner's
r Representative shall make an estimate of the total amount earned by the Contractor, which estimate shall include the value
of all work actually completed by said Contractor at the prices stated in the the attached proposal, the value of all partially
completed work at a fair and equitable price, and the amount of all Extra Work performed at the prices agreed upon, or
�., provided for by the terms of this contract, and a reasonable sum to cover the cost of any provisions made by the Contractor
{ to carry the whole work to completion, and which cannot be utilized. The Owner's Representative shall then make a final
statement of the balance due the Contractor by deducting from the above estimate all previous payments by the Owner and
*,,, all other sums that may be retained by the Owner under the terms of this Agreement, and shall certify same to the Owner
who shall pay to the Contractor on or before thirty (30) days after the date of the notification by the Contractor the balance
shown by said final statement as due the Contractor, under the terms of this Agreement.
51. BONDS
The successful bidder shall be required to furnish a performance bond and payment bond in accordance with Article 5160,
Vernon's Annotated Civil Statutes in the amount of 100% of the total contract price, in the event said contract price exceeds
$25,000.00. If the contract price does not exceed $25,000.00, the statutory bonds will not be required. All bonds, if
required, shall be submitted on forms supplied by the Owner, and executed by an approved Surety Company authorized to
do business in the State of Texas. And it is further agreed that this contract shall not be in effect until such bonds are so
furnished.
52. SPECIAL CONDITIONS
In the event special conditions are contained herein as part of the contract documents and said special conditions conflict
with any of the general conditions contained in this contract; then in such event the special conditions shall control.
53. LOSSES FROM NATURAL CAUSES
Unless otherwise specified herein, all loss or damage to the Contractor arising out of the nature of the work to be done, or
from the action of the elements, or from any unforeseen circumstance and the prosecution of the same, or from unusual
obstructions or difficulties which may be encountered in the prosecution of the work, shall be sustained and borne by the
Contractor at his own cost and expense.
54. INDEPENDENT CONTRACTOR
Contractor is, and shall remain, an independent contractor with full, complete and exclusive power and authority to direct,
supervise, and control his own employees and to determine the method of the performance of the work covered hereby. The
fact that the Owner or Owner's Representative shall have the right to observe Contractor's work during his performance and
to carry out the other prerogatives which are expressly reserved to and vested 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.
55. CLEANING UP
The Contractor shall at all times keep the premises free from accumulation of debris caused by the work, and at the
completion of the work he shall remove all such debris and also his tools, scaffolding, and surplus materials and shall leave
the work room clean or its equivalent. The work shall be left in good order and condition. In case of dispute Owner may
remove the debris and charge the cost to the Contractor.
CURRENT WAGE DETERNIINATIONS
DGV:da
RESOLUTION
Resolution #2502
January 8, 1987
Agenda Item #18
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 Vernon's Ann.Civ.St., 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; 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:
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the general prevailing rate of per diem wages for public works
•.contracts shall be as set forth in the following named exhibits, which
exhibits shall be attached hereto and made a part hereof for all intents
and purposes:
Exhibit A: Building Construction`Trades
Exhibit B: Paving and Highway Construction Trades
Exhibit C: Electrical Trades
Exhibit D: Overtime Rate
Exhibit E: Weekend and 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 8th day of January
1987.
e •.
r
`f Ranetuk—Boyd, City Secretary
�-- APPROVED T NTENT:
r" Bi 1 P •yne, D rector of Building
Services
PM
B.C. McMINN, MAYOR
APPROVED AS TO FORM:
Donald G.Vandiver, First
Assistant City Attorney
r-
DGV:da
RESOLUTION
Resolution #2502
January 8, 1987
Agenda Item #18
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 Vernon's Ann.Civ.St., 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; 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:
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the general prevailing rate of per diem wages for public works
•.contracts shall be as set forth in the following named exhibits, which
exhibits shall be attached hereto and made a part hereof for all intents
and purposes:
Exhibit A: Building Construction`Trades
Exhibit B: Paving and Highway Construction Trades
Exhibit C: Electrical Trades
Exhibit D: Overtime Rate
Exhibit E: Weekend and 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 8th day of January
1987.
e •.
r
`f Ranetuk—Boyd, City Secretary
�-- APPROVED T NTENT:
r" Bi 1 P •yne, D rector of Building
Services
PM
B.C. McMINN, MAYOR
APPROVED AS TO FORM:
Donald G.Vandiver, First
Assistant City Attorney
EXHIBIT A
City of Lubbock
Building Construction Trades
Prevailing Rates
Craft
Hourly Rate
Acoustical Ceiling Installer
$11.60.
Air Conditioner Installer
8.35
Air Conditioner Installer -Helper
5.50
Bricklayer
10.50
Bricklayer -Helper
5.00
Carpenter
11.00
Carpenter -Helper
5.50
Cement Finisher
7.35
Drywal 1 Vanger
8.70
Electrician
10.50
Electrician -Helper
5.25
Equipment Operator -
Heavy
8.00
Light
5.70
Floor Installer
8.00
Glazier
7.50
Insulator, Piping/Boiler
9.50 "
Insulator -Helper
5.00
Iron Worker
7.30
Laborer, General
4.75
Mortar Mixer
5.60
Painter
..
8.75
Plumber -
9.25
Plumber -Helper
6.00
Roofer
7.65
Roofer -Helper
4.75
Sheet Metal Worker
8,75
Sheet Metal Worker -Helper
5.50
Welder - Certified
8.00
EXHIBIT B
Paving and Highway Construction
Prevailing Wage Rates
Craft
Asphalt Heaterman
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 Machinist
Front End Loader
Heavy Equipment Operator '
Light Equipment Operator
Motor Grade Operator.
Roller
Scraper
Tractor
Truck Driver -
Light
Heavy
Hourly Rate
$5.25
4.75
7.35
4.75
10.50
4.75
6.50
5.50
4.75
5.80
6.50
6.00
6.00
5.25
6.50
5.85
6.40
6.40
8.00
5.25
5.25
5.50
5.25
5.25
EXHIBIT C
Electric Construction Trades
Prevailing Wage Rates
Craft Hourly Rate
Power Line Foreman $11.00
Lineman Journeyman 10.45
Lineman Apprentice Series 8.90
Groundman Series 7.25
EXHIBIT 0
Prevailing Wage Rates
Overtime Rate
The rate for overtime (in excess of forty hours per week) is l 1/2
times base rate.
EXHIBIT E
Prevailing Wage Rates
Weekend and Holiday Rate
The rate for weekend and holiday is.1 1/2 times base rate.
7
roll
SPECIFICATIONS
SPECIFICATIONS FOR
CIVIC CENTER AND AUDITORIUM/COLISEUM
ADA RENOVATIONS
FOR THE
CITY OF LUBBOCK
LUBBOCK, TEXAS
ADLING ASSOCIATES ARCHITECTS
PROJECT NUMBER 369/94
February 10, 1995
SET NUMBER
7
t
i
ADLING ASSOCIATES ARCHITECTS
2529 74th Street Lubbock, Texas 79423-1405 Telephone 806/748-0880 Facsimile 806/748.0744
February 10, 1995
Mr. Freddy Chavez
Operations & Engineering Superintendent
Lubbock Memorial Civic Center &
Municipal Auditorium/Coliseum
1501 6th Street
Lubbock, Texas 79401
CIVIC CENTER AND AUDITORIUM/COLISEUM ADA RENOVATIONS
FREDDY, enclosed is one set of tracings dated February 10, 1995. There is a cover sheet and
sheets numbered A-1CC through A-22CC.
Also enclosed are the following specification sections:
Section Number of Pages
01.031 CC
Cutting, Patching and Alterations Procedures ...........
9
01.041 CC
ProjectCoordination .............................
1
01.045 CC
Quality Control .................................
1
01.090 CC
Reference Standards .............................
5
02.072 CC
Minor Demolition for Remodeling ...................
4
02.110 CC
Site Demolition and Clearing ......................
3
02.200 CC
Earthwork ........... .........................
7
02.210 CC
Site Grading ..................................
2
02.514 CC
Concrete Walks and Paving ........................
4
03.300 CC
Concrete Work ................................
14
04.200 CC
Unit Masonry Work ............. .... ..
8
05.500 CC
Metal Fabrications ..............................
5
06.100 CC
Carpentry Work ................................
5
07.900 CC
Caulking and Sealants ...........................
3
08.150 CC
Hollow Metal Doors and Frames ....................
4
08.700 CC
Finish Hardware ................................
5
08.800 CC
Glass and Glazing ...............................
3
09.260 CC
Gypsum Wallboard Systems ........................
6
10.155 CC
Toilet Partitions ................................
3
10.200 CC
Louvers and Vents ..............................
2
10.800 CC
Toilet Accessories ...............................
3
14.420 CC
Wheelchair Lifts . ......................... ...
5
Special Conditions ...... ....... ........... .
7
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Member American Institute of Architects
369/94 CC CUTTING, PATCHING AND ALTERATIONS PROCEDURES
Section 01.031 Page 1
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. The general provisions of the Contract, including General Conditions and General
Requirements (Division 1), apply to the work specified in this section.
1.02 DESCRIPTION OF REQUIREMENTS
A. Definition: "Cutting and patching" includes cutting into existing construction to provide for the
installation or performance of other work and subsequent filling and patching required to restore
surfaces to their original condition.
1. "Cutting and patching" shall be performed for coordination of the work, to uncover
work for access or inspection, to obtain samples for testing, to permit alterations to
be performed or for other similar purposes.
2. Cutting and patching performed during the manufacture of products, or during the
initial fabrication, erection or installation process is not considered to be "cutting
and patching" under this definition. Drilling of holes to install fasteners and similar
operations are also not considered to be "cutting and patching."
3. "Demolition" is recognized as a related -but -separate category of work which may or may not
require cutting and patching as defined in this section; refer to "Minor Demolition for
Remodeling" section 02.072.
B. Contractor shall be responsible for all cutting, fitting and patching, required to complete the Work
or to:
1. Make its several parts fit together properly.
2. Uncover portions of the Work to provide for installation of ill-timed work.
3. Remove and replace defective work.
4. Join new work to existing work in place.
5. Provide routine penetrations of non-structural surfaces for installation ,piping and electrical
conduit.
C. In addition to Contract requirements, upon written instructions of A/E:
L Uncover work to provide for A/E's or Owner's Representative's observation of covered work.
2. Remove samples of installed Work as specified for testing.
D. Refer to other sections of these Specifications for specific cutting and patching requirements and
limitations applicable to individual units of work. Unless otherwise specified, requirements of this
section apply to mechanical and electrical work.
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369/94 CC CUTTING, PATCHING AND ALTERATIONS PROCEDURES
Section 01.031 Page 2
E. Alterations procedures: The procedures and administrative requirements of this section apply to
all sections of the Specifications which are involved in alterations to existing construction:
1. Extent notes: Cut into or partially remove portions of existing building (as necessary) to make
way for new construction. Include such work as:
a. Cutting, moving or removal of items shown to be cut, moved or removed.
b. Cutting, moving or removal of items not shown to be cut, moved, or removed, but which
+� must be cut, moved, or removed to allow new work to proceed. Work or items which are
to remain in finished work shall be patched or reinstalled after their cutting, moving or
removal, and their joints and finishes made to match adjacent or similar work.
c. Removal of existing surface finishes as needed to install new work and finishes.
d. Removal of abandoned items and removal of items serving no useful purpose, such as
abandoned piping.
e. Repair or removal of dangerous or unsanitary conditions resulting from alterations work.
F. Payments: Costs caused by ill-timed or defective work, or work not shown or specified in the
Construction Documents shall be incurred by party responsible for ill-timed, rejected or non-
conforming work.
G. Work performed shall be in accordance with applicable codes, regulations and ordinances having
jurisdiction.
H. Existing warranties: Perform replacing, patching and repairing of material and surfaces cut or
damaged by methods and with material so as not to void, in any way, warranties or bonds required
under this Contract or in force on existing work (or work performed under other contracts).
1.03 QUALITY ASSURANCE
A. Requirements for Structural Work: Do not cut and patch structural work in a manner that would
result in a reduction of load -carrying capacity or of load -deflection ratio.
B. Before cutting and patching structural members obtain the A/E's approval to proceed with cutting
and patching as described in the procedural proposal for cutting and patching.
C. Operational and Safety Limitations: Do not cut and patch operational elements or safety related
4;
components in a manner that would result in a reduction of their capacity to perform in the
manner intended, including energy performance, or that would result in increased maintenance, or
decreased operational life or decreased safety.
D. Visual requirements: Do not cut and patch work exposed on the building's exterior or in its occupied
spaces in a manner that would, in the A-E/Owner's opinion, result in lessening the building's aesthetic
�„� qualities. Do not cut and patch work in a manner that would result in substantial visual evidence of
cut and patch work. Remove and replace work judged by the A-E/Owner to be cut and patched in a
visually unsatisfactory manner. Use a recognized experienced and specialized firm to cut and patch
exposed work.
369/94 CC CUTTING, PATCHING AND ALTERATIONS PROCEDURES
Section 01.031 Page 3
1.04 SUBMITTALS
A. General: Submit a written request to the A/E well in advance of executing any cutting or alteration
which affects:
1. Work of the Owner or any separate Contractor.
2. Structural value or integrity of any element of the Project.
3. Integrity or effectiveness of weather -exposed or moisture -resistant elements or systems.
4. Efficiency, operational life, maintenance or safety of operational elements.
5. Visual qualities of sight -exposed elements.
B. Content: Request shall include:
1. Identification of the Project.
2. Description of affected work.
3. The necessity for cutting, alteration or excavation.
4. Effect on work of Owner or any separate Contractor, or on structural or weatherproof integrity of
Project:
5. Description of proposed work:
a. Scope of cutting, patching, alteration, or excavation.
b. Trades who will execute the work.
c. Products proposed to be used. _
d. Extent of refinishing to be done.
6. Alternates to cutting and patching.
7. Written permission of any separate Contractor whose work will be affected.
8. List utilities that will be disturbed or otherwise be affected by the Work, including those that will
be relocated and those that will be out -of -service temporarily. Indicate how long utility services will
be disrupted.
9. Where cutting and patching of structural work involves the addition of reinforcement, "submit
details and engineering calculations to show how that reinforcement is integrated with the original
structure to satisfy requirements.
10. Approval by the A-E/Owner to proceed with cutting and patching work does not waive
the A/E's right to require at a later date complete removal and replacement of work
found to be cut and patched in an unsatisfactory manner.
7
g 369/94 CC CUTTING, PATCHING AND ALTERATIONS PROCEDURES
Section 01.031 Page 4
1.05 MATERIALS
A. Except as otherwise indicated, or as directed by the A-E/Owner, use materials for cutting and patching
that are identical to existing materials. If identical materials are not available, or cannot be used, use
materials that match existing adjacent surfaces to the fullest extent possible with regard to visual effect.
Use materials for cutting and patching that will result in equal -or -better performance characteristics.
B. Should conditions of Work or the schedule indicate a change of products from original installation, the
Contractor shall submit a request for substitution as specified in section 01.600.
1.06 INSPECTION
A. Carefully examine the premises to determine the extent of work and the condition under which it must
be done, including elements subject to movement or damage during cutting and patching. No extra
payments will be allowed for claims for additional work that could have been determined or
anticipated by such inspection. After uncovering work, inspect conditions affecting installation of new
products.
B. Field conditions: Check and verify Contract Documents and field conditions before proceeding with
work. If there are any questions regarding these or other coordination questions, the Contractor is
responsible for obtaining clarification from the A/E before proceeding with work or related work in
question.
C. Before cutting, examine surfaces to be cut and patched and conditions under which the work is to be
performed. If unsafe or otherwise unsatisfactory conditions are encountered, take corrective action
before proceeding with work.
D. Before start of cutting work, meet at work site with all parties involved in cutting and patching,
including mechanical and electrical trades. Review areas of potential interference and conflict between
the various trades. Coordinate layout of work and resolve potential conflicts before proceeding with
the work.
1.07 PREPARATION
A. Temporary supports: To prevent failure provide temporary support of work to be cut. The
responsibility for the safety of persons and property is the Contractor's during work of this Contract.
B. Protection: Protect adjacent improvements and other work during cutting and patching to prevent
damage. Provide protection from adverse weather conditions for that part of the project that may be
exposed during cutting and patching operations. Avoid interference with use of adjoining areas or
interruption of free passage to adjoining areas. Take precautions not to cut existing pipe, conduit or
duct serving the building (but scheduled to be relocated) until provisions have been made to bypass
them.
1.08 PERFORMANCE
A. General: In performing the work prescribed herein, it will be the Contractor's responsibility to repair
all existing construction disturbed, relocated, damaged or altered an all new construction installed, as
required to hide all evidence of work and to refinish this construction to match existing finish and
appearance.
369/94 CC CUTTING, PATCHING AND ALTERATIONS PROCEDURES
Section 01.031 Page 5
B. Damage: Contractor shall be responsible for the repairs of any accidental damage the Contractor
inflicts upon the existing work to remain. If, for any reason, damage to existing work or utilities is
considered to be unavoidable, submit written notification. The Contractor assumes full responsibility
for damage and the cost of satisfactorily repairing or replacing the damaged work.
C. Workmanship: Contractor and Subcontractors shall cooperate fully in performance of work. Cutting
of new work shall be avoided. However, if cutting, patching, repairing, removing and/or replacing is
necessary, it shall be performed in accordance with the requirements of the Contract Documents. In
all cases, exercise care in cutting operations. Perform operations under supervision of competent
mechanics skilled in applicable trade.
D. Cutting: Cut the work using methods that are least likely to damage work to be retained or adjoining
work.
1. Where cutting is required use hand or small power tools designed for sawing or grinding, not
hammering and chopping. Cut through concrete and masonry using a cutting machine such as a
carborundum saw or core drill to ensure a neat hole. Cut holes and slots neatly to sizes required
with existing finished surfaces, cut or drill from the exposed or finished side into concealed
surfaces. Temporarily cover openings when not in use.
2. Bypass utility services such as pipe and conduit before cutting where such utility services are shown
or required to be removed, relocated or abandoned. After bypassing and cutting, cap, valve or plug
and seal tight remaining portion of pipe and conduit to prevent entrance of moisture or other
foreign matter.
E. Patching: Patch with seams which are durable and as invisible as possible. Comply with specified
tolerances for the work. Where no tolerances are specified, patchwork shall match existing work and
existing tolerances. Where feasible, inspect and test patched areas to demonstrate integrity of work.
Restore exposed finishes of patched areas and, where necessary, extend finish restoration into retained
adjoining work in a manner which will eliminate evidence of patching and refinishing.
1.09 ALTERATIONS TO EXISTING BUILDING
A. General:
1. Work Sequence: List required scheduling or sequence for project.
2. Security: When keys to locked areas are needed to perform work, obtain from staff member
designated by Owner. Return keys at end of each workday.
3.: Maintenance of Access and Operations:
a. During period of construction, the Owner will continue to perform normal activities in existing
building. Maintain proper and safe access to the Owner -occupied areas at all times.
b. Schedule demolition and remodeling operations with Owner in such a manner as to allow
Owner operations to continue with minimum interruption.
c. During period of construction, do not obstruct in any manner existing exit passageways of
Owner -occupied areas. Maintain existing fire doors in an operable condition.
7
369/94 CC CUTTING PATCHING AND ALTERATIONS PROCEDURES
Section 01.031 Page 6
4. Maintenance of Existing Services:
a. Maintain environmental control in existing buildings, especially temperature, humidity and dust
control.
b. Provide temporary lines and connections as required to maintain existing mechanical and
electrical services in building.
c. Schedule utility interruptions with the Owner's Representative.
B. Extent:
1. Cutting and removal work shall be performed so as not to cut or remove more than is necessary
and so as not to damage adjacent work.
2. Conduct work in such a manner as to minimize noise and accumulation and spread of dirt and
dust.
3. Drill holes for conduit and piping using core drills.
4. All penetrations in slab, columns, etc., to be pilot -drilled to determine the exact location and
possible interference with any other items. (For example rebar, piping, anchors, etc.) Joists, beams
and columns are not to be cut, drilled or modified without prior written approval.
C. Shoring, Bracing and Capping: Provide shores, needling, and bracing as needed to keep building
structurally secure and free of deflection in all its parts, and as needed for installation of new structural
members.
D. Responsibility and Assignment to Trades:
1. Contractor shall assign the work of moving, removing, cutting, patching and repairing to trades
under Contractor's supervision to cause the least damage to each type of work encountered, and to
return the building as much as possible to the appearance of new work.
2. Patching of finished materials shall be assigned to mechanics skilled in the work of the finish trade
involved.
E. Protection:
1. Protect remaining finishes, equipment, and adjacent work from damage caused by cutting, moving,
removing, and patching operations. Protect surfaces which will remain a part of the finished work.
2. Protect existing facilities and features within designated construction limits and along corridor
access routes to construction areas.
3. During demolition, cutting and construction, provide positive dustcontrol by wetting dusty debris
and by completely sealing openings to Owner -occupied areas with temporary partitions to prevent
spread of dust and dirt to adjacent areas.
4. After materials, equipment and machinery are installed, properly protect Work until final
369/94 CC CUTTING, PATCHING AND ALTERATIONS PROCEDURES
Section 01.031 Page 7
acceptance.
5. Any damage resulting from construction operations shall be repaired by the Contractor (or
responsible Subcontractor as applicable) without cost to the Owner.
6. During non -working hours, provide continuous security at'openings cut into existing exterior roofs.
F. Temporary Barricades/Partitions: Maintain temporary and dust partitions to seal openings to Owner -
occupied areas.
1. Provide temporary guardrails/barricades.
2.. Dust control: The dust resulting from cutting and patching shall be controlled to prevent the
spread of dust to occupied portions of the building and to avoid creation of a nuisance in the
surrounding area. Use of water will be permitted as indicated. Provide drop cloths or other
suitable barriers to prevent dust from travelling to other portions of the building. Seal off all
return air registers or other mechanical systems to prevent dust from entering such systems.
G. Debris:
1. Remove debris promptly from the building and deposit in Contractor -furnished dumpster
containers. Removed material, except that listed or marked by the Owner for retention, becomes
property of the Contractor. Contractor shall remove dumpster stored debris and materials and
shall dispose of removed material legally. Do not burn on site. Do not allow debris to enter
sewers.
2. Do not let piled material endanger structures.
3. During cutting and coring operations, use metal lined wood box secured tight against surface, to
catch falling debris and water.
1.10 PATCHING, EXTENDING AND MATCHING FOR ALTERATIONS WORK
A. Skill: Patch and extend existing work using skilled mechanics who are capable of matching the existing
quality of workmanship.
B. Patching:
1. In areas where any portion of an existing finished surface is damaged, lifted, stained or otherwise
made or found to be imperfect, patch or replace the imperfect portion of the surface with matching
material.
2. Provide adequate support or substrate for patching of finishes.
3. When existing surface mounted fixtures, such as, but not limited to, pipes, grills, ducts, electrical
boxes, conduit, etc., are shown to be removed or are no longer required for the new work, and such
surface mounted items occur in existing walls, floors, or ceiling which are indicated as the finish for
the new work, Contractor shall patch, seal or otherwise cover all penetrations resulting from the
removed item using materials and textures to match adjacent finishes.
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369/94 CC CUTTING.' PATCHING AND ALTERATIONS PROCEDURES
M. Section 01.031 Page 8
C. Quality:
1. No concerted attempt has been made to describe each of the various existing products that must be
used to patch, match, extend, or replace existing work. Obtain all such products in time to
complete the work on schedule. Such products shall be provided in quality which is in no way
inferior to the existing products.
2. The quality of the products that exist in the building as apparent during prebid site visits shall serve
as the Specification requirement for strength, appearance, and other characteristics.
D. Transitions:
1. Where new work abuts or finishes flush with existing work make transitions as smooth and
7 workmanlike as possible. Patched work shall match existing adjacent work in texture and
appearance so as to make the patch or transition invisible to the eye at a distance of 3 feet.
1T` 2. Where masonry or other finished surfaces are cut in such a way that smooth transitions with new
work are not possible, terminate the existing surface in a neat fashion along a straight line at a
natural line of division and provide trim appropriate to the finished surface.
E. Matching:
1. Restore existing work that is damaged during construction to a condition equal to its condition at
the time of the start of the Work.
F. Overall Requirement that the Work be Complete:
1. Where a product or type of construction occurs in the existing building and it is not specified as a
part of the new work, provide such products or types of construction as needed to patch, extend or
match existing work.
2. These Specifications will generally not describe existing products or standards of execution, nor will
they enumerate products which are not a part of new construction. Existing product is its own
specification.
3. The presence of any product or type of construction in the existing work shall cause its patching,
extending, or matching to be performed as necessary to make the work complete and consistent to
identical standards of quality.
1.11 REPAIR IN CONJUNCTION WITH ALTERATION WORK
A. Replace work damaged in the course of alterations, except at areas approved by the A-E/Owner for
repair.
B. Where full removal of extensive amounts of almost suitable work would be needed to replace damaged
portions, then filling, spackling, straightening, and similar repair techniques, followed by full
refinishing, will be permitted.
C. If repaired work is not brought up to the standard for new work the A/E will direct that it be cut out
and replaced with the new work at no additional cost to the Owner.
7
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369/94 CC CUTTING, PATCHING AND ALTERATIONS PROCEDURES
Section 01.031 Page 9
1.12 REMOVAL AND RELOCATION
A. Items indicated for removal and relocation shall be assigned to mechanics skilled in the particular
trade involved. All items shall be cleaned prior to relocation.
B. Each Successive Trade:
1. As each trade finishes its work on each part of the alterations work and related new work, it shall
clean up its work area and make work surfaces ready for the work of the succeeding trades.
2. Spillage, overspray, collections of dust or debris, and damage of Owner -occupied spaces shall be
cleaned or remedied immediately by the responsible trade.
C. Each area as it is completed:
1. As soon as work in each area of the alterations is complete, clean all surfaces, remove equipment,
salvage and debris, and return in condition suitable for use by the Owner as quickly as possible.
D. Each trade and subcontractor shall deposit debris in Contractor furnished dumpster containers on site.
Contractor shall remove containers from site and dispose of trash legally. Take precautions to
eliminate blowing or spillage of debris onto the site.
PART 2 PRODUCTS
(Does Not Apply)
PART 3 EXECUTION)
(Does Not Apply)
End of Section
7
369194 CC PROJECT COORDINATION
Section 01.041 Page 1
PART 1 GENERAL
1.01 SUMMARY
A. Coordinate scheduling, submittals, and work of various sections of Specifications to ensure
efficient and orderly sequencing of installation of interdependent construction elements.
B. Verify that utility requirement characteristics of operating equipment are compatible with building
utilities. Coordinate work of various sections having interdependent responsibilities for installing,
connecting to, and placing in service such equipment.
C. Coordinate space requirements and installation of mechanical and electrical items which are indicated
diagrammatically on the Drawings. Follow routing shown as closely as practical; place runs parallel with
building lines. Utilize spaces efficiently to maximize accessibility for other installations, for
maintenance, and for repairs.
D. In finished areas, conceal pipes, ducts and wiring within construction. Coordinate locations of fixtures
and outlets with finish elements.
E. Coordinate completion and cleanup of work of separate sections in preparation for Substantial
Completion.
F. After Owner occupancy, coordinate access to site for correction of defective Work and Work not in
accordance with the Contract Documents to minimize disruption of Owner's activities.
End of Section
369/94 CC QUALITY CONTROL
Section 01.045 Page 1
PARTI. GENERAL
1.01 QUALITY ASSURANCE AND CONTROL OF INSTALLATION
A. Monitor quality control over suppliers, manufacturers, products, services, site conditions and
workmanship to produce Work of specified quality.
B. Comply fully with manufacturers' instructions, including each step in sequence.
C. Should manufacturers' instructions conflict with Contract Documents, request clarification from
Architect before proceeding.
D. Comply with specified standards as a minimum quality for the Work except when more
stringent tolerances, codes, or specified requirements indicate higher standards or more precise
workmanship.
E. Perform work by persons qualified to produce workmanship of specified quality.
F. Secure products in place with positive anchorage devices designed and sized to withstand
stresses, vibration, physical distortion, corrosion or disfigurement.
1.02 MANUFACTURER'S FIELD SERVICES AND REPORTS
A. When specified in individual Specification sections, require material or product suppliers or
manufacturers to provide qualified staff personnel to observe site conditions, conditions of
surfaces and installation, quality of workmanship, or startup of equipment, as applicable, and to
initiate instructions when necessary.
B. Individuals shall report observations and site decisions or instructions given to applicators or
installers that are supplemental or contrary to manufacturers' written instructions.
C. Submit report to Architect for review in duplicate within 10 days of observation.
End of Section
6.
F 369/94 CC REFERENCE STANDARDS
PM Section 01.090 Page 1
PARTI. GENERAL
1.01 STANDARDS
A. References to standards, codes, Specifications, recommendations and regulations refer to the latest
edition or printing prior to date of issue of the Contract Documents.
B. Applicable portions of standards listed that are not in conflict with Contract Documents are
hereby made a part of the Specifications.
C. Modifications or exceptions to Standards shall be considered as amendments and unmodified
portions shall remain in full effect. In cases of discrepancies between standards, the more
stringent requirements shall govern.
D. Schedule of Standards
l -
Acoustical & Insulation Materials Association (AIMA)
nee: (AMA)
Acoustical Society of America (ASA)
Adhesive and Sealant Council
Air Conditioning and Refrigeration Institute (ARI)
Air Diffusion Council (ADC)
Air Movement and Control Assoc. (AMCA)
Aluminum Association (AA)
American Architectural Manufacturers Assoc. (HAMA)
American Association of Nurserymen (AAN)
y
American Association of State Highway Officials (AASHO)
American Association of Textile Chemists (AATCC)
American Concrete Institute (ACI)
American Concrete Pipe Assoc. (ACPA)
American Council of Independent Laboratories
American Gas Assoc. (AGA)
American Hardboard Assoc. (AGA)
American Hot Dip Galvanizers Association (AHDGA)
American Industrial Hygiene Assoc. (AIHA)
r"
American Institute of Architects (AIA)
American Institute of Electrical Engineers (AIEE)
American Institute of Steel Construction (RISC)
PKA
American Institute of Timber Construction (AITC)
American Insurance Association (AIA)
nee: National Board of Fire Underwriters
American Iron and Steel Institute (AISI)
American Lumbar Standards Committee (ALSC)
American National Standards Institute (ANSI)
nee: American Standards Association (ASA)
�+
American Parquet Assoc. (A.P.A.)
American Petroleum Institute (API)
American Plywood Association (APA)
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369/94 CC REFERENCE STANDARDS
Section 01.090 Page 2
American Society of Heating, Refrigerating and Air
Conditioning Engineers (ASHRE)
American Society of Mechanical Engineers (ASME)
American Society of Plumbing Engineers (ASPE)
American Society of Sanitary Engineering (ASSE)
American Society for Testing and Materials (ASTM)
American Water Works Assoc. (AWWA)
American Welding Society (AWS) -
American Wood Preservers Association (AWPA)
American Wood Preservers Bureau (AWPB)
Anti -Friction Bearing Manufacturers Assoc. (AFBMA)
Architectural Aluminum Manufacturer's Association (HAMA)
Architectural Woodwork Institute (AWI)
Asphalt Institute (Al)
Asphalt Roofing Manufacturers, Assoc. (ARMA)
Associated Air Balance Council (AABC)
Associated Laboratories (ALI)
Association of Home Appliance Manufacturers (AHAM)
Association of Official Analytical Chemists (ADAC)
Association of Official Seed Analysts (AOSA)
Brick Association of North Carolina (BANC)
Brick Institute of America (BIA)
Builder's Hardware Manufacturers Assoc. (BHMA)
Business and Institutional Furniture Manufacturers Assoc.
(BIFMA)
California Redwood Association (CRA)
Carpet and Rug Institute (CRI)
Cast Iron Soil Pipe Institute (CISPI)
Ceiling and Interior Systems Contractors Assoc. (CISCA)
Ceramic Tile Institute of America (CTI)
Certified Ballast Manufacturers Assoc. (CBM)
Chain Link Fence Manufacturers Institute (CLFMI)
Code of Federal Regulations (CFR)
Available from the Government Printing Office
Color Association of the United States (CAUS)
Commercial Standards (CS)
Compressed Air and Gas Institute (GAGI)
Compressed Gas Assoc. (CGA)
Concrete Reinforcing Steel Institute (CRSI)
Consumer Product Safety Commission (CPSC)
Copper Development Assoc. ,(CDA)
Corp of Engineers (CE)
Davis - Bacon Act (DBA)
Decorative Laminate Products Assoc. (DLPA)
Department of Commerce (DOC)
Department of Transportation (DPT)
Door and Hardware Institute (DHI)
Electronic Industries Assoc. (EIA)
Polk
369/94 CC REFERENCE STANDARDS
Section 01.090 Page 3
Elevator Safety Code as Approved by the American Standards
rR
Association (ASE Code)
Environmental Protection Agency (EPA)
ETL Testing Laboratories, Inc. (ETL)
Exchange Carriers Standards Assoc. (ECSA)
rExpansion
Joint Manufacturers Assoc. (EJMA)
Exterior Insulation Manufacturers Assoc. (EIMA)
Facing Tile Institute (FTI)
Factory Mutual Research Corporation (FMRC)
nee: (FMEC)
Federal Aviation Administration (FAA)
r,..
Federal Communications Commission (FCC)
Federal Housing Administration (FHA)
(US Department of Housing and Urban Development)
Federal Specifications (FS)
Flat Glass Jobbers Association (FGJA)
Flat Glass Marketing Assoc. (FGMA)
Fluid Controls Institute (FCI)
.•.
General Services Administration (GSA)
Gypsum Association (GA)
"
Hardwood Manufacturers Assoc. (HMA)'
Hardwood Plywood Institute (HPI)
Hardwood Plywood Manufacturers (HPMA)
Heat Exchange Institute (HEI)
Hydronics Institute (HI)
Hydraulic Institute (H.I.)
I
Illuminating Engineering Society of North America (IESNA)
Indiana Limestone Institute of America (ILI)
Industrial Risk Insurers (IRI)
Instrument Society of America (ISA)
International Municipal Signal Assoc. (IMSA)
Institute of Business Designers (IBD)
Institute of Electrical and Electronic Engineers (IEEE)
Insulated Cable Engineers Association, Inc. (ICER) "
Insulating Glass Certification Council (IGCC)
-�
International Electrotechnical Commission (IEC)
Lead Industries Association, Inc. (LIA)
Lightening Protection Institute (LPI)
^,
Manual of Accident Prevention in Construction
Associated General Contractors of America (AGC)
".-
Manufacturers Standardization Society of the Valve and
Fittings Industry (MSS)
Maple Flooring Manufacturers Assoc (MFMA)
Marble Institute of America (MIA)
Mechanical Contractors Association of America (MCAA)
...,
Metal Building Manufacturer's Assoc. (MBMA)
Metal Lath/Steel Framing Assoc. (MUSFA)
Military Standardization Documents (MIL)
(US Department of Defense)
1^
369/94 CC. REFERENCE STANDARDS
Section 01.090 Page 4
National Asphalt Pavement Assoc. (NAPA)
National Association of Architectural Metal
Manufacturers (NAAMM)
National Association of Plastic Fabricators (NAPF)
(now DLPA)
National Builders Hardware Assoc. (NBHA)
National Building Granite Quarries Association (NBGOA)
National Concrete Masonry Association (NCMA)
National Council on Radiation Protection and Measurements
(NCRPM)
National Electric Code (NEC)
National Electrical Contractors Assoc. (NECA)
National Electrical Manufacturer's Association (NEMA)
National Elevator Industry, Inc. (NEII)
National Fire Protection Association (NFPA)
National Forest Products Assoc. (N.F.P.A.)
National Hardwood Lumber Association (NHLA)
National Institute of Standards and Technology (NIST)
National Kitchen Cabinet Assoc. (NKCA)
National Lumber Grades Authority (NL( A)
National Oak Flooring Manufacturers Assoc. (NOFMA)
National Paint and Coatings Assoc. (NPCA)
National Particleboard Assoc. (NPA)
National Roofing Contractors Association (NRCA)
National Sanitation Foundation (NSF)
National School Supply and Equipment Assoc. (NSSEA)
National Terrazzo and Mosaic Association (NTMA)
National Wood Window and Door Assoc. (NWWDA)
National Woodwork Manufacturer's Association (NWMA)
Occupational Safety and Health Administration (OSHA)
Painting and Decorating Contractors of America (PDCA)
Plumbing and Drainage Institute (PDI)
Porcelain Enamel Institute (PEI)
Portland Cement Association (PCA)
Prestressed Concrete Institute (PCI)
Product Standard of NBS (PS)
Redwood Inspection Service (RIS)
Resilient Floor Covering Institute (RFCI)
Rubber Manufacturers Assoc. (RMA)
Rural Electrification Administration (REA)
(US Department of Agriculture)
Safety Glazing Certification Council (SGCC)
Scientific Apparatus Makers Assoc. (SAMA)
Sealed Insulating Glass Manufacturers Assoc. (SIGMA)
Sheet Metal and Air Conditioning Contractors National
Association Inc. (SMACNA)
Seigle Ply Roofing Institute (SPRI)
Southern Hardwood Lumber Manufacturers Assoc. (SHLMA)
(now HMA)
369/94 CC REFERENCE STANDARDS
Section 01.090 Page 5
(Does Not Apply)
PART 3 EXECUTION
(Does Not Apply)
End of Section
Southern Pine Inspection Bureau (SPIB)
Standard Code for Arc and Gas Welding of the American
Welding Society Steel Joist Institute (SJI)
Steel Deck Institute (SDI)
�.,
Steel Door Institute (S.D.I.)
Steel Joist Institute (SJI)
Steel Structures Painting Council (SSPC)
Steel Window Institute (SWI)
Structural Clay Products Institute (SCPI)
Submersible Wastewater Pump Assoc. (SWPA)
Sump and Sewage Pump Manufacturers Assoc. (SSPMA)
r-�
Texas Department of Transportation (TDOT)
Thermal Insulation Manufacturers Assoc. (TIMA)
Tile Council of America (TCA)
Truss Plate Institute (TPI)
Underwriter's Laboratory (UL)
U.S. Department of Agriculture (USDA)
United States Department of Health and Human Services
Unites States Department of Labor (DOL) (USDOL)
U.S. Pharmacopoeia (USP)
U.S. Postal Service (USPS)
Wallcovering Manufacturers Assoc. (WCMA)
Water Systems Council (WSC)
West Coast Lumber Inspection Bureau (WCLIB)
Western Lath Plaster Drywall Industries Assoc. (WLPDIA)
rm
(Formerly California Lath & Plaster Assoc.)
Western Wood Products Assoc. (WWPA)
Wire Reinforcement Institute (WRI)
rp
Wood and Synthetic Flooring Institute (WSFI)
Woodwork Institute of California (WIC)
Woven Wire Products Assoc. (W.W.P.A.)
i
PART 2 PRODUCTS
(Does Not Apply)
PART 3 EXECUTION
(Does Not Apply)
End of Section
0
369/94 CC MINOR DEMOLITION FOR REMODELING
Section 02.072 Page 1
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. The general provisions of the Contract, including General Conditions and General Requirements
(Division 1), apply to the work specified in this section.
1.02 WORK INCLUDED
A. The extent of demolition work is shown and noted on the Drawings and specified herein. All
demolition work noted on the Drawings shall be performed under this Contract.
B. Coordinate work of trades and schedule elements of alterations and renovation work by procedures and
methods herein specified to expedite completion of work.
C. Cap and identify exposed utilities.
D. Patch floors and walls where walls, utilities or other items have been removed.
E. In addition to that specifically shown, cut, move or remove items necessary to provide access or to allow
alterations and new work to proceed. Include such items as:
1. Repair or removal of hazardous or unsanitary conditions.
2. Removal of unsuitable or extraneous materials not marked for salvage, such as rotted wood, rusted
metals and deteriorated concrete.
3. Cleaning of surfaces, and removal of surface finishes as needed to install new work and finishes.
F. Patch, repair and refinish existing items to remain, to the specified condition for each material. Provide
a workmanlike transition to adjacent new items of construction.
1.03 PROTECTION
A. Do not interfere with use of adjacent areas. Maintain free and safe passage to area of work and in
public corridors adjacent to area of work.
B. Prevent movement or settlement of structure(s). Assume liability for such movement, settlement,
damage or injury.
C. Cease operations and notify the Architect immediately if safety of structure appears to be endangered.
Take precautions to properly support structure. do not resume operations until safety is restored.
D. Provide, erect and maintain barricades, lighting, and guardrails as required by applicable regulatory
advisory to protect occupants of budding and workers.
E. Protect existing finishes, equipment, and adjacent work which is scheduled to remain. Protect existing
and new work from weather and extremes of temperature.
1. Maintain existing interior work above 60 degrees F.
l
369/94 CC MINOR DEMOLITION FOR REMODELING
r Section 02.072 Page 2
j 2. Provide weather protection, waterproofing, heat and humidity control as needed to prevent damage
to remaining existing work and to new work.
r�
1.04 QUALITY ASSURANCE
A. Assign the work of moving, removal, cutting and patching to trades qualified to perform the work in a
manner to cause the least damage to each type of work, and provide a means of returning surfaces to
the appearance of new work.
,..� PART 2 PRODUCTS
2.01 MATERIALS
A. Verify with the Architect before moving any debris or material from the site.
B. Relics and antiques (i.e. Cornerstones and their contents, commemorative plaques, and tablets) and
similar objects remain the property of the Owner. Notify Architect prior to removal, and obtain
acceptance regarding method of removal
C. Carefully remove, store and protect for reinstallation of items indicated to be reinstalled on the plans.
D. Carefully remove the materials and equipment,indicated on the plans to be removed and to be retained
by the Owner. Deliver and store where directed by the Architect.
E. Salvage sufficient quantities of cut or removed material to replace damaged work or existing
construction when material is not readily obtainable on current market.
F. Do not incorporate salvaged or used material in new construction without the permission of the
Architect, except where it is indicated on the Drawings that salvaged or existing materials are to be
used.
G. Floor patch materials shall be equal to "Campus Latex Repair Kit" to level floors or "Pavecrete" to
patch holes.
2.02 PRODUCTS FOR PATCHING, EXTENDING AND MATCHING
A. Provide same products of types of construction as that in existing structure as needed to patch, extend
or match existing work. Generally the Contract Documents will not define products or standards of
workmanship present in existing construction. The Contractor shall determine products by inspection
and necessary testing.
B. The presence of a product, finish, or type of construction requires that patching, extending or matching
shall be performed as necessary to make the Work complete and consistent to identical standards of
quality.
PART 3 EXECUTION
3.01 PREPARATION
0
369/94 CG MINOR DEMOLITION FOR REMODELING
Section 02.072 Page 3
A. Carry out demolition work to cause as little inconvenience to adjacent occupied budding areas as
possble.
B. When demolition work creates an excess amount of dust, provide protection around the source to.
contain the dust and prevent it from entering spaces that the public uses or any other spaces that are
used for any purpose other than this construction project.
C. Notify the Architect at least 72 hours before concrete slab drilling or cutting. Schedule all construction
activities that involve extreme vibration and noise with the Architect.
3.02 GENERAL REQUIREMENTS
A. Demolish in an orderly and careful manner as required to accommodate new work. Protect existing
foundations, walls, supporting structural members, openings and utilities that remain.
B. Perform demolition in -accordance with applicable authorities having jurisdiction..
C. Perform cutting and removal work to remove minimum materials necessary, and in a manner to avoid
damage to adjacent work. Cut surfaces such as masonry, tile, plaster or metal by methods designed to
terminate surfaces in a straight line at a natural point of division.
D. Patch and extend existing work using skilled mechanics who are capable of matching existing quality
workmanship. Quality of patched or extended work shall not be less than that specified for new work.
E. Patch and replace any portion of an existing finished surface which is found to be damaged, lifted,.
discolored, or shows other imperfections with matching material.
1. Provide adequate support of substrates prior to patching a finish.
2. Refinish patched portions of painted or coated surfaces in a manner to produce a uniform color and
texture over the entire surface.
3. When existing surface finish conditions cannot be matched, refinish entire surface to the nearest
intersections.
F. When new work abuts or finishes flush with existing work, make a smooth and workmanlike transition.
Patched work shall match existing adjacent work in texture and appearance so that the patch or
transition is invisible at a distance of five feet. When finished surfaces are cut in such a way that a
smooth transition with new work is not possible, terminate existing surface in a neat manner along a
straight line as a natural line of division, and provide trim appropriate to.finished surface.
G. Repair all demolition performed in excess of that required, at no cost to the Owner.
H. , Burning of materials.on site is not permitted.
I. Remove from site, contaminated, vermin -infested or dangerous materials encountered and dispose of by
safe means so as not to endanger health of workers and public. _
J. Remove tools and equipment from site upon completion of work. Leave site in a condition acceptable
to the Architect.
369/94 CC MINOR DEMOLITION FOR REMODELING
Section 02.072 Page 4
K. Remove debris daily from the site.
L. Clean spillage, overspray, and heavy collections of dust in Owner occupied areas immediately.
M. At completion of work of each trade, clean area and make surfaces ready for work of successive trades.
N. Saw cut existing concrete slabs where demolition is required.
3.03 FLOOR PATCHING
A. Repair all floors where walls, utilities or other items are removed.
B. Fill all holes in concrete floor slab with fine sand/cement mixture with bonding agent, equal to
"Pavecrete".
C. All floor patching shall be performed to the satisfaction of the Architect and to the finish flooring
contractors.
End of Section
a
369/94 CC SITE DEMOLITION AND CLEARING
Section 02.110 Page 1
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. The general provisions of the Contract, including General Conditions and General Requirements
(Division 1), apply to the work specified in this section.
1.02 DESCRIPTION OF WORK
A. The extent of site demolition and clearing is shown on the Drawings and specified herein. All
above and below grade obstructions conflicting with new construction shall be removed under this
heading. Site clearing operations required in this section include, but are not necessarily limited
to the following:
1. Removal of vegetation.
2. Removal of surplus materials.
3. Removal of existing concrete walks and ramps.
4. Removal of trees is by Owner.
5. Water sprinkler removal by Owner.
1.03 GENERAL REQUIREMENTS
A. The Contractor shall take precautions.to protect existing facilities and features to remain. Any
damage caused by the Contractor shall be repaired immediately at no expense to the Owner.
PART 2 PRODUCTS
(Does not Apply)
PART 3 EXECUTION
3.01 DEMOLITION
A. Demolition includes the complete wrecking of structures and the removal and disposal of
demolished materials, as shown on the Drawings and herein specified.
B. The Owner assumes no responsibility for the actual condition of structures and items to be
demolished.
C. The use of explosives will not be permitted.
D. Conduct demolition operations and the removal of debris to ensure minimum interference with
roads, streets, walks, highways and other adjacent occupied or used facilities.
E. Do not close or obstruct streets, walks or other occupied or used facilities without permission from
authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if
required by governing regulations.
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C' 369/94 CC SITE DEMOLITION AND CLEARING
Section 02.110 Page 2
F. Ensure the safe passage of persons around the area of demolition. Conduct operations to prevent
injury to adjacent buildings, structures, other facilities and persons.
G. Promptly repair damages caused to adjacent facilities by demolition operations at no cost to the
Owner.
H. Maintain existing utilities, indicated to remain, keep in service and protect against damage during
demolition operations.
I. Demolish existing structures completely and remove from the site. Use such methods as required
to complete the work within the limitations of governing regulations.
J. Break up and remove concrete slabs -on -grade, walks, roots, debris, rubbish, and all other items
found on the site. Remove all existing below grade foundations and other obstructions not
scheduled to remain.
K. Completely fill below -grade areas and voids resulting from the demolition of structures as required
under Section 02.200 "Earthwork".
L. After fill placement and compaction, grade the surface to meet adjacent contours and to provide
flow to surface drainage structures.
M. Remove from the site debris, rubbish and other materials resulting from demolition operations.
N. Burning of removed materials from demolished structures will not be permitted on the site.
3.02 SITE CLEARING
A. Remove all other items not designated to remain such as shrubs, grass, weeds, other vegetation or
obstructions that interfere with the installation of new construction. Also, remove such items
elesewhere on the site or premises as specifically indicated.
B. Strip topsoil to whatever depths encountered, and in such manner so as to prevent intermingling
jwith the underlying subsoil or other objectionable material. Remove heavy growths of grass from
,s
areas before stripping.
C. Topsoil is defined as Amarillo fine sandy loam soil found in a depth of not less than 18".
Satisfactory topsoil is reasonably free of subsoil, clay lumps, stones and other objects over 3/4" in
diameter, and without weeds, roots and other objectionable material.
D. Fill depressions caused by clearing and grubbing operations with satisfactory soil materials, unless
further excavation or earthwork is indicated. Place fill material in horizontal layers not exceeding
6" loose depth and thoroughly compact to a density equal to adjacent original ground.
E. All above and below grade obstructions conflicting with new construction shall be removed under
this heading.
1
3.03 EXISTING UTILITIES
A. Report to the Architect all active utilities encountered which are not indicated on the Drawings.
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369/94 CC SITE DEMOLITION AND CLEARING
Section 02.110 Page 3
Notify the respective utility companies of any damage caused to active utilities and protect active
utilities pending instructions for proceeding with the work.
B. The Contractor shall repair, at the Contractor's expense, damage to the active utilities to the
satisfaction of the respective utility company.
3.04 DISPOSAL OF WASTE MATERIALS _
A. Burning of combustible, cleared and grubbed materials is not permitted on the Owner's property.
B. Remove all combustible and non-combustible waste materials completely from the Owner's
property and dispose of all materials in strict accordance with the authorities having jurisdiction.
End of Section
369/94 CC EARTHWORK
r-
Section 02.200 Page 1
PARTI. GENERAL
1.01 RELATED DOCUMENTS
A. The general provisions of the Contract, including General Conditions and General Requirements
(Division 1), apply to the work specified in this section.
1.02 DESCRIPTION OF WORK
A. The extent of earthwork is shown on the Drawings.
B. Preparation of subgrade for building slabs and walks is included as part of this work.
C. Backfilling of trenches within building lines is included as part of this work.
1.03 QUALITY ASSURANCE
t A. Codes and Standards: Perform excavation work in compliance with applicable requirements of
governing authorities having jurisdiction.
B. Testing and Inspection Service
1. Owner will engage a soil testing and inspection service for quality control testing during earthwork
operations. The testing laboratory shall comply with the requirements of ASTM D3740; Evaluation
of Agencies Engaged in Testing and/or Inspection of Soil or Rock Used In Engineering Design and
Construction.
1.04 SUBMITTALS
A. Test Reports: Submit following reports directly to Architect from the testing services, with copies to
Contractor and Engineer.
1. Test reports on existing or borrow material for each type of soil encountered.
a. Atterberg Limits
b. Linear Shrinkage
c. Optimum moisture/maximum dry density curve
2. Field density test reports of subgrades and compacted fills. Reports shall indicate soil type or
change of soil if any other is used.
1.05 JOB CONDITIONS
A. Site Information
1. A subsurface soils investigation at the site has not been performed. Test borings and other
exploratory operations may be made by the Contractor at no additional cost to the Owner.
I
369/94 CC EARTHWORK
Section 02.200 Page 2
B. Existing Utilities: Locate existing underground utilities in areas of work. If utilities are to remain in
place, provide adequate means of protection during earthwork operations.
1. Should uncharted, or incorrectly charted, piping or other utilities be encountered during excavation,
consult utility owner immediately for directions.. Cooperate with Owner and utility companies in
keeping respective services and facilities in operation. Repair damaged utilities to satisfaction of
utility owner.
2. Do not interrupt existing utilities serving facilities occupied and used by Owner or others, except
when permitted in writing by Architect and then only after acceptable temporary utility services have
been provided.
C. Use of Explosives: The use of explosives is not permitted.
D. Protection of Persons and Property: Barricade open excavations occurring as part of this work and post
with warning lights.
1. Operate warning lights as recommended by authorities having jurisdiction.
2. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by
settlement, lateral movement, undermining, washout and other hazards created by earthwork
operations.
PART 2 PRODUCTS
2.01 SOIL MATERIALS
A. Satisfactory soil materials are defined as those complying with ASTM D 2487 soil classification groups
GW, GP, GM, GC, SC, CL, SM, SW and SP.
B. Unsatisfactory soil materials are defined as those complying with ASTM D 2487 soil classification
groups CH, ML, MH, OL, OH, and PT.
C. Topsoil shall be fertile, natural soil of loamy character, free of clay lumps, stones and debris.
D. Backfill and Fill Materials: Satisfactory soil materials free of clay, rock or gravel larger than 2" in any
dimension, debris, waste, frozen materials, vegetable and other deleterious matter. Fill materials shall
have a liquid limit between 4 and 30 and the plasticity index shall be between 4 and 12. Do not use
sandy soils for fill materials.
PART 3 EXECUTION
3.01 EXCAVATION
A. Excavation consists of removal and disposal of material encountered when establishing required finish
grade elevations.
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rf
369/94 CC EARTHWORK
OW Section 02.200 Page 3
B. Earth excavation includes removal and disposal of pavements and other obstructions visible on ground
surface, underground structures and utilities indicated to be demolished and removed, material of any
classification indicated in data on subsurface conditions, and other materials encountered that are not
classified as rock excavation or unauthorized excavation.
C. Unauthorized excavation consists of removal of materials beyond indicated subgrade elevations or
dimensions without specific direction of Architect. Unauthorized excavation, as well as remedial work
directed by the Architect, shall be at the Contractor's expense.
r D. Under footings, foundation bases, or retaining walls, fill unauthorized excavation by extending indicated
bottom elevation of footing or base to excavation bottom, without altering required top elevation. Lean
concrete fill may be used to bring elevations to proper position, when acceptable to the Architect.
E. Elsewhere, backfill and compact unauthorized excavations as specified for authorized excavations of
same classification, unless otherwise directed by the Architect.
i^ F. Additional Excavation: When excavation has reached required subgrade elevations, notify the Achitect
who will make an inspection of conditions.
1. If unsuitable bearing materials are encountered at required subgrade elevations, carry excavations
deeper and replace excavated material as directed by the Architect.
2. Removal of unsuitable material and its replacement as directed will be paid on basis of contract
conditions relative to changes in work.
G. Stability of Excavations
1. Slope sides of excavations to comply with local codes and ordinances having jurisdiction. Shore and
brace where sloping is not possible because of space restrictions or stability of material excavated.
2. Maintain sides and slopes of excavations in safe condition until completion of backfilling.
H. Dewatering: Prevent surface water and subsurface or ground water from flowing into excavations and
from flooding project site and surrounding area.
1. Do not allow water to accumulate in excavations. Remove water to prevent softening of foundation
bottoms, undercutting footings, and soil changes detrimental to stability of subgrades and
foundations. Provide and maintain pumps, well points, sumps, suction and discharge lines, and
other dewatering system components necessary to convey water away from excavations.
2. Convey water removed from excavations and rain water to collecting or run-off areas. Establish and
maintain temporary drainage ditches and other diversions outside excavation limits for each
structure. Do not use trench excavations as temporary drainage ditches.
I. Material Storage: Stockpile satisfactory excavated materials where directed, until required for backfill
or fill. Place, grade and shape stockpiles for proper drainage.
1. Locate and retain soil materials away from edge of excavations.
2. Dispose of excess soil material and waste materials as herein specified.
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369/94 CC EARTHWORK
Section 02.200 Page 4
J. Excavation for Structures
1. Conform to elevations and dimensions shown within a tolerance of plus or minus 0.10 foot, and
extending a sufficient distance from footings and foundations to permit placing and removal of
concrete formwork, installation of services, other construction, and for inspection.
2. In excavating for footings and foundations, take care not to disturb bottom of excavation. Excavate
by hand to final grade just before concrete reinforcement is placed. Trim bottoms to required lines
and grades to leave solid base to receive other work.
K. Excavation` for Trenches
1. Dig trenches to the uniform width required for particular item to be installed, sufficiently wide to
provide ample working room.
2. Excavate trenches to depth indicated or required. Carry depth of trenches for piping to establish
indicated flow lines and invert elevations. Beyond building perimeter, keep bottoms of trenches
sufficiently below finish grade to avoid freeze -ups.
3. Where rock is encountered, carry excavation 6" below required elevation and backfill with a 6" layer
of crushed stone or gravel prior to installation of pipe.
4. Grade bottoms of trenches as indicated, notching under pipe bells to provide solid bearing for entire
body of pipe.
5. Backfill trenches with concrete where trench excavations pass within 18" of column or wall footings
and which are carried below bottom of such footings, or which pass under wall footings. Place c
concrete to level of bottom of adjacent footings.
6. Concrete is specified in Division 3.
7. Do not backfill trenches until tests and inspections have been made and backfilling is authorized by
the Architect. Use care in backfilling to avoid damage or displacement of pipe systems.
L. Cold Weather Protection: Protect excavation bottoms against freezing when atmospheric temperature is
less than 35 degrees F. (1 degree C.)
3.02 COMPACTION
A. General: Control soil compaction during construction providing minimum percentage of density
specified for each area classification.
B. Percentage of Maximum Density Requirements: Compact sod to not less than the following
percentages of maximum dry density for soils which exhibit a well-defined moisture -density relationship
determined in accordance with ASTM D 698 (Standard Proctor); and not less than the following
percentages of relative density, determined in accordance with ASTM D 2049, for soils which will not
exhibit a well-defined moisture -density relationship.
1. Structures: Compact top 12" of subgrade and each layer of backfill or fill material at 95% maximum
dry density or 90% relative dry density.
P-
369/94 CC EARTHWORK
Section 02.200 Page 5
2. Building Slabs and Steps: Compact top 12" of subgrade and each layer of backfill or fill material at
95% maximum dry density or 90% relative dry density.
3. Lawn or Unpaved Areas: Compact top 6" of subgrade and each layer of backfill or fill material at
90% maximum dry density.
4. Walkways: Compact top 6" of subgrade and each Iayer of backfill or fill materials at 95% maximum
dry density or 90% relative dry density.
C. Moisture Control: Where subgrade or layer of soil material must be moisture conditioned before
compaction, uniformly apply water to surface of subgrade, or layer of soil material, to prevent free
water appearing on surface during or subsequent to compaction operations.
1. Remove and replace, or scarify and air dry, soil'material that is too wet to permit compaction to
specified density.
2. Soil material that has been removed because it is too wet to permit compaction may be stockpiled or
spread and allowed to dry. Assist drying by dicing, harrowing or pulverizing until moisture content is
reduced to a satisfactory value.
3.03 BACKFILL AND FILL
A. General: Place acceptable soil material in layers to required subgrade elevations for each area
classification listed below.
1. In excavations, use satisfactory excavated or borrow material
2. Under grassed areas, use satisfactory excavated or borrow material.
3. Under walks and steps, use satisfactory excavated or borrow material, or combination of both.
4. Under building slabs, use satisfactory borrow material plus sand leveling fill.
B. Backfill excavations as promptly as work permits, but not until completion of the following:
1. Acceptance of construction below finish grade including, where applicable, dampproofing,
waterproofing, and perimeter insulation.
2. Inspection, testing, approval, and recording locations of underground utilities.
3. Removal of concrete formwork.
4. Removal of trash and debris.
C. Ground Surface Preparation
1. Remove vegetation, debris, unsatisfactory soil materials, obstructions, and deleterious materials from
ground surface prior to placement of fills. Plow, strip, or bread -up so that fill material will bond
with existing surface.
_369/94 CC EARTHWORK
Section 02.200 Page 6
2. When existing ground surface has a density less than that specified under "Compaction' for
particular area classification, break up ground surface, pulverize, moisture -condition to optimum
moisture content, and compact to required depth and percentage of maximum density.
D. Placement and Compaction
1. Place backfill and fill materials in layers not more than 8" in loose depth for material compacted by
heavy compaction equipment, and not more than 4" in loose depth for material compacted by hand -
operated tampers.
2. Before compaction, moisten or aerate each layer as necessary to provide optimum moisture content.
Compact each layer to required percentage of maximum dry density or relative dry density for each
area classification. Do not place backfill or fill material on surfaces that are muddy, frozen, or
contain frost or ice.
3. Place backfill and fill materials evenly adjacent to structures, to required elevations. Take care to
prevent wedging action of backfill against structures by carrying material uniformly around structure
to approximately same elevation in each lift.
3.04 GRADING
A. General: Uniformly grade areas within limits of grading under this section, including adjacent transition
areas. Smooth finished surface within specified tolerances, compact with uniform levels or slopes
between points where elevations are shown, or between such points and existing grades.
B. Grading Outside Building Lines: Grade areas adjacent to building lines to drain away from structures
and to prevent ponding.
C. Finish surfaces free from irregular surface changes, and as follows:
1. Lawn or Unpaved Areas: Finish areas to receive topsoil to within not more than 0.10 foot above or
below required subgrade elevations. .
2. Walks: Shape surface of areas under walks to line, grade and cross-section, with finish surface not
more than 0.10 foot above or below required subgrade elevation.
D. Grading Surface of Fill Under Building Slabs: Grade smooth and even, free of voids, compacted as
specified, and to required elevation. Provide final grades within a tolerance of 1/2" when tested with a
10 foot straightedge.
E. Compaction: After grading, compact subgrade surfaces to the depth and percentage of maximum
density for each area classification.
3.05 FIELD QUALITY CONTROL
A. Quality Control Testing During Construction
1. Allow testing service to inspect and approve subgrades and fill layers before further construction
work is performed.
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369/94 CG EARTHWORK
Section 02.200 Page 7
2. Perform field density tests in accordance with ASTM D 1556 (Sand Cone Method) or ASTM D
2167 (Rubber Balloon Method), or ASTM D 2922, (Nuclear Gauge Method) as applicable.
B. Budding Slab Subgrade
1. Make at least one field density test of subgrade for every 2000 sq. ft. of building slab, but in no case
less than 3 tests. In each compacted fill layer, make one field density test for every 2000 sq. ft. of
overlaying budding slab, but in no case less than 3 tests. Subsequent layers shall be placed only
after the previous compacted layer has been tested and approved by the testing laboratory and
r� Architect/Engineer.
C. If, in the opinion of the Architect, based on testing service reports and inspection, subgrade or fills
which have been placed are below specified density, provide additional compaction and testing at no
additional expense until the specified conditions are achieved.
3.06 MAINTENANCE
r
A. Protection of Graded Areas
r.. 1. Protect newly graded areas from traffic and erosion. Keep free of trash and debris.
2. Repair and re-establish grades in settled, eroded, and rutted areas to specked tolerances.
r B. Reconditioning Compacted Areas: Where completed compacted areas are disturbed by subsequent
construction operations or adverse weather, scarify surface, re-shape, and compact to required density
prior to further construction.
j 3.07 DISPOSAL OF EXCESS AND WASTE MATERIALS
A. Removal from Owner's Property
1. Remove waste materials, including unacceptable excavated material, trash and debris, and dispose of
all materials off Owner's property.
End of Section
369/94 CC SITE GRADING
Section 02.210 Page 1
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. The general provisions of the Contract, including General Conditions and General Requirements
(Division 1), apply to the work specified in this section.
1.02 DESCRIPTION OF WORK
A. The Work of the section includes the providing compacting and finish grading ,of topsoil within the
limits of grading shown on the site plan.
B., Provide all materials, equipment and services required to meet the requirements of'this section.
1.03 GENERAL REQUIREMENTS
A. The Contractor shall take precautions to protect existing facilities and features to remain. Any damage
caused by the Contractor shall be repaired immediately at no expense to the Owner.
PART 2 PRODUCTS
2.01 MATERIALS
A. Topsoil is defined as Amarillo fine sandy loam soil.
B. Satisfactory topsoil is reasonably free of subsoil, clay lumps, stones and other objects over 3/4", in
diameter, and without weeds, roots and other objectionable material.
PART 3 EXECUTION
3.01 TOPSOIL
A. Provide a minimum depth of 6 inches of topsoil over all site areas which are not shown to be paved
within the limits of grading.
3.02 COMPACTION
A. Compact top 6 inches of topsoil at 90 percent maximum dry density.
3.03 GRADING
A. Uniformly grade areas within limits of grading, including adjacent transition areas.
B. Provide uniform, compacted grading between new elevations.
C. Provide uniform, compacted grading between new elevations and existing grades at the limits of grading.
D. Grade areas adjacent to building lines to drain away from structures and to prevent ponding.
369/94 CC SITE GRADING
Section 02.210 Page 2
3.04 GRADING TOLERANCE
A. Finish areas receiving topsoil shall be graded and compacted to not greater than 0.10 foot above or
below the finish grades shown on the Drawings.
3.05 EXCESS MATERIALS
A. Remove all excess materials from the site.
End of Section
369/94 CC CONCRETE WALKS AND PAVING
Section 02.514 Page 1
PARTI. GENERAL
1.01 "RELATED DOCUMENTS
A. The general provisions of the Contract, including General Conditions and General Requirements
(Division 1), apply to the work specified in this section.
1.02 DESCRIPTION OF WORK
A. The extent of concrete curbs, walks and ramps is shown on the Drawings.
B. Comply with applicable requirement of Section 03.300, Concrete Work, for materials, testing,
mixing, placing and curing, except as herein specified otherwise.
1.03 JOB CONDITIONS
A. Grade Control: Establish and maintain the required lines and grades.
PART 2 PRODUCTS
2.01 MATERIALS
A. Forms
1. Either steel or wood, size and strength to resist movement during concrete placement and to
retain horizontal and vertical alignment until removal. Use forms that are straight and free of
distortion and defects. Bent, twisted, split or defective form materials are not permitted.
2. Use flexible spring steel forms or laminated boards to form radius bends as required.
3. Coat forms with a non -staining, clear, paraffin base form oil that will not discolor or otherwise
deface the surface of the concrete.
B. Concrete: Comply with applicable requirement of Section 03.300, Concrete Work, for concrete
materials. Concrete mix shall not be the same as used for building slabs and foundations.
Exterior concrete shall attain a minimum compressive strength of 3000 psi at 28 days and shall
contain six (6) sacks (564 lbs.) of cement per cubic yard of concrete, 6 percent plus or minus 1
percent of entrained air, coarse aggregate 1" or smaller and shall be poured with a slump of 5"
plus or minus 1".
C. Expansion Joints: Premolded cane fiber saturated with asphalt. Unless indicated otherwise, 1/2"
thickness by depth of slab.
PART 3 EXECUTION
3.01 SURFACE PREPARATION
A. Remove all loose material from the uniformly compacted subbase surface immediately before
placing concrete.
n�
I
369/94 CC CONCRETE WALKS AND PAVING
Section 02.514 Page 2
3.02 FORM CONSTRUCTION
A. Set forms to the required grades and lines, rigidly braced and secured. Install sufficient lengths of
forms to allow continuous progress of the work and so that forms can remain in place at least 24
hours after concrete placement. Tops of walks and paving shall slope at least 1/8" per foot.
B. Check completed formwork for grade and alignment to the following tolerances:
1. Top of form units: Not more than 1/8" in 10 feet.
2. Vertical face: Longitudinal axis, not more than 1/4" in 10 feet.
C. Clean forms after each use, and coat with form oil as often as required to ensure separation from
concrete without damage.
3.03 CONCRETE PLACEMENT
A. General: Comply with the requirements of Section 03.300, Concrete Work, for mixing and placing
concrete, and as herein specified.
B. Do not place concrete until subgrade and forms have been checked for line and grade. Moisten
subgrade as required to provide a uniform dampened condition at the time concrete is placed. Do
not place concrete around manholes or other structures until they have been brought to the
required grade and alignment.
C. Place concrete using methods which prevent segregation of the mix, and with as little rehandling as
possible. Consolidate concrete along the face 'of forms and adjacent to transverse joints with an
internal vibrator. Keep vibrator away from joint assemblies or side forms. Use only square -faced
shovels for hand -spreading and consolidation. Consolidate with care to pre=vent dislocation of
reinforcing, dowels, and joint devices. Do not over vibrate.
D. Deposit and spread concrete in a continuous operation between transverse joints, as far as
possble. If interrupted for more than 1/2 hour, place a construction joint. Sections less than 15
feet in length between transverse joint will not be permitted. Remove such. sections if directed by
the Architect.
3.04 JOINTS
A. General: Construct expansion, weakened -plane (contraction), and construction joints true -to -line
with face perpendicular to surface of the concrete, unless otherwise shown. Construct transverse
joints to align with previously placed joints, unless otherwise shown.
B. Weakened -Plane (Contraction) Joints: Provide weakened -plane (contraction) joints, sectioning
concrete into areas as shown on the Drawings. Construct weakened -plane joints for a depth equal
to at least 1/4 concrete thickness as follows:
C. Tooled Joints: Form weakened -plane joints in fresh concrete by grooving top portion with a
recommended cutting tool and finishing edges with a jointer.
IM
369/94 CC CONCRETE WALKS AND PAVING
Section 02.514 Page 3
D. Construction Joints: Place construction joints at the end of all pours and at locations where
placement operations are stopped for a period of more than 1/2 hour, except where such pour
terminates at expansion joints.
1. Construct joints as shown, or if not shown, use standard metal keyway section forms.
E. Expansion Joints: Provide premolded joint filler for expansion joints abutting concrete curbs,
catch basins, manholes, inlets, structures, walks and other fixed objects.
1. Expansion joints shall be at 20 feet o.c., unless otherwise shown.
2. Extend joint fillers full -width and depth of joint, and not less than 1/2" or more than 1" below
finished surface. Furnish joint fillers in one-piece lengths for the full width being placed,
wherever possible. Where more than one length is required, lace or clip joint filler sections
together. Form top edge of filler to conform to top profile of concrete.
3. Protect the top edge of the joint filler during concrete placement with a metal cap or other
temporary material. Remove protection after both sides of joint are placed.
3.05 CONCRETE FINISHING
A. Finishes: Unless indicated otherwise, items of concrete to be finished as follows:
1. All sidewalks, concrete aprons, ramps and porches shall have float finish, brushed as directed to
provide non -slip finish.
,B. The following finishing procedures shall be observed:
1. After striking -off and consolidating concrete, smooth the surface by screeding and floating. Do
not use "jitterbugs". Use hand methods only where mechanical floating is not possible. Adjust
the floating to compact the surface and produce a uniform mixture.
2. After floating, test surface for trueness with a 10 foot straightedge. Distribute concrete as
required to remove surface irregularities, and refloat repaired areas to provide a continuous,
smooth finish.
3. Work edges of slabs, gutters, back top edge of curb, and formed joints with an edging tool, and
round to 1/2" radius, unless otherwise shown. Eliminate any tool marks on concrete surface.
4. After completion of floating and when excess moisture or surface sheen has disappeared
complete surface finishing as follows:
a. Broom Finish: Broom finish, by drawing a fine broom across concrete surface, in
direction and pattern as shown on the Drawings.. Repeat operation if required to
provide a fine line texture acceptable to the Architect.
b. On inclining slab surfaces, provide a coarse, non -slip finish by scoring surface with a
stiff -bristled broom.
369/94 CC CONCRETE WALKS AND PAVING
Section 02.514 Page 4
3.06 CURING
A. Protect and cure finished concrete walks, curbs and gutters complying with the applicable
requirements of Section 03.300, Concrete Work. Use moist -curing methods whenever possible
for first 24 hours then apply curing compound.
3.07 REPAIRS AND PROTECTIONS
A. Repair or replace broken or defective concrete, as directed by Architect.
B. Drill test cores where directed by Architect, when necessary to determine magnitude of cracks
or defective areas. Fill drilled core holes in satisfactory areas with portland cement concrete
bonded to concrete with polysulphide-epoxy binder, or with polysulphide resin grout, complying
with FS MMM -G -650B CANC.
C. Protect concrete from damage until acceptance of work. Exclude traffic from walks for at least
14 days after placement. When construction traffic is permitted, maintain walks as clean as
possible by removing surface stains and spillage of materials as they occur.
D. Sweep concrete walksfree of stains, discolorations, dirt and. other foreign material just prior to
final inspection.
End of Section
369/94 CC CONCRETE WORK
Section 03.300 Page 1
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. The general provisions of the Contract, including General Conditions and General Requirements
(Division 1), apply to the work specified in this section.
1.02 DESCRIPTION OF WORK
A. The extent of concrete work is shown on the Drawings.
1.03 RELATED WORK SPECIFIED ELSEWHERE
A. Structural Steel Supports - Section 05.500 Metal Fabrications
1.04 QUALITY ASSURANCE
A. Codes and Standards: Comply with the provisions of the following codes, specifications and standards,
except where more stringent requirements are shown or specified:
1. ACI 301 "Specifications for Structural Concrete for Buildings".
2. ACI 304 "Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete".
3. ACI 311 'Recommended Practice for Concrete Inspection".
4. ACI 318 'Building Code Requirements for Reinforced Concrete".
5. ACI 347 'Recommended Practice for Concrete Formwork".
6. MSP -1-90 Concrete Reinforcing Steel Institute, "Manual of Standard Practice".
B. Workmanship: The Contractor is responsible for correction of concrete work which does not conform
to the specified requirements, including strength, tolerances and finishes. Correct deficient concrete as
directed by the Architect.
C. Design and Testing
1. The Contractor shall bear all expenses in connection with securing proper laboratory designed mixes.
Mixes proposed for use in this project shall be tested by means of actual cylinder breaks, with all
information being reported to the Architect. A proven, established, mix from an acceptable ready -
mix plant may be used. Provide a minimum of 5 recent different compression test reports for the
proposed mix.
2. Job site cylinders shall be taken when the Architect so directs. The Contractor shall notify the
testing laboratory when test cylinders are to be taken. The laboratory shall come to the site and take
the concrete cylinders, and be responsible for their care and handling including breaking of same at
laboratory.
rte+
369/94 CC CONCRETE WORK
Section 03.300 Page 2
3. The laboratory shall be an independent testing laboratory designated by the Architect and the
Owner.
4. All expenses for taking and testing concrete cylinders shall be borne by the Owner.
5. Test results shall be furnished to the Architect, Engineer and the Contractor.
6. Any concrete not meeting strength requirements shall be further tested. If further tests indicated
concrete will ultimately never meet strength requirements, the understrength concrete will be
replaced with new as directed by Architect.
1.05 SUBMITTALS
A. Manufacturer's Data: Submit manufacturer's product data with application and installation instructions
for proprietary materials and items, including reinforcement and forming accessories, admixtures,
patching compounds, waterstops, joint systems, chemical floor hardeners, dry -shake finish materials, and
others as requested by the Architect.
B. Shop Drawings: Submit shop drawings for fabrication, bending, and placement of concrete
reinforcement. Comply with the ACI 315 "Manual of Standard Practice for Detailing Reinforced
Concrete Structures" showing bar schedules, stirrup spacing, diagrams of bent. bars, and arrangement of
concrete reinforcement. Include special reinforcement required at openings through concrete
structures.
PART 2 PRODUCTS
2.01 FORM MATERIALS
A. Forms for Exposed Finish Concrete: Unless otherwise shown or specified, construct all Formwork for
exposed concrete surfaces with plywood, metal, metal framed plywood -faced or other acceptable panel -
type materials, to provide continuous, straight, smooth, exposed surfaces. Furnish in largest practicable
sizes to minimize number of joints and to conform to joint system shown on the Drawings. Provide
form material with sufficient thickness to withstand pressure of newly -placed concrete without bow,or
deflection. Forms used for this class of concrete shall be new or "good -as -new".
B. Use plywood complying with U.S. Product Standard PS -1 "B -B (Concrete Form) Plywood" Class I,
Exterior Grade or better, mill -oiled and edgesealed, with each piece bearing the legible trademark of an
i.
approved inspection agency, unless otherwise acceptable to Architect.
C. Forms for Unexposed Finish Concrete: Form concrete surfaces which will be unexposed in finished
structure with plywood, lumber, metal or other acceptable material. Provide lumber dressed on at least
i 2 edges and one side for tight fit.
D. Corrugated Steel Forms: 'Shall be type 0.6C26 as manufactured by Vulcraft, Grapeland, Texas, or
approved equal. Decking shall be formed from 26 gage galvanized sheets.
2.02 REINFORCING MATERIALS
" ^ A. Reinforcing Bars: ASTM A 615, Grade 60, except No. 3 ties and stirrups may be Grade 40.
369/94 CC CONCRETE WORK
Section 03.300 Page 3
B. Welded Wire Fabric: ASTM A 185, welded steel wire fabric.
C. Dowels for load transfer in floors shall be plain steel bars conforming to ASTM A 675, Grade 80 or
ASTM A 499.
D. Supports for Reinforcement
1. Provide supports for reinforcement including bolsters, chairs, spacers and other devices for spacing,
supporting 'and fastening reinforcing bars and welded wire fabric in place. Use wire bar type
supports complying with CRSI, unless otherwise ,specified. Wood, brick and other devices will not be
acceptable.
2. For slabs -on -grade, use supports with sand plates for horizontal runners where wetted base materials
will not support chair, legs.
3. For exposed -to -view concrete surfaces, where legs of supports are in contact with forms, provide
supports with legs which are hot/dip galvanized, or plastic protected or stainless steel protected.
E. Fibrous Concrete Reinforcement
1.General: 100 percent virgin polypropylene fibrillated fibers specially manufactured for use as
concrete reinforcement, containing no reprocessed olefin materials. Fibrous concrete reinforcement
shall be as manufactured by Fibermesh Company, 4019 Industry Drive, Chattanooga, TN 37416, or
approved equal. Use in all concrete unless otherwise noted:
2. Physical Characteristics
a. Specific Gravity: 0.91
b. Tensile Strength: 70 to 110 ksi
C. Fiber lengths: 1/2", 3/4" 1 1/2", 2" per manufacturer.
2.03' CONCRETE` MATERIALS
A. Portland Cement
1. ASTM C 150, Type 1, unless otherwise acceptable to Architect.
2. Use only one brand of cement throughout the project, unless otherwise acceptable to Architect.
B. Fine Aggregate
1. Clean, sharp, natural sand free from loam, clay, lumps or other deleterious substances.
2. Dune sand, bank4iin sand and manufactured sand are not acceptable.
C. Coarse Aggregate: ASTM C 33. Clean, uncoated, processed aggregate containing no clay, mud, loam
or foreign matter as follows:
369/94 CC CONCRETE WORK
Section 03.300 Page 4
1. Crushed stone, processed from natural rock or stone.
�..
2. Washed gravel, either natural or crushed. Use of pit or bank -run gravel is not permitted.
3. Provide aggregate from a single source for all exposed concrete.
4. Maximum Aggregate Size
a. Not larger than one-fifth of the narrowest dimension between sides of forms, one-third of
the depth of slabs, nor three-fourths of the minimum clear spacing between individual
}
reinforcing bars or bundles of bars.
b. These limitations may be waived if, in the judgement of the Architect, workability and
methods of consolidation are such that concrete can be placed without honeycomb or voids.
D.
Lightweight Aggregates: ANSI/ASTM C330.
c
E.
Water: Clean, fresh, drinkable.
r
F.
Air -Entraining Admixture: ASTM C 260.
G.
Water -Reducing Admixture: ASTM C 494, Type A, containing not more than 0.1% chloride ions.
H.
Set -Control Admixtures: ASTM C 494, as follows:
1. Type B, Retarding.
2. Type C, Accelerating.
3. Type D, Water -reducing and Retarding.
4. Type E, Water -reducing and Accelerating.
^
is
I.
Calcium chloride will not be permitted in'concrete, unless otherwise authorized in writing by Architect.
f
J.
High -Range Water -Reducing Admixture (Super Plasticizer): ASTM C 494, Type F or G containing not
more than 0.1% chloride ions.
2.04
RELATED MATERIALS
i
A.
Preformed Expansion Joint Fillers: Premolded cane fiber saturated with asphalt. Unless indicated
r,
otherwise, 1/2" thickness by depth of slab.
�^
B.
Absorptive Cover: Burlap cloth made from jute or kenaf, weighing approximately 9 oz. per sq. yd.,
C
complying with AASHTO M 182, Class 2.
C.
Moisture -Retaining Cover: One of the following, complying with ASTM C 171
1. Waterproof paper.
369/94 CC CONCRETE WORK
Section 03.300 Page 5
2. Polyethylene film.
3. Polyethylene -coated burlap.
D. High Strength Epoxy. Shall be equal to BurkEpoxy LV, 100% solids, moisture -insensitive, long pot life,
low -viscosity epoxy system. It shall be specially formulated and conveniently packaged for simple
application. Epoxy shall meet the requirements of ASTM C-881-78 Type I, II and III Grade 1, Class B
and C as well as state and federal agency specifications. It shall contain no oil extenders or plasticizers.
Use BurkEpoxy LV wherever a high-strength epoxy is required to flow into small cracks or confined
areas where high viscosity products cannot flow. High modulus epoxy can be poured into small cracks
to deeply penetrate and rigidly bond to them. Epoxy should be well suited for anchoring bolts, anchors
and inserts that have small annular spaces that would otherwise be very difficult to fill. Epoxy can be
mixed with aggregates to produce a high flow grout for hard -to -grout baseplates and other anchoring
applications that require a very fluid high-strength epoxy grout. Follow all manufacturers'
recommendations for application.
2.05 PROPORTIONING AND DESIGN OF MIXES
A. Prepare design mixes for each type and strength of concrete in accordance with applicable provisions of
ASTM C 94. Use an independent testing facility acceptable to the Architect for preparing and
reporting proposed mix designs. The testing facility shall not be the same as used for field quality
control testing unless otherwise acceptable to the Architect.
B. Prepare design mixes by either laboratory trial batch or field experience methods, using materials to be —
employed on the project for each class of concrete required, complying with ACI 211.1.
C. Submit written reports to the Architect of each proposed mix for each class of concrete at least 15 days
prior to start of work. Do not begin concrete production until mixes have been reviewed by the
Architect.
D. Design mixes to provide normal weight concrete with the following properties, as indicated on the
Drawings and schedules:
1. 3000 psi 28 -day compressive strength; W/C ratio, 0.58 maximum (non -air -entrained), 0.46 maximum
(air -entrained).
E. Lightweight Concrete: Proportion the mix as herein specified. Design the mix to produce the strength
noted on the Drawings, with a split -cylinder strength factor (Fsp) of not less than 5.5 and a dry weight
of not less than 95 lbs. or more than 120 lbs. after 28 days. Limit shrinkage to 0.03% at 28 days.
F. Adjustment to Concrete Mixes: Mix design adjustments may be requested by the Contractor when
characteristics of materials, job conditions, weather, tests results, or other circumstances warrant; at no
additional cost to the Owner and as accepted by the Architect. Laboratory test data for revised mix
design and strength results must be submitted to and accepted by the Architect before using in the
work.
2.06 ADMIXTURES
A. Use water -reducing admixture or high range water -reducing admixture (super plasticizer) in concrete as
required for placement and workability.
369/94 CC CONCRETE WORK
Section 03.300 Page 6
B. Use non -chloride accelerating admixture in concrete slabs placed at ambient temperatures below 50
degrees F.
C C. Use air -entrained admixture in exterior exposed concrete, unless otherwise indicated. Add air -
entraining admixture at the manufacturer's prescribed rate to result in concrete at the point of
rplacement having air, content within the following limits:
l 1. 5.5% with 1-1/2" maximum aggregate
2. 6.0% with 1" maximum aggregate
3. 6.0% with 3/4" maximum aggregate
4. 7.0% with 1/2" maximum aggregate
D. Use admixture for water -reducing and set -control in strict compliance with the manufacturer's
directions.
E. Use amounts of admixtures as recommended by the manufacturer for climatic conditions prevailing at
the time of placing. Adjust quantities and types of admixtures as required to maintain quality control.
2.07 SLUMP LIMITS
A. Proportion and design mixes to result in concrete slump at the point of placement as follows:
1. Ramps and Sloping Surfaces: Not more than 3".
2. Reinforced Foundation Systems: Not less than 1" and not more than 3".
3. Concrete containing HRWR admixture (super plasticizer): Not more than 8" after addition of
HRWR to verified 2"-3" slump concrete.
4. All Other Concrete: Not more than 4".
2.08 CONCRETE MIXING
A. Ready -Mix Concrete: Comply with the requirements of ANSI/ASTM C 94, and as herein specified.
B. Delete the references for allowing additional water to be added to the batch for material with
insufficient slump. Addition of water to the batch will not be permitted.
C. During hot weather, or under conditions contributing to rapid setting of concrete, a shorter mixing time
than specified in ANSI/ASTM C 94 may be required.
D. When the air temperature is between 85 degrees F. and 90 degrees F., reduce the mixing and delivery
time from 1 1/2 hours to 75minutes,' and when the air temperature is above 90 degrees F., reduce the
mixing and delivery time to 60 minutes.
IN
369/94 CC CONCRETE WORK
Section 03.300 Page 7
PART 3 EXECUTION
3.01 FORMS
A. Design, erect, support, brace and maintain formwork to support vertical and lateral loads that might be
applied until such loads can be supported by the concrete structure. Construct formwork so concrete
members and structures are of correct size, shape, alignment, elevation and position.
B. Design formwork to be readily removable without impact, shock or damage to cast -in-place concrete
surfaces and adjacent materials.
C. Forms shall not leak cement paste.
D. Fabricate forms for easy removal without hammering or prying against the concrete surfaces. Provide
crush plates or wrecking plates where stripping may damage cast concrete surfaces. Provide top forms
for inclined surfaces where slope is too steep to place concrete with bottom forms only. Kerf wood
inserts for forming keyways, reglets, recesses, and the like, to prevent swelling and for easy removal.
E. _ Provide temporary openings where interior area of formwork is inaccessible for cleanout, for inspection
before concrete placement, and for placement of concrete. Securely brace temporary openings and set
tightly to form 'to prevent loss of concrete mortar. Locate temporary openings on forms at
inconspicuous locations.
F. Chamfer exposed corners and edges as shown, using wood, metal, PVC or rubber chamfer strips
fabricated to produce uniform smooth lines and tight edge joints.
G. Form Ties: Factory -fabricated, adjustable -length, removable or snapoff metal form ties, designed and
placed to prevent form deflection, and to prevent spalling concrete surfaces upon removal.
H. Unless otherwise shown, provide ties so portion remaining within concrete after removal is at least 1
1/2" inside concrete. Unless otherwise shown, provide form ties which will not leave holes larger than 1"
diameter in concrete surface.
I. Provisions for Other Trades: Provide openings in concrete formwork to accommodate work for other
trades. Determine size and location of openings, recesses and chases from trades providing such items.
Accurately place and securely support items built into forms.
J. Cleaning and Tightening: Thoroughly clean forms and adjacent surfaces to receive concrete. Remove
chips, wood, sawdust, dirt or other debris just before concrete is placed. Retighten forms after concrete
placement if required to eliminate mortar leaks.
3.02 PLACING CORRUGATED FORMS
A. Corrugated Form sheets shall be placed end to end, beginning at the corner of each slab with the
corrugated ribs perpendicular to the framing members. Sheets shall be placed one row at a time,
maintaining proper alignment and coverage. Place sheets with edges up and with the ends lapped a
minimum of 3". End laps shall be lapped one half corrugation.
369/94 CC CONCRETE WORK
s"^
Section 03.300 Page 8
B. Sheets shall be attached to the supporting members by welding through the bottom of the corrugation
as soon as they are placed and aligned. Welds shall be made through 16 gage uncoated welding
washers furnished with the corrugated form deck.
C. Endlaps shall be welded at each side lap and at the center of the sheet. Welds at the intermediate
supports shall be made at the center of the sheet only, and at the side laps only, in an alternating
pattern.
D. Admixtures containing chloride salts shall not be used in connection with the galvanized deck.
3.03 PLACING REINFORCING
�., A. Comply with the specified codes and standards, and Concrete Reinforcing Steel Institute's
recommended practice for "Placing Reinforcing Bars", for details and methods of reinforcement
placement and supports, and as herein specified.
B. Clean reinforcement of loose rust and mill scale, earth, ice, and other materials which reduce or destroy
bond with concrete.
�+ C. Accurately position, support and secure reinforcement against displacement by formwork, construction,
lj or concrete placement operations. Locate and support reinforcing by metal chairs, runners, bolsters,
spacers and hangers, as required.
D. Place reinforcement to obtain at least the minimum coverages for concrete protection. Arrange, space
and securely tie bars and bar supports to hold reinforcement in position during concrete placement
operations. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces.
E. Do not place reinforcing bars more than 2" beyond the last leg of continuous bar supports. Do not use
supports as bases for runways for concrete conveying equipment and similar construction loads.
F. Install welded wire fabric in as long lengths as practicable. Lap adjoining pieces at least one full mesh
and lace splices with wire. Offset end laps in adjacent widths to prevent continuous laps in either
direction.
3.04 INSTALLATION OF EMBEDDED ITEMS
A. General: Set and build into the work anchorage devices and other embedded items required for other
work that is attached to, or supported by, cast -in-place concrete. Use setting drawings, diagrams,
instructions and directions provided by suppliers of the items to be attached thereto.
B. Edge Forms and Screed Strips for Slabs: Set edge forms or bulkheads and intermediate screed strips
for slabs to obtain the required elevations and contours in the finished slab surface. Provide and secure
units sufficiently strong to support the types of screed required. Align the concrete surface to the
elevation of the screed strips by the use of strike -off templates or accepted compacting type screeds.
3.05 PREPARATION OF FORM SURFACES
i",A. Coat the contact surfaces of forms with a form -coating compound before reinforcement is placed.
Provide commercial formulation form -coating compounds that will not bond with, stain nor adversely
0
r--
369/94 CC CONCRETE WORK
Section 03.300 Page 9
affect concrete surfaces, and will not impair subsequent treatment of concrete surfaces requiring bond
or adhesion, nor impede wetting of surfaces to be cured with water or curing compounds.
B. Thin form -coating compounds only with thinning agent of type, and in amount, and under conditions of
the form -coating compound manufacturer's directions. Do not allow excess form -coating material to
accumulate in the forms or to come into contact with concrete surfaces against which fresh concrete will _
be placed. Apply in compliance with manufacturer's instructions.
3.06 CONCRETE. PLACEMENT
A. General
1. Comply with ACI 304, and as herein specified. --
2. Deposit concrete continuously or in layers of such thickness that no concrete will be placed on
concrete which has hardened sufficiently to cause the formation of seams or planes of weakness
within the section. If a section cannot be placed continuously, provide construction joints as herein
specified.
.3. Deposit concrete as nearly as practicable to its final location to avoid segregation due to rehandling
or flowing.
B. Preplacement Inspection: Before placing concrete, inspect and complete the formwork installation,
reinforcing steel, and items to be embedded or cast -in. Notify other crafts to permit'the installation of
their work; cooperate with other trades in setting such work, as required. Thoroughly wet wood forms
immediately before placing concrete, as required where form coatings are not used.
C. Placing Concrete in Forms: Deposit concrete in forms in horizontal layers not deeper than 18" and in a
manner to avoid inclined construction joints.
1. Consolidate placing concrete by mechanical vibrating equipment supplemented by hand -spading,
rodding or tamping. Use vibrators designed to operate with vibratory: element submerged in
concrete, maintaining a speed of not less than 6000 impulses per minute.
2. Do not use vibrators to transport concrete inside of forms. Insert and withdraw vibrators vertically
at uniformly spaced locations not farther than the visible effectiveness of the machine. Do not insert
vibrators into lower layers of concrete that have begun to set. At each insertion, limit the duration
of vibration to the time necessary to consolidate the concrete and complete embedment of
reinforcement and other embedded items without causing segregation of the mix.
D. Placing Concrete Slabs
1. Deposit and consolidate concrete slabs in a continuous operation, within the limits of construction
joints, until the placing of a panel or section is completed. Consolidate concrete during placing
operations so that concrete is thoroughly worked around reinforcement and other embedded items
and into comers.
2. Bring slab surfaces to the correct level with a straightedge and strike off. Use bull floats or darbies
to smooth the surface, leaving it free of humps or hollows. Do not sprinkle water on the plastic
surface. Do not disturb the slab surfaces prior to beginning finishing operations.
369/94 CC CONCRETE WORK
r
Section 03.300 Page 10
3. Maintain reinforcing in the proper position during concrete placement operations.
E. Cold Weather Placing
1. Protect concrete work from physical damage or reduced strength which could be caused by frost,
freezing actions, or low temperatures, in compliance with ACI 306 and as herein specified.
2 When air temperature has fallen to or is expected to fall below 40 degrees F., uniformly heat all
water and aggregate before mixing as required to obtain a concrete mixture temperature of not less
than 50 degrees F., and not more than 80 degrees F., at point of placement.
3. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen
subgrade or on subgrade containing frozen materials.
4. Do not use calcium chloride, salt and other materials containing antifreeze agents or chemical
accelerators, unless otherwise accepted in mix designs.
F. Hot Weather Placing
1. When hot weather conditions exist that could seriously impair the quality and strength of concrete,
place concrete in compliance with ACI 305 and as herein specified.
2. "Cool ingredients before mixing to maintain concrete temperature at time of placement below 90
degrees F. Mixing water may be chilled, or chopped ice may be used to control the concrete
temperature provided the water equivalent of the ice is calculated to the total amount of mixing.
3. Cover reinforcing steel with water -soaked burlap if it becomes too hot, so that the steel temperature
will not exceed the ambient air temperature immediately before embedment in concrete. Wet form
thoroughly before placing concrete.
4. Do not use retarding admixtures unless otherwise accepted in mix designs.
3.07 FINISH OF FORMED SURFACES
A. Trowel Finish
1. Apply trowel finish to monolithic slab surfaces that are to be exposed -to -view, unless otherwise
shown, and slab surfaces that are to be covered with resilient flooring, paint or other thinfilm finish
coating system.
2. After floating, begin first trowel finish operation using a power -driven trowel. Begin final troweling
when surface produces a ringing sound as trowel is moved over the surface. Consolidate concrete
surface by final hand troweling operation, free of trowel marks, uniform u.i texture and appearance,
and with a surface plane tolerance not exceeding 1/8" in 10 feet when tested with a 10 foot
straightedge. Grind smooth surface defects which would telegraph through applied floor covering
system.
3.08 CONCRETE CURING AND PROTECTION
0
369/94 CC CONCRETE WORK
Section 03.300 Page 11
A. General
1. Protect freshly placed concrete from premature drying and excessive cold or hot temperature, and --
maintain without drying at a relatively constant temperature for a period of time necessary for
hydration of cement and proper hardening.
2. Start initial curing application as soon as free water has disappeared from concrete surface after
placing and finishing. Weather permitting, keep continuously moist for not less than,72 hours.
3. Begin final curing procedures immediately following initial curing and before concrete has dried.
Continue final curing for at least 168 cumulative hours (not necessarily consecutive) during which
concrete has been exposed to air temperatures above 50 degrees F. Avoid rapid drying at end of
final curing period. --
B. Curing Methods: Perform curing.of concrete by moist curing or by moisture retaining cover curing or
by membrane -forming curing compound and by combinations thereof, as herein specified.
1. Provide moisture curing by following methods:
a. Keep concrete surface continuously wet by covering with water. Continuous water -fog spray.
b. Covering concrete surface with specified absorptive cover, thoroughly saturating cover with water
and keeping continuously wet. Place absorptive cover to provide coverage of concrete surfaces _
and edges, with 4" lap over adjacent absorptive covers.
2. Provide moisture -cover curing as following:
a. Cover concrete surfaces with moisture -retaining cover for curing concrete, placed in widest
practicable width with sides and ends lapped at least 3" and sealed by waterproof tape or
adhesive. Immediately repair any holes or tears during curing period using cover material and
waterproof tape.
C. Curing Unformed Surfaces: Initially cure unformed surfaces, such as slabs, floor topping, and other flat
surfaces by moist curing.
1. Final cure unformed surfaces, unless otherwise specified, by methods specified above, as applicable.
2. Final cure concrete surfaces to receive liquid floor hardener or finish flooring by use of moisture -
retaining cover, unless otherwise directed.
3.09 MISCELLANEOUS CONCRETE ITEMS
A. Fill-in holes and openings left in concrete structures for passage of work by other trades, unless
otherwise shown or directed, after work of other trades is in place. Mix, place and cure concrete as
herein specified, to blend with in-place construction. Provide other miscellaneous concrete filling shown
or required to complete work.
3.10 CONCRETE SURFACE REPAIRS
369/94 CC CONCRETE WORK
Section 03.300 Page 12
A. Patching Defective Areas
�+ 1. Repair and patch defective areas with cement mortar immediately after removal of forms, but only
s.
when acceptable to Architect.
2. Cut out honeycomb, rock pockets, voids over 1/4" in any dimension, and holes left by tie rods and
bolts, down to solid concrete but, in no case to a depth of less than 1". Make edges of cuts
perpendicular to the concrete surface. Before placing cement mortar or proprietary patching
compound, thoroughly clean, dampen with water and brush -coat the area to be patched with neat
cement grout, or proprietary bonding agent.
3. For exposed -to -view surfaces, blend white portland cement and standard portlannd cement so that,
.. when dry, patching mortar will match color surrounding. Provide test areas at inconspicuous
location to verify mixture and color match before proceeding with patching. Compact mortar in
place and strike -off slightly higher than surrounding surface.
B. Repair of Formed Surfaces
1. Remove and replace concrete having defective surfaces if defects cannot be repaired to satisfaction
of Architect. Surface defects, as such, include color and texture irregularities, cracks, spalls, air
bubbles, honeycomb, rock pockets, fins and other projections on surface; and stains and other
discolorations that cannot be removed by cleaning. Flush out form tie holes, fill with dry pack
mortar, or precast cement cone plugs secured in place with bonding agent.
2. Repair concealed formed surfaces, where possible, that contain defects that adversely affect the
durability of the concrete. If defects cannot be repaired, remove and replace the concrete.
C. Repair of Unformed Surfaces
1. Test unformed surfaces, such as monolithic slabs, for smoothness and to verify surface plane to
tolerances specified for each surface and finish. Correct low and high areas as herein specified.
Test unformed surfaces sloped to drain for trueness of slope, in addition to smoothness, using a
template having required slope.
2. Repair finished unformed surfaces that contain defects which adversely affect durability of concrete.
Surface defects, as such, include crazing, cracks in excess of 0.01" wide or which penetrate to
reinforcement or completely through non -reinforced sections regardless of width, spalling, pop -outs,
honeycomb, rock pockets, and otherobjectionable conditions.
3. Correct high areas in unformed surfaces by grinding, after concrete has cured at least 14 days.
4. Correct low areas in unformed surfaces during, or immediately after completion of surface finishing
operations by cutting out low areas and replacing with fresh concrete. Finish repaired areas to blend
into adjacent concrete. Proprietary patching compounds may be used when acceptable to Architects.
5. Repair defective areas, except random cracks and single holes not exceeding l" diameter, by cutting
-* out and replacing with fresh concrete. Remove defective areas to sound concrete with clean, square
cuts and expose reinforcing steel with at least 3/4" clearance all around. Dampen concrete surfaces
it contact with patching concrete, and brush with a neat cement grout coating or concrete bonding
agent. Mix patching concrete of same materials to provide concrete of same type or class as original
w
369/94 CC CONCRETE WORK
Section 03.300 Page 13
concrete. Place, compact and finish to blend with adjacent finished concrete. Cure in the same
manner as adjacent concrete.
6. Repair isolated random cracks and single holes not over V in diameter by dry -pack method. Groove .�
top of cracks and cut-out holes to sound concrete and clean of dust, dirt and loose particles.
Dampen cleaned concrete surfaces and brush with neat cement grout coating or concrete bonding
agent. Mix dry -pack, consisting of one part portland cement to 2 1/2 parts fine aggregate passing a
No. 16 mesh sieve, using only enough water as required for handling and placing. Compact dry -pack
mixture in place and finish to match adjacent concrete. Keep patched area continuously moist for
not lessthan 72 hours.
D. Use epoxy -based mortar for structural repairs, where directed by Architect.
E. Repair methods not specified above may be used, subject to acceptance of Architect.
3.11 QUALITY CONTROL TESTING DURING CONSTRUCTION
A. The Owner will employ a testing laboratory to perform all other tests and to submit test reports.
B. Sampling and testing for quality control during the placement of concrete may include the following, as
directed by the Architect.
1. Sampling Fresh Concrete: ASTM C 172, except modified for slump to comply with ASTM C 94.
2. Slump: ASTM C 143; one test for each concrete load at point of discharge; and one test for each
set of compressive strength test specimens.
3. Air Content: ASTM C 173, volumetric method for lightweight concrete; ASTM C 231 pressure for
normal weight concrete; one for each set of compressive strength test specimens.
4. Concrete Temperature: Test hourly when air temperature is 40 degrees F. and below, and when 80
degrees F. and above; and each time a set of compression test specimens are made.
5. Compression Test Specimen: ASTM C 31; one set of 4 standard cylinders for each compressive
strength test, unless otherwise directed. Mold and store cylinders for laboratory cured test specimens
except when field -cure test specimens are required.
6. Compressive Strength Tests: ASTM C 39; one set, for each 100 cu. yds. or fraction thereof, of each
concrete class placed in any one day or for each 5000 sq. ft. of surface area placed; 1 specimen
tested at 7 days for information only, 2 specimens tested at 28 days, and 1 specimen retained in
reserve for later testing if required. The acceptance test results shall be the average of the strengths
of the two specimens tested at 28 days.
a. When the frequency of testing will provide less than 5 strength tests for a given class of concrete,
conduct testing from at least 5 randomly selected batches or from each batch if fewer than 5 are
used.
b. When the total quantity of a given class of concrete is less than 50 cu. yds., the strength test may
be waived by the Architect if, in his judgment, adequate evidence of satisfactory strength is
provided.
369/94 CC CONCRETE WORK
Section 03.300 Page 14
c. When the strength of field -cured cylinders is less than 85% of companion laboratory -cured
cylinders, evaluate current operations and provide corrective procedures for protecting and curing
the in-place concrete.
C. Test results will be reported in writing to the Architect, Engineer and the Contractor on the same day
that tests are made. Reports of compressive strength tests shall contain the project identification name
and number, date of concrete placement, name of concrete testing service, concrete type and class,
location of concrete batch in the structure, design compressive strength at 28 days, concrete mix
proportions and materials; compressive breaking strength and type of break for both 7 -day and 28 -day
tests.
D. Additional Tests: The testing service will make additional 'tests of in-place concrete when test results
indicate the specified concrete strengths and other characteristics have not been attained in the
structure, as directed by the Architect. The testing service may conduct tests to determine adequacy of
concrete by cored cylinders complying with ASTM C 42, or by other methods as directed. Contractor
shall pay for such tests conducted, and any other additional testing as may be required, when
unacceptable concrete is verified.
End of Section
369/94 CC UNIT MASONRY WORK
Section 04.200 Page 1
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. The general provisions of the Contract, including General Conditions and General Requirements
(Division 1), apply to the work specified in this section.
1.02 DESCRIPTION OF WORK
A. The extent of each type of unit masonry work is shown on the Drawings and specified herein. Work
under this section includes the providing and installing of all unit masonry work, complete with ties,
anchors, and all incidentals necessary to satisfactorily complete the work.
B. The work includes the providing for installation of materials specified under ,other sections of the
work which are to be built into the work of this section.
1.03 QUALITY ASSURANCE
A. Variation from Plumb: For vertical lines and surfaces of columns, walls and arises do not exceed
-1/4" in 10', or 3/8" in a story height not to exceed 20', nor 1/2" in 40' or more. For external corners,
expansion joints, control joints and other conspicuous lines, do not exceed 1/4" in any story or 20'
maximum, nor 1/2" in 40' or more.
B. Variation from Level: For lines of exposed lintels, sills, parapets, horizontal grooves and other
conspicuous lines, do not exceed 1/4" in any bay or 20' maximum, nor 3/4" in 40' or more.
C. Variation of Linear Building Line: For position shown in plan and related portion of columns, walls
and 'partitions, do not exceed 1/2" in any bay or 20' maximum, nor 3/4" in 40' or more.
D. Variation of Linear Cross -Sectional Dimensions: For columns and thickness of walls, from
dimensions shown, do not exceed minus 1/4" nor plus 1/2".
1.04 SUBMITTALS
A. Submit manufacturer's specifications and other data for each type of masonry unit, accessory, and
other manufactured products, including certifications that each type complies with specified
requirements. Include instructions for handling, storage, installations and protection.
B. Submit an additional 2% of each type and color of masonry unit for storage by the Owner for future
use.
1.05 RELATED WORK
A. Section 04.230 Reinforced Unit Masonry
PART 2 PRODUCTS
2.01 MASONRY UNITS, GENERAL
A. Obtain masonry units from one manufacturer when possible, of uniform texture and color for each
kind required, for each continuous area and visually related area.
.
369/94 CC UNIT MASONRY WORK
Section 04.200 Page 2
2.02 MATERIALS
A. CONCRETE MASONRY UNITS
1. Manufacturer's standard units with nominal face dimensions of 16" long x 8" high by 2" thick (15-
5/8" x 7-5/8" x 1518" slab actual), unless otherwise indicated.
2. Special Shapes: Provide where required for lintels, comers, jambs, sash, control joints, headers,
bonding and other special conditions.
3. Hollow Loading -Bearing CMU: ASTM C 90-75, Grade "N".
4. Weight: Provide lightweight units using aggregate complying with ASTM C 331 producing dry
net unit weight of not more than 105 lbs. per cu. ft., unless otherwise indicated.
5. Curing: Cure units in a moisture -controlled atmosphere or in an autoclave at normal pressure
and temperature to comply with ASTM C 90-75, Type I.
a. Limit moisture absorption during delivery and until time of installation to the maximum
percentage specified for Type I units for the average annual relative humidity as reported by
the U.S. Weather Bureau Stationnearest the project site.
B. MORTAR MATERIALS
.1. Conform to latest editions of ASTM.
2. Portland Cement: ASTM C150, Type 1, one sack 94# net, considered one cubic foot.
3. Masonry Cement: ASTM C91 furnished in sacks containing one cubic foot each, marked with
the weight. One sack considered one cubic foot. Masonry cement shall be manufactured by
Atlas, Lehigh, Lonestar, Trinity or an approved equal.
4. Sand: (Fine Aggregate) 80# damp, considered one cubic foot ASTM C144 of acceptable color
graded within the following limits:
SIEVE NO. PERCENT OF SAND RETAINED
Max. (By Weight) Min.
4 0 0
8 5 0
16 40 0
30 65 - 30
50 85 65
100 98 85
5. Water: Clean and free from injurious amounts'of oil acids, soluble salts and organic impurities.
C. MORTAR
1. Mortar shall be type "S".
2. Colors shall be as selected by Architect.
ai
369/94 CC UNIT MASONRY WORK
Section 04.200 Page 3
3. Do not lower the freezing point of mortar by use of admixtures or antifreeze agents.
4. Do not use calcium chloride in mortar or grout.
D. MASONRY HORIZONTAL REINFORCING
1. Continuous wire reinforcing and ties for masonry:
a. Provide truss -type welded wire units prefabricated in straight lengths of not less than 10' with
matching corner and tee units. Fabricate from cold -drawn steel wire complying with ASTM A
82, with deformed continuous side rods and plain cross -rods, and a unit width of 1-1/2" to 2"
less than thickness of wall or partition.
2. Provide units fabricated as follows:
a. Truss type fabricated with single pair of 9 ga. side rods and 9 ga. continuous diagonal
cross -rods spaced not more than 8" o.c.
b. Hot -dip galvanize after fabrication with 1.5 oz. zinc coating, ASTM A 153, Class B2. —
c. For multi-wythed or cavity exterior walls with concrete masonry back-up fabricate units with
additional side rods spaced for embedment in inside face of back-up wythe.
E. ANCHORS AND TIES
1. Provide straps, bars, bolts and rods fabricated from not less than 16 ga. sheet metal or 3/8"
diameter rod stock, unless otherwise indicated.
2. For devices which extend into exterior wythe, fabricate from steel with hot -dip galvanized coating, ~
ASTM A 153, Class B1, B2, or B3.
F. FLASHINGS FOR MASONRY
1. Provide concealed flashings, shown to be built into masonry.
2. Provide concealed flashings as follows:
a. Asphalt -Coated Copper: Copper coated both sides with flexible fabricated asphalt.
b. Fabricate with 3 oz. copper, unless otherwise indicted.
G. MISCELLANEOUS MASONRY ACCESSORIES
1. Reinforcing Bars: Deformed steel, ASTM A 615, Grade 60 of the sizes shown. ,
2. Metal Expansion Joint Strips: Provide the following formed to the shape shown.
a. Bond Breaker Strips: 15-1b. asphalt roofing felt complying with ASTM D 226, or 15-1b.,
coal -tar roofing felt complying with ASTM D 227.
b. Premolded Control Joint Strips: Solid rubber strips with a Shore A durometer hardness of 60
rMW
369/94 CC UNIT MASONRY WORK
Section 04.200 Page 4
to 80, designed to fit standard sash block and maintain lateral stability in masonry wall, size
and configuration as indicated.
PART 3 EXECUTION
3.01 PRECAUTIONS
A. Do not lay masonry in freezing weather unless suitable means are provided to heat materials, protect
work from cold and frost and ensure that mortar will harden without freezing. No anti -freeze
ingredient shall be used.
B. Protect masonry materials during storage and construction from wetting by rain, snow or ground
water and from soilage or intermixture with earth or other materials.
C. Do not use metal reinforcing having loose rust or other coatings, including ice, which will reduce or
destroy bond.
D. Protect partially completed masonry against weather, when work is not in progress, by covering top
of walls with strong, waterproof, non -staining membrane. Extend membrane at least 2' down both
sides of walls and hold securely in place.
E. Do not use frozen materials or materials mixed or coated with ice or frost. For masonry which is to
be wetted, comply with BIA recommendations.
F. Remove and replace masonry work damaged by frost or freezing.
G. Do not apply uniform roof loading for at least 12 hours after building masonry walls or columns.
H. Do not apply concentrated loads for at least 3 days after building masonry walls or columns.
I. Prevent grout or mortar from staining the face of masonry to be left exposed or painted. Remove
immediately grout or mortar in contact with such masonry.
I Protect sills, ledges and projections from droppings of mortar.
3.02 COLD WEATHER PROTECTION
A. Remove any ice or snow formed on masonry bed by carefully applying heat until top surface is dry to
the touch.
B. Remove all masonry determined to be frozen or damaged by freezing conditions.
C. Perform the following construction procedures while the work is progressing.
1. When air temperature is from 40 deg. F (4 deg. C) to 32 deg. F (0 deg. C), heat sand or mixing
water to produce mortar temperature between 40 deg. F (4 deg. C) and 120 deg. F (49 deg. C).
2. When air temperature is from 32 deg. F (0 deg. C) to 25 deg. F (4 deg. C), heat sand or water to
produce mortar temperature between 40 deg. F (4 deg. C) and 120 deg. F (49 deg. C); maintain
temperature of mortar on boards above freezing.
IN
369/94 CC UNIT MASONRY WORK
Section 04.200 Page 5
3. When air temperature is from 25 deg. F (4 deg. C) to 20 deg. F (-7 deg. C), heat sand and
mixing water to produce mortar temperatures between 40 deg. F (4 deg. C) and 120 deg. F (49
deg. C); maintain temperature of mortar on boards above freezing; use salamanders or other heat
sources on both sides of walls under construction; use wind breaks when wind is in excess of 15
mph.
4. When air temperature is 20 deg. F (-7 deg. C) and below, heat sand and mixing water to produce
mortar temperatures between 40 deg. F (4 deg. C) and 120 deg. F (49 deg. C); provide enclosures
and auxiliary heat to maintain air temperature above 32 deg. F, (0 deg. C); do not lay units which
have a surface temperature of 20 deg. F (-7 deg. C).
D. Perform the following protections for completed masonry and masonry not being worked on:
1. When the mean daily air temperature is from 40 deg. F (4 deg. C) to 32 deg. F (0 deg. C),
protect masonry from rain or snow for at least 24 hours by covering with weather -resistive
membrane. When mean daily temperature is from 32 deg. F (0 deg. C) to 25, deg. F (4 deg. C),
completely cover masonry with weather -resistive membrane for at least 24 hours.
2. When mean daily air temperature is 20 deg. F (-7 deg. C), completely cover masonry with
insulting blankets or similar protection for at least 24 hours.
3. When mean daily air temperature .is 20 deg. F (-7 deg. C) and below; maintain masonry
temperature above 32 deg. F (0 deg. C) for 24 hours using enclosures and supplementary heat,
electric heating blankets, infrared lamps, or other acceptable methods.
3.03 INSTALLATION, GENERAL
A. Thickness: Build masonry construction to the full thickness shown, except, build single-wythe walls
(if any), to the actual thickness of the masonry units, using units of nominal thickness shown or ,
specified.
B. Build chases and recesses as shown and as required for the work of other trades. Provide not less
than 8" of masonry between chase or recess and jamb of openings, and between adjacent chases and
recesses.
C. Cut masonry units with motor -driven saw designed to cut masonry with clean sharp, unchipped edges.
Cut units as required to provide pattern shown and to fit adjoining work neatly. Use full units
without cutting wherever possible.
D. Do not wet concrete masonry units.
E. Pattern Bond: Lay exposed masonry in the bond pattern shown, or if not shown, lay in running
bond, vertical joint in each course centered on units in courses above and below. Lay concealed
masonry with all units in a wythe bonded by lapping not less than 2". Bond and interlock each
course of each wythe at corners, unless otherwise shown.
F. Layout walls in advance for accurate spacing of surface bond patterns, with uniform widths and to
properly locate openings, movement -type joints, returns and offsets. Avoid the use of less -than -half
size units at corners, jambs and wherever possible at other locations.
G. Lay-up walls plumb and true and with courses level, accurately spaced and coordinated with other
work.
r..
PW
369/94 CC UNIT MASONRY WORK
Section 04.200 Page 6
H. Stopping and Resuming Work: Rack back 1/2 -masonry unit length in each course; no not tooth.
�•+ Clean exposed surfaces of set masonry, wet units lightly (if specified to be wetted), and remove loose
! masonry units and mortar prior to laying fresh masonry.
is
I. Built -In Work: As the work progresses, build -in items specified under this and other sections of
these Specifications. Fill in solidly with masonry around built-in items.
1. Fill space between hollow metal frames and masonry solidly with mortar.
2. Where built-in items are to be embedded in cores of hollow masonry units, place a layer of metal
lath in the joint below and rod mortar or grout into core.
. 3.04 MORTAR BEDDING JOINTING
A. Measure and batch materials either by volume or weight, such that the required proportions for
mortar can be accurately controlled and maintained. Measurement of sand exclusively by shovel will
not be permitted.
,., B. Mix mortars with the maximum amount of water consistent with workability to provide maximum
tensile bond strength within the capacity of the mortar.
C. Mix mortar ingredients for a minimum of 5 minutes in a mechanical batch mixer. Use eater clean
•� and free of deleterious materials which would impair the work. Do not use mortar which has begun
to set, or if more than 2-1/2 hours has elapsed since initial mixing. Retemper mortar during 2-1/2 hr.
period as required to restore workability.
D. Lay solid masonry units with completely filled bed, head and collar joints; butter ends with sufficient
mortar to fill head joints and shove into place. Do not slush head joints.
E. Lay hollow concrete masonry units with full mortar coverage on horizontal and vertical face shells;
also bed webs into mortar in starting course on footings and foundation walls and in all courses of
piers, columns and plasters, and where adjacent to cells or cavities to be reinforced or to be filled
with concrete or grout.
F. Joints: Maintain joint widths shown, except for minor variations required to maintain bond
alignment. If not otherwise indicated, lay walls with 3/8" joints. Cut joints flush for masonry walls
which are to be concealed or to be covered by other materials. Rake out mortar in preparation for
application of caulking or sealants where shown. Exposed joints at face brick shall be tooled slightly
concave.
G. Remove masonry units disturbed after laying; clean and relay in fresh mortar. Do not pound
corners at jambs to fit stretcher units which have been set in position. If adjustments are required,
remove units, clean off mortar, and reset in fresh mortar.
3.05 STRUCTURAL BONDING OF MULTI-WYTHE MASONRY
a! A. Use continuous joint reinforcing embedded in horizontal joints for bond tie between wythes. Install
at not more than 8" o.c. vertically as specified. Provide continuity at corners and intersections using
prefabricated "L" and 'T' units.
pool
lyl 3.06 HORIZONTAL JOINT REINFORCING
.l
369/94 CC UNIT MASONRY WORK
Section 04.200 Page 7
A. Provide continuous horizontal joint reinforcing as shown and specified. Fully embed longitudinal
side rods in mortar for their entire length with a minimum cover of 5/8" on exterior side of walls and
1/2" at other locations. Lap reinforcement a minimum of 6" at ends of units. Do not bridge control
and expansion joints with reinforcing, as otherwise indicated. Provide continuity at corners and wall
intersections by use of prefabricated "L" and 'T' sections. Cut and bend units as directed by
manufacturer for continuity at returns, offsets, pipe enclosures and other special conditions..
B. Space continuous horizontal reinforcing as follows:
1. For multi-wythe walls where continuous horizontal reinforcing also acts as structural bond or tie
between wythes, space reinforcing as required by code but not less than 8" o.c. vertically.
2. For single-wythe walls, space reinforcing at 8" o.c. vertically, unless otherwise indicated.
C. Reinforce masonry openings greater than 1"-0" wide, with horizontal joint reinforcing placed in 2
horizontal joints approximately 8" apart, both immediately above the lintel and below the sill.
Extend reinforcing a minimum of 2"-0" beyond jambs of the opening, bridging control joints where
provided.
3.07 ANCHORING MASONRY WORK
A. Provide anchoring devices of the type shown and specified. If not shown or specified, provide _
standard type for facing and back-up involved.
B. Anchor masonry to structural members where masonry abuts or faces such members to comply with
the following:
1. Provide an open space not less than 1" in width between masonry and structural member, unless
otherwise shown. Keep open space free of mortar or other rigid materials.
2. Anchor masonry to, structural members with metal ties embedded in masonry joints and attached
,to structure. Provide anchors with flexible tie sections, unless otherwise indicated.
3. Space anchors as shown, but not more than 16" o.c. horizontally.
3.08 LINTEIS
A. Install loose lintels of steel and other materials where shown.
B. Provide masonry lintels where shown and wherever openings of more than 1'-0" are shown without
structural steel or other supporting lintels. Provide precast or formed -in-place masonry lintels.
Thoroughly cure precast lintels before handling and installation. Temporarily support
formed -in-place lintels.
1. For hollow concrete masonry unit walls, use specially formed "U" -shaped lintel units with
reinforcing bars placed as shown and filled with concrete grout.
C. Provide minimum bearing at each jamb, of 4" for openings less than 6'-0" wide, and 8" for wider
openings.
3.09 CONTROL AND EXPANSION JOINTS
F"
L 369/94 CC UNITMASONRY WORK
PM Section 04.200 Page 8
A. Provide vertical expansion, control and isolation joints in masonry where shown. Build -in related
masonry accessory items as the masonry work progresses.
1. See Division 7 sections for "Joint Sealers".
2. Budd flanges of metal expansion strips into masonry. Lap each joint 4" in direction of flow. Seal
joints below grade and at junctures with horizontal expansion joints, if any.
3. Budd -in flanges of factory -fabricated expansion joint units, specified in a Division 7 section.
4. Budd -in joint fillers where shown, speed in a Division 7 section.
B. Control Joint Spacing: If location of control joints is not shown, place vertical joints spaced not to
exceed 35'-0" o.c. for concrete masonry wythes if reinforced, or 30'-U' o.c. if not reinforced.
3.10 TUCKPOINTING
A. To reduce subsequent shrinkage in tuckpointed joints, the material shall be mixed with just enough
water to make a damp mixture. This semidry mixture shall be left untouched for 1 to 2 hours, after
which it shall be remixed and water added to obtain proper workability.
3.11 REPAIR, POINTING AND CLEANING
A. Remove and replace masonry units which are loose, chipped, broken, stained or otherwise damaged,
or if units do not match adjoining units as intended. Provide new units to match adjoining units and
install in fresh mortar or grout, pointed, pointed to eliminate evidence of replacement.
B. Pointing: During the tooling of joints, enlarge any voids or holes, except weep holes, and completely
fill with mortar. Point -up all joints at comers, openings and adjacent work to provide a neat,
uniform appearance, properly prepared for application of caulking or sealant compounds.
C. Clean exposed unit masonry by dry brushing at the end of each day's work and after final pointing to
remove mortar spots and droppings. On completion of all masonry work, fill all holes and
imperfections or defects and leave joints completely filled and neatly pointed with all mortar
droppings removed. Use mild acid for cleaning agent only if approved by Architect, otherwise use
stiff fiber brushes and clean water.
End of Section
4.1
LE
369/94 CC METAL FABRICATIONS
Section 05.500 Page 1
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. The general provisions of the Contract, including General Conditions and General Requirements
(Division 1), apply to the work specified in this section.
1.02 DESCRIPTION OF WORK
A. The extent of miscellaneous metal work is shown on the Drawings and includes items fabricated
from metal shapes, plates, angles and pipe which are not a part of other metal systems in other
sections of these specifications.
B. Provide -all labor, material, equipment and services necessary for the furnishing and installing of
miscellaneous fabricated metal items as shown on the Drawings and specified herein.
C. The work in this section includes all steel guardrails, sleeves and supports
1.03 QUALITY ASSURANCE
A. Take field measurements prior to preparation of shop drawings and fabrication. Assume
responsibility for accuracy of such dimensions and for proper fitting and assembly of work. _
B. Preassemble items in shop to greatest extent possible to minimize field splicing and assembly.
Disassemble units only as necessary for shipping and handling limitations. Assemble with as few
joints as possible. Clearly mark units for reassembly and coordinated installation.
C. All welding shall be done in strict accordance with the American Welding Society's "Code for
Welding in Budding Construction" (AWS D1.0), latest edition.
D. Drill, cut, punch and tap metal items as required for anchoring and accommodating work of other
trades. Reinforce where required. Design and fabricate so that items will not be distorted or
fasteners overstressed due to expansion and contraction.
E. The American Institute of Steel Construction's "Specification for the Design, Fabrication and
Erection of Structural Steel for Buildings" and "Code of Standard Practice for Steel Buildings and
Bridges", latest editions, and hereby included by reference, and are a part of the Specifications for
this division of work to the same extent as if written out in full and bound herewith, insofar as
they are applicable and not in conflict with these Specifications.
1.04 SUBMITTALS
A. Submit manufacturer's specifications, anchor details and installation instructions for products to be
used in the fabrication of miscellaneous metal work. Include paint products. Indicate by
transmittal that copy of instructions has been distributed to Installer.
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369/94 CC METAL FABRICATIONS
Section 05.500 Page 2
B. Submit shop drawings for fabrication and erection of miscellaneous metal assemblies, including
handrail systems. Include plans, elevations,details, sections and connections. Show anchorages
s and accessory items.
PART 2 PRODUCTS
2.01 MATERIALS
A. Metal Surfaces, General: For fabrication of miscellaneous metal work which will be exposed to
view, use only materials which are smooth and free of surface blemishes including pitting, seam
marks, roller marks, rolled trade names and roughness.
B. Structural Steel Plates, Shapes and Bars: ASTM A36.
C. Primer: SSPC Paint 15; Type 1, red oxide
D. Provide all necessary bolts, angles, clips, hangers, screws and other items required for a complete
and satisfactory assembly and installation.
E. Headed Stud Type Shear Connectors: ASTM A108, Grade 1015 or 1020, cold finished carbon
steel, with dimensions complying with AISC specifications.
F. Concrete Expansion Anchors: Sleeve type anchors meeting Federal Specifications FF -S-325, Group
II, Type 3, Class 3 or Wedge Type anchors meeting Federal Specifications FF -S-325, Group II,
Type 4, Class 1.
G. Intermediate handrail brackets shall be equal to Bracket Style P-1 (2-1/2" steel, mill finished for
painting) by AR&B Wagner, Inc. and attach to the underside of the handrail and provide a 1-1/2"
clearance between the handrail and the wall. Provide concealed attachment.
H. Steel handrails shall be 1-1/4 inch nominal diameter.
2.02 FABRICATION, GENERAL
A. Use materials of size and thickness shown, or if not shown, of required size and thickness to
produce strength and durability in finished product. Work to dimensions shown or accepted on
shop drawings, using proven details of fabrication' and support. Use type of materials shown or
specified for various components of work.
B. Form exposed work true to line and level accurate angles and surfaces and straight sharp edges.
Ease exposed edges to a radius of approximately 1/32" unless otherwise shown. Form bent -metal
corners to smallest radius possible without causing grain separation or otherwise impairing work.
C. Weld corners and seams continuously, complying with AWS recommendations. Grind exposed
welds smooth and flush, to match and blend with adjoining surfaces.
D. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners
wherever possible. Use exposed fasteners of type shown, or if not shown, phillips flat -head
(countersunk) screws or bolts.
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369/94 CC METAL FABRICATIONS
Section 05.500 Page 3
E. Provide for anchorage of type shown, coordinated with supporting structure. Fabricate and space
anchoring devices as shown and as required to provide adequate support for intended use. --
F. Cut, reinforce, drill and tap miscellaneous metal work as required to receive finish hardware and
similar items. _
G. Shop paint miscellaneous metal work.
H. Remove scale, rust and other deleterious materials before applying shop coat. Clean off heavy
rust and loose mill scale in accordance with SSPC SP -2 "Hand Tool Cleaning: or SSPC SP -3
"Power Tool Cleaning;, or SSPC SP -7 "Brush -Off Blast Cleaning."
I. Remove oil, grease and similar contaminants in accordance with SSPS SP -1 "Solvent Cleaning."
J. Immediately after surface preparation, brush or spray on primer in accordance with manufacturer's
instructions, and at rate to provide uniform dry film thickness of 2.0 mils for each coat. Use
painting methods which will result in full coverage of joints, comers, edges and exposed surfaces.
K. Apply one shop coat to fabricated metal items, except apply 2 coats of paint to surfaces
inaccessible after assembly or erection.
2.03 STRUCTURAL STRENGTH OF HANDRAIL SYSTEMS
A. The structural strength of handrails, fasteners, and mounting devices shall meet the following
specification:
1. Bending stress in a handrail induced by the maximum bending moment from the application of
250 lbf (1112N) shall be less than the allowable stress for the material of the handrail.
2. Shear stress induced in a handrail by the application of 250 lbf (1112N) shall be less than the
allowable shear stress for the material of the handrail. If the connection between the handrail
and its mounting bracket or other support is considered to be fully restrained, then direct and
torsional shear stresses shall be totaled for the combined shear stress, which shall not exceed
the allowable shear stress.
3. Shear force induced in a fastener or mounting device from the applications of 2501bf (1112N)
shall be less than the allowable lateral load of either the fastener or mounting device or the
supporting structure, whichever is the smaller allowable load.
4. Tensile force induced in a fastener by a direct tension force of 2501bf (1112N) plus the
maximum moment from the application of 2501bf (1112N) shall be less than the allowable
withdrawal load between the fastener and the supporting structure.
5. Handrails shall not rotate within their fittings.
2.04 HANDRAIL PROTECTIONS
A. A handrail and any wall or other surface adjacent to it shall be free of any sharp or abrasive
elements.
B. Edges shall have a minimum radius of 1/8 in (3.2 mm).
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369/94 CC
METAL FABRICATIONS
FM
Section 05.500 Page 4
2.05 MISCELLANEOUS METAL ITEMS
A. Provide miscellaneous steel framing and supports which are not a part of other sections of the
work.
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B. Fabricate miscellaneous units to sizes, shapes and profiles shown or, if not shown, of required
dimensions to receive adjacent other work to be retained by framing. Except as otherwise shown,
fabricate from structural steel shapes and plates and steel bars, of welded construction using
mitered corners, welded brackets and splice plates and minimum joints for field connection. Cut,
drill, and tap units to receive hardware and similar items.
�... PART 3 EXECUTION
3.01 HANDRAIL FABRICATION
A. Fabricate handrails and railing systems to comply with requirements indicated for design,
dimensions, details, finish, and member sizes, including wall thickness of hollow members, post
spacings, and anchorage, but not less than those required to support structural loads.
B. Preassemble railing systems in shop to greatest extent possible to minimize field splicing and
assembly. Disassemble units only as necessary for shipping and handling limitations. Clearly mark
units for reassembly and coordinated installation. Use connections that maintain structural value
of joined pieces. Clearly mark units for reassembly and coordinated "installation.
C. Form changes in direction of railing members by bending.
D. Form simple and compound curves by bending pipe in jigs to produce uniform curvature for each
repetitive configuration required; maintain cylindrical cross-section of pipe throughout entire bend
without buckling, twisting, cracking, or otherwise deforming exposed surfaces of pipe.
E. If required for the conditions of this Contract, fabricate railing systems and handrails for
connection of members by welding. For connections made during fabrication, weld comers and
seams continuously to comply with the following:
I. Use materials and methods that minimize distortion and develop strength and corrosion
resistance of base metals.
2. Obtain fusion without undercut or overlap.
3. Remove welding flux immediately.
4. At tee and cross intersections, notch ends of intersecting members to fit contour of pipe to
which end is joined and weld all around.
5. At exposed connections, finish exposed welds and surfaces smooth and blend so that no
roughness shows. The finishing and contour of welded surface shall match adjacent surfaces.
F. Provide inserts and other anchorage devices for connecting handrails and railing systems to
flooring system. Fabricate anchorage devices capable of withstanding loadings imposed by
handrails and railing systems. Coordinate anchorage devices with supporting structure.
3.02 INSTALLATION
A. Provide anchorage devices and fasteners where necessary for securing miscellaneous metal items to
369/94 CC METAL FABRICATIONS
Section 05.500 Page 5
in-place construction; including threaded fasteners, toggle bolts, through -bolts, screws and other
connectors required.
B. Perform cutting, drilling and fitting required for installation of miscellaneous metal items. Set
work accurately in location alignment and elevation, plumb, level, true and free of rack, measured
from established lines and levels.
C. Fit exposed connections accurately together to form tight hairline joints. Weld connections which
are not to be left as exposed joints, but cannot be shop welded because of shipping size
limitations. Grind joints smooth and touch-up shop paint coat. Do not weld, cut or abrade the
surfaces of exterior units which have been hot -dip galvanized after fabrication, and are intended
for bolted or screwed field connections.
D. Comply with AWS Code for procedures of manual shielded metal arc welding, appearance and
quality of welds made, and methods used in correcting welding work.
E. Immediately after erection, clean field welds, bolted connections, and abraded areas of shop paint,
and paint ,exposed areas with same material as used for shop painting. Apply by brush or spray to
provide a minimum dry film thickness of 2.0 mils.
3.03 CLEANING
A. All exposed portions of metal fabrication installations shall be cleaned and ready for painting by
others.
End of Section
369/94 CC CARPENTRY WORK
Section 06.100 Page 1
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. The general provisions of the Contract, including General Conditions and General Requirements
(Division 1), apply to the work specified in this section.
1.02 DESCRIPTION OF WORK
A. Carpentry work includes carpentry not specified as a part of other sections of these Specifications
and which generally is not exposed to view unless otherwise Detailed or Scheduled. Work under
this section includes:
1. Wood Framing
2. Wood Grounds, Nailers and Blocking
3. Wood Furring
1.03 QUALITY ASSURANCE
A. Lumber standards shall comply with PS 20 and with the applicable rules of the respective grading
and inspecting agencies for species and products indicated.
B. I Factory mark each piece of lumber and plywood with type, grade, mill and grading agency, except
omit marking from surfaces to receive transparent finish, and submit mill certificate that materials
have been inspected and graded in accordance with grading standards if it: cannot be marked on a
concealed surface.
C. Keep materials dry during delivery, storage and handling. Store lumber and plywood in stacks
with provision for air circulation. Protect bottom of stacks against contact with damp'surfaces.
Protect exposed materials from weather.
D. Coordinate location of furring, nailers, blocking, grounds and similar supports so that attached
work will comply with design requirements.
E. Shop -fabricate carpentry work to the extent feasible and where shop fabrication will result in
better workmanship than feasible for on-site fabrication.
F. Treat lumber as specified.
G. Fit carpentry work to other work. Scribe and cope as required for accurate fit.
H. Time delivery and installation of carpentry work to avoid delaying other trades whose work is
dependent on or affected by the carpentry work and to comply with protection and storage
requirements.
369/94 CC CARPENTRY WORK
Section 06.100 Page 2
I. Keep carpentry materials dry during delivery. Store lumber and plywood in stacks with provision
for air circulation within stacks. Protect bottom of stacks against contact with damp or wet --
surfaces. Protect exposed materials against weather.
J. Do not store dressed or treated lumber outdoors.
K Store materials for which a maximum moisture content is specified, only in areas where relative
humidity has been reduced to a level where specked moisture content can be maintained with a
tolerance of plus or minus 1%.
L. Advise Contractor of heating or cooling requirements for installation areas and for maintaining
required temperature until Owner's acceptance of the work.
M. Deliver, store and handle exterior gypsum sheathing in strict accordance with the manufacturer's
written instructions and recommendations.
1.04 REFERENCE STANDARDS
A. Western Wood Products Association, "Grading Rules for Western Lumber".
B. Southern Pine Inspection Bureau, "Standard Grading rules for Southern Pine Lumber".
C. Product Standard of NSB, "Product Standard P3-166 for Softwood Plywood/Construction and
Industrial".
D. Architectural Woodwork Institute (AWI) "Quality Standards".
1.05 SUBMITTALS
A. Submit chemical treatment manufacturer's instructions for proper use of each type of treated
material: Indicate by transmittal form that copy of each instruction has been distributed to the
Installer.
PART 2 PRODUCTS
2.01 DIMENSION LUMBER
A. Provide lumber complying with lumber producer's inspection agency grading rules certified as
conforming to the "National Grading Rules for Dimension Lumber" by the Board of Review of the
American Lumber Standards Committee (ALSC). Dress dimensional lumber S4S unless otherwise
indicated.
2.02 FRAMING
A. Roof and Floor Joists shall be No. 2 Douglas Fir -Larch, 19% maximum moisture content.
B. Studs shall be Stud Grade, Douglas Fir -Larch, 19% maximum moisture content.
C. Other Framing Material shall be No. 2 Douglas Fir -Larch, 19% maximum moisture content.
369/94 CC CARPENTRY WORK
Section 06.100 Page 3
D. Grounds and Nailer shall be No. 2 Douglas Fir -Larch, 19% maximum moisture content.
2.03 FASTENERS AND ANCHORAGES
A. Provide size, type, materials and finish for each application, complying with the following:
1. Bolts or power activated type for anchorage to steel.
2. Nails and Staples: FS FF -N-105.
3. Tacks: FS FF -N-103.
4. Wood Screws: FS FF -S-111.
5. Bolts and Studs: FS FF -B-575.
6. Nuts: FS FF -N-836.
7. Washers: FS FF -W-92.
8. Lag Screws or Lag Bolts: FS FF -B-561.
9. Expansion Shields, Expansion Nails and Drive Screw Devices: FS FF -S-325.
10. Toggle Bolts: FS FF -B-588.
11. Bar or Strap Anchors: ASTM A 575 carbon steel bars.
2.04 WOOD PRESERVATIVE TREATMENT
A. Treat wood, including lumber and plywood, shown or scheduled as "Exterior Treated" or specified
herein to be treated, to comply with the applicable requirements of the American Wood
Preservers Institute (AWPI).
B. Pressure treat the following items with water -borne preservatives for above ground use, complying
with AWPI-LP-22:
1. Nailers, blocking, stripping and similar members in connection with plaster framing.
2. Kiln -dry wood to a maximum moisture content of 15% after treatment with water -borne
preservatives.
2.05 FIRE -RETARDANT TREATED
A. All wood concealed in wall, ceiling or roof framing construction required to have a fire -rated
assembly shall be fire -retardant treated. Wood must pass U.B.C. Standard No. 42-1 and No. 32-7
and must not have a flame spread of over 25.
B. Exposed wood for paint or transparent finish shall not be fire -retardant treated.
369/94 CC CARPENTRY WORK
Section 06.100 Page 4
PART 3 EXECUTION
3.01 PREPARATION
A. Installer must examine all parts of the supporting structure and the conditions under which the _
carpentry work is to be installed, and notify the Contractor in writing of any conditions detrimental
to the proper and timely completion of the Work. Do not proceed with the installation until
unsatisfactory conditions have been corrected in a manner acceptable to the installer.
B. Anchors shall be installed where specified or shown on the Drawings to anchor carpentry to
masonry or concrete. Anchors for wall partition sills may be 1/2" bolts 12" long spaced 6 fee o.c.
or power driven nails at 3 feet o.c.
C. A moisture seal or barrier shall be placed under or around wood members which bear on or are
embedded in concrete or masonry. Seal shall be asphalt mastic, or other approved type.
D. Provide wood grounds and blocking of size and shape required for plaster work, for securing toilet
accessories, finish hardware, door stops, and trim for chalkboards, tackboards, etc. Install true to
line, level plumb, and well secured in place. Wood blocking or nailers on dry wall metal framing --
systems shall be bolted in place.
3.02 WOOD STUD FRAMING
A. Provide stud framing where shown. Unless otherwise shown, us 2" x 4" wood studs spaced 16" o.c.
with 4" face perpendicular to direction of wall or partition. Provide single bottom plate and
double -top plates 2" thick by width of studs; except single top plate may be used for non- "
loadbearing partitions. Nail or anchor plates to supporting construction.
B. Construct comers and intersections with not less than 3 studs. _
C. Provide miscellaneous blocking and framing as shown and as required for support of facing
materials, fixtures, specialty items and trim.
D. Provide continuous horizontal blocking row at mid -height or single -story partitions over S feet high
and at midpoint of multi -story partitions, using Z' thick members of same,width as wall or
partitions unless shown otherwise on the Drawings.
E. Frame openings with multiple studs and headers. Provide nailed header members of thickness
equal to width studs. Set headers on edge and support on jamb studs.
F. For non-bearing partitions, provide double -jamb studs and headers not less than 4" deep for
openings 3 feet and less in width, and not less than 6" deep for wider openings.
G. For load-bearing partitions, provide double jamb studs for openings 6 feet and less in width, and
triple jamb studs for wider openings. Provide headers of depth shown, or if not shown, provide as
recommended by, Table II of N.F.P.A. "Manual for House Framing".
369/94 CC CARPENTRY WORK
Section 06.100 Page 5
H. Provide diagonal bracing in stud framing of exterior walls except as otherwise indicated. Brace
both walls at each external corner, full story height, at a 45" to 60" angle, using a let -in 1 x 4. At
the Contractor's option, 5/8" plywood sheating 4 feet wide x full story height, may be used in lieu
of diagonal bracing'. Provide bracing at end of each, wall and at a maximum spacing of 25' on
center. Braces shall be installed so that there is no unbraced section along with wall exceeding 25'.
Use fire -retardant treated wood studs, plates and other wood in partition. and wall construction at
all locations.
3.03 CUTTING AND PATCHING
A. Contractor shall perform such work in his line as is usually required for plumbing, heating,
electrical or other mechanics. He shall also furnish, of required sizes and forms, all furring at
otherwise shown or specified, rough brackets, forms, etc., as required to properly carry out the
intent of the work as shown by Drawings and Specifications.
3.04 TEMPORARY CLOSURES
A. Protect all door openings, and other openings except windows when so required, with temporary
batten doors, in plastered portions where conditions require.
3.05 PROTECTION
A. The Contractor shall do all work necessary to cover and protect all masonry window sills and
metal and wood door jambs and protect all new carpentry work or material from damage of any
character.
B. Any work damaged through neglect of above causes or by any other means shall be replaced by
Contractor without additional cost to the Owner.
End of Section
369/94 CC CAULKING AND SEALANTS
Section 07.900 Page 1
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. The general provisions of the Contract, including General Conditions and General Requirements
(Division 1), apply to the work specified in this section.
1.02 DESCRIPTION OF WORK
A. Perform all work required to complete the joint preparation, joint packing or filler, priming,
caulking and sealing indicated by the Drawings and specified herein.
B. Seal all appropriate joints associated with the work to completely weatherproof the flashing
systems.
C. Furnish all supplementary items necessary to provide an air and watertight seal at all locations
requiring sealant.
1.03 QUALITY ASSURANCE
A. Sealant material manufactured by any of the following manufacturers is acceptable provided it
complies with the requirements of this section.
1. Pecora Chemical Corporation
2. Sonneborn Building Products, Inc.
3. Products Research and Chemical Corporation
4. Tremco Manufacturing Company
5. W. R. Grace and Company
6. General Electric Company
7. Mameco International, Inc.
8. Gibson -Homans Company.
1.04 DELIVERY AND STORAGE
A. Deliver materials in unopened containers as packaged by the manufacturer. Store in a manner
to protect materials from the weather.
1.05 SUBMITTALS
A. Submit manufacturer's published data for sealants. Show each color available. Color selection
will be by the Architect.
B. When requested by the Architect, submit samples of cured sealants and a 6" long sample of each
type of joint backup if required.
C. Provide a five (5) year product warranty for installed sealants which fail to provide and
watertight seal, exhibit loss of adhesion or cohesion, or do not cure.
PART 2 PRODUCTS
A
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I 369/94 CC CAULKING AND SEALANTS
Section 07.900 Page 2
2.01 MATERIALS
�.,
A.
Sealant shall be equal to Vulkem 116 polyurethane sealant as manufactured by Mameco
International, Inc. of Cleveland, Ohio.
B.
Backing Rods shall be closed cell polyethylene or open cell polyurethane as recommended by the
sealant manufacturer for the application conditions encountered.
C.
Traffic Grade Sealant shall be equal to Vulkem 45 polyurethane joint sealant manufactured by
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Mameco.
A
D.
Sealant Primer shall be as recommended by the sealant manufacturer for each type of surface
application.
PART 3
EXECUTION
3.01
PREPARATION
A. Examine all surfaces to receive sealant and report all conditions not acceptable. Installation
shall be deemed as acceptance of the surface.
B. Clean all surfaces and joints thoroughly, removing all foreign matter, dust, oil, grease, water
surface, dirt, frost, old caulking material and previously applied paint or primer.
C. Prime and prepare surfaces in strict accordance with sealant manufacturer's written instructions
and recommendations.
D. Report unsatisfactory surfaces to the Architect.
3.02 APPLICATION OF SEALANTS
A. Follow sealant manufacturer's instructions regarding preparation, priming, application life and
application procedure.
B. Apply masking tape where required in continuous strips in alignment with joint edge. Remove
tape immediately after joints have been sealed and tooled as directed.
C. Apply sealant under pressure with gun having nozzle of proper size, or other appropriate means.
Provide sufficient pressure to completely fill joints.
D. Apply sealant over entire exposed joint of stone copings.
E. Neatly point or tool sealant to provide proper contour. Use clean water -wet tool or tooling
solution recommended by manufacturer when tooling white or light colored sealant.
3.03 CLEANING
A. Clean adjacent surfaces of sealant excesses or smears. Use solvent or cleaning agent as
recommended by sealant manufacturer.
369/94 CC CAULKING AND SEALANTS
Section 07.900 Page 3
B. Leave all finished work in a neat, clean condition.
C. Remove all debris resulting from these operations from the site.
End of Section
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369/94 CC HOLLOW METAL DOORS AND FRAMES
PM Section 08.150 Page 1
PARTI. GENERAL
1.01 RELATED DOCUMENTS
A. The general provisions of the Contract, including General Conditions and. General Requirements
(Division 1), apply to the work specified in this section.
1.02 DESCRIPTION OF WORK
A. The extent of hollow metal doors and frames is shown on the Drawings and Schedules; all shall be
custom hollow metal work.
1.03 RELATED WORK SPECIFIED ELSEWHERE
A. Section 08.700 Finish Hardware
B. Section 08.800 Glass and Glazing
1.04 QUALITY ASSURANCE
A. Provide hollow metal doors and frames manufactured by a single firm specializing in the
production of this type of work.
B. The Contractor shall not submit any hollow metal manufacturer for the Architect's approval
without first verifying that the proposed manufacturer's facilities are adequate to perform the work
in accordance with the Contract Documents. The manufacturer shall have: been in the business for
at least five years and shall have a record for financial responsibility and for doing work of the
quality required by the Contract Documents.
1.05 REFERENCE STANDARDS
II A. SDI -100 - Recommended Specifications -Standard p d Steel Doors and Frames of Steel Door Institute.
B. Underwriters' Laboratories, Inc. (UL), and Factory Mutual (FM), as applicable to fire rated
hollow metal door frames.
C. ASTM A525 - Steel Sheet, Zinc Coated (Galvanized) by the Hot Dip Process, General
(I Requirements.
D. ASTM A569 - Steel, Carbon, Hot -Rolled Sheet and Strip, Commercial Quality.
E. ASTM A591 - Steel Sheet, cold -Rolled, Electrolyte Zinc Coated.
r F. ASTM A366 - Steel, Carbon, Cold -Rolled Sheet, Commercial Quality.
1.06 SUBMITTALS
A. Shop Drawings: Submit shop drawings for the fabrication and erection of hollow metal doors and
frames. Include details of each frame type, elevations of door design types, conditions at openings,
details of construction, locations and installation requirements of finish hardware and
reinforcements and details of joints and connections. Show anchorages and necessary items.
19
369/94 CC HOLLOW METAL DOORS AND FRAMES
Section 08.150 Page 2
PART 2 PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. Material manufactured by any of the following manufacturers is acceptable provided it complies
with the contract Documents.
1. HOLLOW METAL
Steelcraft
Overly Manufacturing Company
Williamsburg Steel Products Company
Superior Door & Sash Company
Republic Steel Corporation
Hol -O -Met, Inc.
Tex -Steel Corporation
2.02 MATERIALS
A. METAL: ASTM A366, gauges as specified for each particular member.
B. PAINT: Zinc -Chromate Alkyd resin primer for baked primer, Fed. Spec. TT -P-645.
C. INSULATION: Mineral wool batt insulation, thickness as required for door thickness.
2.03 FABRICATION
A. DOORS
1. Fabricate door from cold rolled, pickled and oiled, stretcher leveled steel; 18 gauge face sheets.
Use 16 gauge for channel frame and 22 gauge for interlocking vertical channels or "z" shaped
member reinforcing.
2. Construct doors rigid, neat and free from defects, with continuous welded joints at door edges
dressed smooth and invisible. No joints shall occur on face of the door.
3. Mortise, reinforce, drill and tap with templates, frames to receive all mortise hardware.
Provide reinforcing plates for surface applied hardware. Reinforce for hinges with 7 gauge
steel; for locks and other hardware cutouts with 12 gauge steel; for surface applied hardware
with 12 gauge steel.
4. Provide 1/8" clearance at jambs and heads; 3/16" at meeting stiles of pairs of doors; 3/8" at sills,
except fire doors and where indicated otherwise. Bevel lock edge of stiles 1/8" in 2".
5. Provide stops for glass and glazing under Section 08.800.
6. Door shall be equal to SL16 Aluminum door by Speculite and shall be modified for dutch door
with shelf. Shelf shall be at height accessible for wheelchair occupants.
B. FRAMES
1. Form metal frames to size and shapes indicated from cold rolled, pickled and oiled steel sheets
with clean smooth surfaces. Fabricate all frames over 42" wide from 14 gauge steel. Fabricate
7
i, 369/94 CC HOLLOW METAL DOORS AND FRAMES
r Section 08.150 Page 3
1 all other frames from 16 gauge steel unless otherwise indicated.
2. Construct frames strong, rigid, neat and free from defects, true and fully welded unit type
construction at joints. Miter joints and continuously arc -weld full depth and widthof frames.
Dress smooth and invisible, welds of joints on exposed surfaces.
3. Mortise, reinforce, drill and tap with templates, frames to receive mortise hardware. Provide
reinforcing plates for surface applied hardware. Reinforce for hinges with 7 gauge steel; for
locks and other hardware cutouts with 12 gauge steel; for surface applied hardware with 12
gauge steel.
4. Provide 26 gauge galvanized cover boxes in back of all hardware cutouts. Punch frames for
rubber or vinyl silencers; three on lock side of single doors and one for each leaf in heads of
double door frames.
5. Provide jamb anchors for frames set in metal stud partitions, welded to back of frames, not less
than 18 gauge, of design required for type of stud, 4 anchors for openings up to T-6" and one
additional anchor for each additional 30" height or part thereof. Locate anchors immediately
above each hinge reinforcing plate and one below the top hinge reinforcing on both sides.
6. Provide 16 gauge steel fixed floor clips fastened to bottom of each jamb member and drill for
3/8" anchor bolts for floor connection.
7. Provide temporary steel spreaders fastened across bottom of frames. Label each frame before
shipping with metal or plastic tags to show their location, size door swing and other pertinent
information.
8. Rubber Door Silencers: At door openings not scheduled to receive weatherstripping, drill stops
to receive 3 silencers on single -door frames and 4 silencers on double -door frames. Install
plastic plugs to keep holes clear during construction. Furnish and install rubber door silencers.
9. Plaster Guards: Provide 22 gauge plaster guards for mortar boxes, welded to the frame, at the
back of all finish hardware cutouts where mortar or other materials might obstruct hardware
operation.
10. Provide stops for glass and glazing under Section 08.800.
2.04 SHOP PAINTING
A. Clean ferrous metal and treat chemically to prepare for maximum paint adhesion. Apply coat of
rust -inhibitive metal primer by spraying or dipping. Bake or oven -dry prime coat to secure hard,
abrasion -resistant finish. Finish surfaces smooth and free from irregularities and rough spots.
PART 3 EXECUTION
3.01 INSTALLATION
A. Install hollow metal units and accessories in accordance with final shop drawings and
manufacturer's data, and as herein specified.
B. Leave shipping spreaders on frames until complete wall system surrounding the frame is rigidly
secured to frame, floors and ceilings. Set bottom anchors of frame to floor with power -driven
fasteners or expansion bolts (not lead shields).
369/94 CC HOLLOW METAL DOORS AND FRAMES
Section 08.150 Page 4
C. At stud gypsum walls, install frames to double stud bucks with bolts and screws, welded. Set frame
with jambs plumb, head level and frame in true plane.
D. Hang doors in frames as scheduled. Welding of hinges to doors or frames will not be permitted.
Follow recommendations of the manufacturer for installation of the hardware. Install hardware in
location as provided by door manufacturer.
E. Coat contact surfaces of any dissimilar metals with bituminous, base paint and let dry before
installation.
F. Install all surface mounted hardware taking care that all attachment devices are anchored in their
reinforcement materials inside the door frames.
G. After installation, adjust all hardware items for correct, easy and efficient operation.
H. Door Installation: Fit hollow metal door accurately in frame, within the following clearances:
Jambs and Head: 3/32".
Bottom at Threshold or Carpet: 1/8".
Bottom: 3/8" where no threshold or carpet.
I. Wood Door Install: Modify and reuse existing wood door. Fit door accurately into frame.
Measure modified door to verify frame size.
J. Install hollow metal frames plumb and square, in correct location indicated on drawings and with a
maximum diagonal distortion of 1/16 inch. Ensure frames are securely and rigidly anchored to
adjacent construction.
K. Final Adjustments: Check and readjust all operating finish hardware items in hollow metal work
just prior to final inspection. Leave work in complete and proper operating condition: Remove
and replace defective work, including doors or frames which are warped, bowed or otherwise
damaged.
3.02 CLEANING
A. Remove all smudge, dirt, oil, grease or adhered materials which might affect painting. Remove all
excess materials and debris from Site.
End of Section
369194 CC FINISH HARDWARE
Section 08.700 Page 1
PARTI. GENERAL
1.01 RELATED DOCUMENTS
A. The general provisions of the Contract, including General Conditions and General Requirements
(Division 1), apply to the work specified in this section.
1.02 DESCRIPTION OF WORK
A. The extent of finish hardware is shown on the Drawings and as scheduled herein. The required types of
finish hardware include (but are not necessarily limited to) the following:
1. Butts, locksets, holders and trim units.
B. Certain manufactured items which have hardware furnished as an integral part of their assembly are not
required under this heading.
C. The Contractor shall furnish cylinders and keying for each lockset.
1.03 REFERENCES
A. ANSI A115.1 - Door and Frame Preparation for Mortise Door Locks for 1-3/4 inch Doors.
B. ANSI A115.2 - Door and Frame Preparation for Bored or Cylindrical Locks for 1-3/4 inch Doors.
C. ANSI A115.4 - Door and Frame Preparation for Lever Extension Flush Bolts.
D. ANSI A115.5 - Frame Preparation for 181 & 190 Series Deadlock Strikes.
E. ANSI A115.9 - Door and Frame Preparation for Closer, Offset Hung, Single Acting.
F. ANSI A156.1 - Butts and Hinges.
G. ANSI A156.2 - Locks and Lock Trim.
H. ANSI A156.3 - Exit Devices.
I. ANSI A156.4 - Door Controls (Closers).
J. ANSI A156.6 - Architectural Door Trim.
K. ANSI A156.7 - Template Hinges.
1.04 SUBMITTALS
A. As soon as practicable and not later than 10 days after award of General Contract, the Contractor shall
submit to the Architect for approval, copies of the finish hardware schedule complete with all details
369/94 CC FINISH HARDWARE
Section 08.700 Page 2
and a sample of each individual item as may be requested. The General Contractor shall not award
contract for finish hardware until samples and schedules have been approved by the Architect.
B. Finish Hardware Schedule shall be a complete detailed list of hardware required to meet requirements
of the drawings and specifications..
C. Provide the Architect with manufacturer's parts list and maintenance instructions for each type of
hardware supplied and necessary wrenches and tools required for proper maintenance of hardware.
D. Indicate locations and mounting heights of each type of hardware.
1.05 QUALITY ASSURANCE
A. The furnishing of finish hardware shall be subcontracted only to recognized and experienced supplier
and who has employed an experienced hardware consultant who is available at all reasonable times
during the course of the work for project hardware consultation to the Owner, Architect and
Contractor.
1.06 UNDERWRITER'S LABORATORIES REQUIREMENTS
A. All hardware for openings requiring UL label shall be furnished and installed in strict accordance with
the requirements of Underwriter's Laboratories.
1.07 TEMPLATES
A. Furnish hardware templates to each fabricator of doors, frames, and other work to be factory -prepared
for the installation of hardware. Check the shop drawings of such other work, to confirm that adequate
provisions will be made for the proper installation of hardware.
1.08 COORDINATION
A. Coordinate hardware with other work. Tag each item or package separately, with identification related
to the final hardware schedule, and include basic installation instructions in the package. Furnish
hardware items of proper design for use of doors and frames of the thickness, profile, swing, security
and similar requirements indicated, as necessary for proper installation and function, regardless of
omissions or conflicts in the information in the contract documents. Deliver individually packaged
hardware items at the times and to the locations (shop or field) for installation, as directed by the
Contractor.
1.09 SECURITY
A. Provide secure lock-up for hardware delivered to the project, but not yet installed. Control the
handling and installation of hardware items which are not immediately replaceable, so that the
completion of the work will not be delayed by hardware losses, both before and after installation.
1.10 QUANTITIES
A. Contractor shall verify the number of doors and other parts requiring hardware listed under an item
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: 3. PLATES, STOPS AND MISCELLANEOUS ITEMS
Quality, DCI
2.02 HARDWARE
A. Provide items as listed in schedule at end of this section, complete to function as intended.
PART 3 EXECUTION
3.01 INSTALLATION
A. Install each hardware item in compliance with the manufacturer's instructions and recommendations.
369/94
CC
FINISH HARDWARE
Section 08.700 Page 3
and make his own quantities in making his quotation, as he will be required to furnish hardware in
accordance with the actual requirements of the Drawings. In case of any omission or error in the
*"
hardware as scheduled, furnish hardware identical to that required for similar openings, as approved by
the Architect.
HARDWARE SCHEDULE
A.
The Hardware Schedule is not complete with respect to the thickness of doors, hand and backset of
hardware items, method of fastening and other detail requirements.'
B.
Thoroughly check the Drawings and Door Schedules and provide all required hardware for all openings.
1.12
KEYING
A.
All locksets shall be keyed b the
y by Contractor to the Owner's keyway system.
B.
Provide 4 keys to each lockset installed in this Contract, and provide 6 master keys.
C.
All keys shall be nickel silver.
PART 2 PRODUCTS
2.01
ACCEPTABLE MANUFACTURERS
A.
Material manufactured by any of the following manufacturer's is acceptable, provided it complies with
the Contract Documents.
1. LOCKSETS AND LATCHSETS
E;
Sargent
2. HINGES
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: 3. PLATES, STOPS AND MISCELLANEOUS ITEMS
Quality, DCI
2.02 HARDWARE
A. Provide items as listed in schedule at end of this section, complete to function as intended.
PART 3 EXECUTION
3.01 INSTALLATION
A. Install each hardware item in compliance with the manufacturer's instructions and recommendations.
369/94 CC FINISH HARDWARE
Section 08.700 Page 4
Wherever cutting and fitting is required to install hardware onto or into. surfaces which are later to be
painted or finished in another way, install each item completely and then remove, and store in a secure
place during the finish application. After completion of the finishes, reinstall each item. Do not install
surface -mounted items until finishes have been completed on the substrate.
B. Adjust and check each operating items of hardware and each door, to ensure proper operation or
function of every unit. Lubricate moving parts with type lubrication recommended by manufacturer
(graphite -type if no other recommended). Replace units which cannot be adjusted and lubricated to
operate freely and smoothly as intended for the application made.
C. Wherever hardware installation is made more than one month prior to acceptance or occupancy of a
space or area, return to the work during the week prior to acceptance or occupancy, and make a final
check and adjustment of all hardware items in such space or area. Clean and relubricate operating
items as necessary to restore proper function and finish of hardware and doors. Adjust door control
devices to compensate for final operation of heating and ventilating equipment.
D. Unless directed otherwise, all hardware shall be mounted at heights as recommended by the hardware
industry. The hardware schedule submitted to the Architect shall slow proposed mounting heights or
locations of each hardware item.
3.02 GENERAL REQUIREMENTS
A. Provide all required hardware although not specifically mentioned; trim such openings with hardware of
equal quality and design to that specified for similar openings. No claims for extras will be allowed for
any services or materials which, in the Architect's opinion, should have been foreseen by the Contractor
and included in the Proposal.
B. Where the exact types of hardware specified are not adaptable to the finished shape or size of members
requiring hardware, furnish suitable types having as nearly as practicable the same operation and quality
as the types specified.
C. Hardware supplier shall make an inspection of each items, and after completion, notify the Contractor,
in writing, with a copy to the Architect, of any hardware that has been improperly installed, it being
understood that the Contractor is entirely responsible for satisfactory performance of the completed
work.
3.03 FASTENINGS
A. Furnish hardware complete with all necessary screws, through -bolts and other fastenings of suitable type
and size to assure a permanent concealed attachment and of finish to harmonize with the hardware.
B. Provide concealed fastenings wherever possible. Where exposed, use countersunk Phillips oval -head
type screws, (flat head for hinges) and match finish of hardware being attached. Do no attach hardware
to metal frames with self -tapping or sheet metal screws.
3.04 HARDWARE SCHEDULE
369/94 CC FINISH HARDWARE
F - Section 08.700 Page 5
Doors 1 and 2
Each to have:
HARDWARE SET #1
4 HINGES
TA2714
US 10
1 LOCKSET
8104 LWIL
US10
1 STOP
302PT
US10
1 D. BOLT
205 6"
US10
1 O.H. HOLDER
900 h
iJS10
4 SILENCERS
1229 A
USP
End
of Section
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GLYNN JOHNSON
GLYNN JOHNSON
369/94 CC GLASS AND GLAZING
Section 08.800 Page 1
PART 1 GENERAL
1.01 RELATED DOCUMENTS ^'
A. The general provisions of the Contract, including General Conditions and General Requirements
(Division 1), apply to the work specified in this section.
1.02 DESCRIPTION OF WORK
A. Glass and glazing for wood windows.
1.03 RELATED WORK
A. Section 08.150 Hollow Metal Doors and Frames.
1.04 GUARANTEE/WARRANTY
A. Provide a written ten year warranty on new materials and installation. Provide documentation that
glass meets these specifications.
1.05 SUBMITTALS
A. For information only, submit 2 copies of manufacturer's specifications and installation instructions
for each type of glass required. Include test data substantiating that glass complies with specified
requirements. Indicate that Glazier has received copy of handling and glazing.
PART 2 PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. The following manufacturers produce glass complying with the requirements of this section:
1. ASG Industries, Inc.
2. CE Glass Division of Combustion Engineering, Inc.
3. PPG Industries, Inc.
4. Libbey Owens Ford
2.02 GLASS
A. Glass shall be 1/4 inch thick clear tempered glass where noted on the Drawings. Polish edges at
cutout.
2.03 GLAZING MATERIALS
A. Provide type and hardness of materials as recommended by the manufacturer for the required
application and condition of installation in each case. Provide only compounds which are known
(proven) to be fully compatible with surfaces contacted.
B. Spacers: Neoprene, 40-50 durometer hardness, with proven compatibility with sealants used.
� 369/94 CC
GLASS AND GLAZING
r Section 08.800 Page 2
PART 3 EXECUTION
3.01 INSTALLATION
A. Protect glass from edge damage at all times during handling, installation and operation of the
building.
B. Glazing channels are intended to provide for necessary minimum bite on the glass, minimum edge
clearance and adequate sealant thickness, with reasonable tolerances. The Glazier is responsible
for correct glass size for each opening, within the tolerances and necessary dimensions established.
C. The Glazier must examine the framing or glazing channel surfaces, backing removable stop design,
and the conditions under which the glazing is to be performed, and notify the Contractor in
writing of any conditions detrimental to the proper and timely completion of the work. Do not
proceed with the glazing until unsatisfactory conditions have been corrected in a manner
acceptable to the Glazier.
D. Comply with combined recommendations of glass manufacturer and manufacturer of sealants and
other materials used in glazing, except where more stringent requirements are shown or specified,
and except where manufacturer's technical representatives direct otherwise.
E. Comply with "Glazing Manual" by Flat Glass Marketing Association, except as shown and specified
otherwise, and except as specifically recommended otherwise by manufacturer of the glass and
glazing materials.
F. Clean the glazing channel, or other framing members to receive glass, immediately before glazing.
Remove coating which are not firmly bonded to the substrate.
G. Apply primer or sealer to joint surfaces wherever recommended by sealant manufacturer.
H. Inspect each piece of glass immediately before installation, and eliminate any which have
observable edge damage or face imperfections.
I. Tool exposed surfaces of glazing liquids and compounds to provide a substantial "wash" away from
the glass. Install pressurized tapes and gaskets to protrude slightly out of the channel, so as to
eliminate dirt and moisture pockets.
J. Clean and trim excess glazing materials from the glass and stops or frames promptly after
installation, and eliminate stains and discolorations.
K. Cure glazing sealants and compounds in compliance with manufacturer's instructions and
recommendations, to obtain high early bond strength, internal cohesive strength and surface
durability.
L. Remove and replace glass which is broken, chipped, cracked, abraded or damaged in any other
way during construction period, including natural causes, accidents and vandalism.
M. Maintain glass in a reasonable clean condition during construction, so that it will not be damaged
by corrosive action and will not contribute (by wash -off) to the deterioration of glazing materials
and other surfaces.
369/94 CC GLASS AND GLAZING
Section 08.800 Page 3
3.02 CLEANING
A. After installation, mark clear glass with "X" by using tape or removable paste.
B. Immediately remove droppings from finished surfaces. Remove labels after work is completed.
C. Wash and polish glass on both faces not more than 4 days prior to Owner's acceptance of the
Work in each area. Comply with glass manufacturer's recommendations.
End of Section
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369/94 CC GYPSUM WALLBOARD SYSTEMS
Section 09.260 Page 1
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. The general provisions of the Contract, including General Conditions and General Requirements
(Division 1), apply to the work specified in this section.
1.02 WORK INCLUDED
A. Metal Framing required for gypsum board.
B. Gypsum board.
C. Taped and sanded joint treatment.
1.03 RELATED WORK
A. Section 06.100 Carpentry Work.
B. Section 09.900 Painting.
1.04 QUALITY ASSURANCE
A. Perform gypsum wallboard systems work in accordance with recommendations of ASTM C754
unless otherwise specified in this section.
1.05 REFERENCES
A. ASTM C754: Installation of Steel Framing Members to Receive Screw -attached Gypsum
Wallboard, Backing Board, or Water -Resistance Backing Board.
1.06 SUBMITTALS
A. Submit certification and test results that clearly states and indicates that each and every individual
element or component of fire rated drywall system partitions is approved and appropriately rated
for the specific required rated assembly in which it is to be used, and that the use of such
individual element or component would in no way jeopardize the required rating of the entire
assembly.
1.07 DELIVERY AND STORAGE
A. Deliver materials to the job site in their original unopened packages, containers, and bundles
bearing the manufacturer's name and brand name.
B. Store material in an enclosed space protected from damage and exposure to the elements.
Remove damaged material from the premises.
369/94 CC GYPSUM WALLBOARD SYSTEMS
Section 09.260 Page 2
PART 2 PRODUCTS
2.01 METAL FRAMING MATERIALS
A. Provide metal framing materials in accordance with ASTM C 645-81, hot dipped galvanized.
B. Studs: Screw-type Cee -shaped standard 25 gauge, or as required for wall heights shown.
C. Runners: Galvanized, channel type, screw type, width as required by stud width, same gauge as
stud.
D. Fasteners and Anchorages: Self -tapping, self -drilling, as recommended by drywall manufacturer.
2.02 GYPSUM BOARD MATERIALS
A. Material manufactured by any of the following manufacturers is acceptable, provided it complies
with the Contract Documents.
1. DRYWALL SYSTEMS
The Celotex Corporation
The Flintkote Company
Georgia-Pacific Corporation
Kaiser Gypsum
National Gypsum Company
United States Gypsum Company
B. Drywall systems for fire rated partitions shall be constructed using either, all component parts of
one manufacturer or, individually approved and rated components which are totally compatible
with the entire required rated assembly and which would in no way jeopardize the rating of the
entire assembly. Drywall system shall meet test requirements approved by the Local Building
Officials. All exit corridor walls shall be of one hour fire rated construction. I
C. Gypsum Wallboard: ' ASTM C36, Type "X", tapered edge, 5/8 inch thick, unless otherwise
indicated.
D. Water .Resistant Gypsum Board: Equal to USG W/R Gypsum Board. Provide where noted on
the Drawings.
2.03 MISCELLANEOUS MATERIALS
A. Lathing Channels: 16 gauge cold rolled steel, black asphaltum painted, 3/4" and 11/2".
B. Screws: Self -drilling, self -tapping, type as recommended by the Drywall Manufacturer.
C. Nails: ASTM C380, annular ring type.
D. Corner Bead: Galvanized steel, perforated flange, USG Dur -A -Bead.
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369/94 CC
GYPSUM WALLBOARD SYSTEMS
r Section 09.260 Page 3
E. Edging and Casing: Galvanized steel for painting. USG 200B, size as required for gypsum
wallboard thickness.
F. Control Joint Casing: USG #093.
G. Adhesive: As recommended by wallboard manufacturer. ASTM C475.
H. Sealant: USG Acoustical Sealant.
I. Wire: Galvanized, 9 -gauge hanger wire, 16 -gauge tie wire.
J. Reinforcing tape, Joint Compound, Water, Fasteners: As recommended by Manufacturer.
K Sound Control Batts: Certain Teed Fiber Glass Sound Control Batts, unfaced, 3-1/2 inches thick.
L. Furring Channels: USG hat -shaped 25 ga. metal furring channels.
PART 3 EXECUTION
3.01 DRYWALL PREPARATION
A. Examine spaces and correct defects that could interfere with proper installation. Starting work
shall be construed as acceptance of spaces.
B. Maintain in cold weather uniform controlled range temperature between 55 degrees to 70 degrees
F. during the installation. Provide adequate ventilation to eliminate excessive moisture.
C. Install gypsum drywall systems in accordance with the Gypsum Drywall Contractors International,
Underwriters Laboratory and the manufacturer of the Drywall material.
3.02 METAL STUD FRAMING INSTALLATION
A. Erect metal framing in accordance with ASTM C754.
B. Install members true to lines and levels to provide surface flatness with maximum variation of 1/8
inch in 10 feet in any direction.
C. Floor and Ceiling Runner Tracks: Align runner tracks to the partition layout at both floor and
ceiling. Secure runner tracks as recommended by the stud manufacturer for the floor and ceiling
construction involved, except do not exceed 24" o.c. spacing for nail or power -driven fasteners,
nor 16" o.c. for other types of attachment. Provide at all comers and ends of runner tracks.
D. Use full length studs between runner tracks wherever possible. If necessary, splice studs by
nesting with a minimum lap or 8" and fasten laps with 2 screws through each flange. Friction fit
studs to runner tracks by positioning and rotating into place. Provide positive attachment to
runner tracks for studs located at partition comers and intersections, and adjacent to openings,
using 3/8" self -tapping screws or stud clinching tool on both flanges of studs.
E. Size and Spacing: Use studs of the sizes shown and install at the spacing shown. Provide 16" o.c.
spacing unless otherwise shown on the Drawings.
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369/94 CC GYPSUM WALLBOARD SYSTEMS
Section 09.260 Page 4
F. Provide additional studs to support inside comers at partition intersections and comers, and to
support outside comers, terminations of partitions and both sides of control joints (if any).
G. Provide rough framing at openings consisting of double full-length studs adjacent to jambs and
horizontal header and sill tracks. Cut horizontal tracks to length and split flanges and bend webs
at ends for flange overlap and screw to jamb studs. Install cut-to-length,;intermediate studs
between jamb studs at head and sill sections, at same spacing as full-length studs.
H. At door frames, provide rough framing as required for door frame dimensions and tolerances.
I. Tops of all partitions not continuing to roof deck shall be solidly braced to overhead or adjacent
construction by means of steel channels (1'/2' minimum) or other means approved by Architect.
Wood construction shall not be used.
J. Provide 2 x 6 fire retardant treated wood blocking in drywall where toilet accessories or other
items are scheduled to be attached. Verify the heights of the blocking with the requirements of
the Drawings and the manufacturer of the item to be attached. All wood blocking shall be fire -
retardant treated wood in compliance with Uniform Building Code Standard Number 42-1.
3.03 INSTALLATION OF GYPSUM BOARD
A. Comply with the requirements recommended by the manufacturer. The term "Manufacturer"
defines the gypsum wallboard manufacturer unless otherwise noted.. Comply with all
requirements for specified fire -resistance ratings.
B. Provide drywall of the thickness shown on the drawings.
C. Provide additional framing and blocking as required to support gypsum board at openings and
cutouts, and to support built-in anchorage and attachment devices for other work.
D. Form control joints in drywall construction where shown. All '/s' continuous opening between
edges of adjacent drywall board to all for insertion of control joint trim accessory.
E. Partition/Walls: apply gypsum board vertically or horizontally at Contractor's option, with vertical
joints located over supports, but offset at least one stud on opposite faces of partition/walls.
Stagger joints of adjacent sheets of gypsum boards if applied horizontally.
F. Fasten gypsum wallboard with screws. Comply with manufacturer's instructions for fastening, but
do not exceed 12" o.c. spacing.
G. Caulk sides and backs of electrical boxes to completely seal openings and joints.
H. Apply wallboard to ceilings before applying to vertical surfaces. Install wallboard to ceilings with
long edge perpendicular to supports using longest pieces practicable. Stagger end joints and
provide support for all edges. Apply sealant at joint between edge of wallboard at floor and at
ceiling.
I. Fit wallboard snugly into steel door frames. Cut wallboard neatly to fit around all outlets and
switch boxes. Install metal edge trim along top edge of all wallboard at ceiling and wherever
wallboard edge is exposed, or abuts another material. Install comer bead at all exterior comers.
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369/94 CC GYPSUM WALLBOARD SYSTEMS
Section 09.260 Page 5
J. Use moisture resistant gypsum wallboard in all areas to receive ceramic tile, laminated plastic wall
panels or as noted on the Drawings.
K. Apply second layer of gypsum board sheets perpendicular to base layer.
3.04 CONTROL JOINTS
A. Locate control joints as indicated but not to exceed 50'-0" in either direction for ceilings and not
to exceed 30'-0" on center for partitions. Locate control joints where wallboard abuts any
dissimilar wall or ceiling assembly and where wallboard construction changes within the same
plane.
B. Install control joint casing where control joint occurs in continuous wall surface. Make joint 1/4"
wide with supports noncontinuous over joint. Install metal edging where wallboard abuts any
structural element or dissimilar material. Make joint 1/8" wide and fill with sealant.
3.05 DRYWALL FINISHING
A. Do not install joint treatment compounds unless installation areas comply with minimum
temperature and ventilation requirements recommended by the manufacturer and conditions are
acceptable to the Installer.
B. Finish exposed drywall surfaces with joints, corners and exposed edges reinforced or trimmed as
specified, and with all joints, fastener heads, trim necessary flanges andsurface defects filled with
joint compound in accordance with manufacturer's recommendations for a smooth, flush surface.
Drywall finishing work will not be considered acceptable if corners or edges do not form true,
level or plumb lines, or if joints fastener heads, flanges of trim accessories or defects are visible
after application of field -applied decoration.
C. Use joint tape to reinforce joints formed by tapered edges or butt ends of drywall units and at
interior comers and angles. Set tape in joint compound then apply skim coat over tape in one
application.
D. Outside comers and joints shall be floated a minimum of 18 inches in each direction from the
comer or joint to provide a level drywall surface which completely masks the comers and joints.
t! E. Where open spaces of more than 1/16" width occur between abutting diywall units, (except at
control joints), prefill joints with joint compound and allow prefill to dry before application of
joint tape.
F. Reinforce external comers of drywall work with specified type of comer bead.
G. Securely fasten metal comer beads as recommended by the manufacturer. Do not use fastens
which cannot be fully concealed by joint compound fill applied over flanges.
H. Provide specified type of metal casing bead trim. Install in single unjointed lengths unless run
exceeds longest available stock length. Miter corners of semi -finishing type trim.
1. Use only compatible compounds from one manufacturer. After mixing, do not use joint
compounds if recommended pot -life time has expired.
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369/94 CC GYPSUM WALLBOARD SYSTEMS
Section 09.260 Page 6
3.06 SOUND CONTROL BATTS
A. Install sound control batts full thickness in drywall construction in locations noted on the —
Drawings. Installation shall be in strict accordance with the manufacturer's written instructions
and recommendations.
3.07 CLEANING AND PATCHING
A. Clean exposed surfaces of wallboard of all soil and stains that would affect finish. Repair or —
remove and replace defective work. Remove excess materials and debris from Site.
End of Section
369/94 CC TOILET PARTITIONS
Section 10.155 Page 1
I-
PART 1 GENERAL
�.. 1.01 RELATED DOCUMENTS
A. The general provisions of the Contract, including General Conditions and General Requirements
(Division 1), apply to the work specified in this section.
1.02 DESCRIPTION OF WORK
A. The extent of the toilet partition work is shown on the Drawings and is specified herein.
B. The types of toilet partitions shall be overhead -braced partitions and doors.
C. Provide all materials, fittings and labor to provide a complete and satisfactory installation.
D. Manufacturers offering products to comply with the requirements for toilet partitions shall be equal to
Sanymetal.
1.03 GENERAL
A. Verify dimensions by field measurements before fabrication without delaying the project.
B. Preassemble units at the shop to the greatest extent possible to minimize any field cutting, joints and
assembly of units.
C. All doors and hardware shall meet the requirements of Americans with Disabilities Act of 1990 and
those of the Texas Accessibility Standards.
1.04 SUBMITTALS
A. For information, only, submit 2 copies of the manufacturer's detailed specifications and installation
instructions. Include catalog cuts of hardware, anchors fastenings and other data as required. Indicate
by transmittal that copy of each instruction has been distributed to the Installer.
B. Submit shop drawings for the fabrications and erection of toilet partition assemblies, to the extent not
fully described by the manufacturer's data sheets. Include plans and elevations at not less than 3/8" or
1/2" to 1'-0" scale, and details at not less than 3" to 1'4" scale. Show all anchorage, accessory items and
finishes. Provide location template drawings for bolt hole locations in supporting members for
attachment of partitions.
C. Submit 2 sets of samples, 6" x 6" of each partition color. Samples will be reviewed by the Architect for
color, texture and surface reflectivity only. Compliance with all other requirements is the exclusive
responsibility of the Contractor.
PART 2 PRODUCTS
2.01 MATERIALS
a' A. Toilet partitions and doors shall be equal to Sanymetal "Sanyacrylic Academy" overhead -braced, baked
enamel. Two colors will be selected by the Architect from the manufacturer's standard selections.
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369/94 CC TOILET PARTITIONS
-- - Section 10.155 Page 2
B. Provide manufacturer's standard Hardware and Accessories, heavy-duty operating hardware and
accessories required for a complete and satisfactory installation, as follows:
1. Non-ferrous cast alloy with polished chrome finish.
2. Provide easy -to -operate and easy -to -grasp hardware meeting the requirements of the Americans with
Disabilities Act of 1990 and those of the State of Texas.
C. Anchorages and Fasteners: Provide manufacturer's standard exposed fasteners of stainless steel of
chromium plated steel or brass, with finish to match hardware. Use theft resistant (one-way) type heads
and nuts for exposed screws. Provide concealed anchors of hot -dip galvanized, cadmium plated, or
other rust resistant protective -coated steel.
2.02 FABRICATION
A. Provide standard doors and panels, fabricated for the partition system in accordance with the
manufacturer's specifications, unless otherwise indicated.
B. Provide concealed reinforcement for installation of hardware, fittings, brackets and required accessories.
C. Provide 36" wide doors, except as otherwise indicated, for stalls required to be accessible.
D. Provide hardware and accessories for each door in the partition system, as follows:
1. Hinges shall be constructed of 11 gauge stainless steel, either surface -mounted or cutout insert type,
adjustable to hold door open at any angle up to 90 degrees. Provide gravity type, or spring action
cam type, or concealed, torsion rod type, to comply with manufacturer's recommendations.
2. Latch and Keeper shall be Manufacturer's latch unit, with combination rubber -faced door strike and
keeper. Provide latch unit equipped for emergency access. provide latch unit design for use by
physically impaired (see Americans with Disabilities Act 1990` and those requirements estabilished by
the State of Texas).
3. Coat Hook and Bumper shall be combination unit with hook and rubber -tipped pin. Install as
recommended by the Manufacturer.
4. Anti -Grip Headrail shall be of aluminum with inverted W" shape.
PART 3 EXECUTION
3.01 INSTALLATION
A. Install partitions rigidly, straight, plumb and level with the panels laid out as shown. Provide clearances
of not more than 1/2" between pilasters and panels and not more than 1" between panels and walls.
Secure panels to walls with not less than 2 stirrup brackets, attached near top and bottom of the panel.
Locate wall brackets so that holes for wall anchorages occur in masonry or tile joints.' Secure panels to
supporting walls with manufacturer's recommended anchoring devices, as indicated on final shop
drawings or in manufacturer's instructions.
369/94 CC TOILET PARTITIONS
Section 10.155 Page 3
B. Overhead -braced Partitions shall have secure pilasters to the supporting floor with the speed
anchorage device. Level, plumb, and tighten the installation with the leveling device. Secure the
overhead brace to face sheets with not less than 2 fasteners per face. Set tops of doors parallel with the
overhead brace when doors are in the closed position.
C. Adjust and lubricate hardware for proper operation after installation.
D. Set hinges on out -swing doors to return to the fully closed position.
3.02 PROTECTION, CLEANING AND FINAL ADJUSTMENTS
A. Protect units during delivery, storage and after erection so that there will be no indication of use of
damage at the time of acceptance by the Owner. Replace damaged work as directed.
B. Perform all final adjustments to pilaster leveling devices, door hardware, and other operating parts of
the partition assembly just prior to final inspection. Clean exposed surfaces of partitions, hardware,
fittings and accessories, using materials and methods recommended by the partition manufacturer.
End of Section
369/94 CC LOUVERS AND VENTS
Section 10.200 Page 1
PART 1 GENERAL
1.01 RELATED DOCUMENTS —
A. All provisions of the Contract, including General Conditions and General Requirements (Division 1),
apply to the work specified in this section.
1.02 DESCRIPTION OF WORK
A. Furnish materials, labor and equipment to provide and install all Louvers noted and scheduled on the
Drawings.
1.03 APPLICABLE STANDARDS
A. SMACNA Standard: Comply with "Architectural Sheet Metal Manual" recommendations for
fabrication, construction and installation procedures.
1.04 SUBMITTALS
A. Submit Manufacturer's data showing compliance with the requirements of this section.
B. Maintenance Instructions:
1. Manufacturer's recommendations for cleaning and refinishing each type of louver.
2. Include precautions against materials and methods detrimental to the finishes.
PART 2 PRODUCTS
2.01 MATERIALS
A. Vents shall be equal to Model 4630 manufactured by Nailor in the sizes scheduled on the Drawings.
B. Vents shall be primed for painting by others.
PART 3 EXECUTION
3.01 PREPARATION
A. Inspect all existing conditions prior to beginning installation of the Vents. Notify General Contractor of
any unsatisfactory conditions. Installation of the Vents will constitute acceptance of preparations by
others.
3.02 INSTALLATION
A. All work shall be done in strict accordance with the written instructions and recommendations of the
manufacturer.
B. Locate and place vents plumb, level, in proper alignment with adjoining work, and in accordance with
manufacturer's instructions.
369/94 CC LOUVERS AND VENTS
Section 10.200 Page 2
C. Protect surfaces from corrosion when in contract with dissimilar metal and concrete or masonry by
coating contact surfaces with zinc chromate primer or bituminous paint.
D. Repair damaged finishes so that there is no evidence of corrective work.
End of Section
369/94 CC TOILET ACCESSORIES
Section 10.800 Page 1
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. The general provisions of the Contract, including General Conditions and General Requirements
(Division 1), apply to the work specified in this section.
1.02 DESCRIPTION OF WORK
A. The extent of each type of toilet accessory is indicated on the Drawings and scheduled herein.
B. The type of toilet accessories required includes the following:
1. Mirrors
2. Grab bars
3. Folding Shower Chairs
1.03 SUBMITTALS
A. Submit manufacturer's literature for each product. Mark sufficiently to indicate compliance with
these specifications. Indicate locations, methods of supporting, methods of anchoring and finishes
of each accessory.
1.04 GENERAL
A. Use concealed fastenings wherever possible.
B. Verify type of mounting surfaces; provide proper anchors or fasteners to ensure permanent
mounting.
C. Provide locks where specified; provide same keying throughout for all accessory units.
D. All mounting locations and heights shall meet the requirements of the Texas Accessibility
Standards.
E. Warrant mirrors 10 years against silver spoilage resulting from manufacturer defects.
F. Provide new toilet accessories in new accessible stalls and at the new accessible lavatories in
toilets.
PART 2 PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. Products manufactured by any of the following manufacturers is acceptable, provided they comply
with these Specifications:
1. Bradley Corporation
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369/94 CC TOILET ACCESSORIES
Section 10.800 Page 2
2. Bobrick Washroom Equipment Co.
3. American Dispenser Company, Inc.
B. Proprietary references used herein are to serve as guidelines for establishing style, type and quality
of accessories to comply with requirements of this project. Other accessories will be considered
provided same are, in the opinion of the Architect, equal in weight, finish, size, appearance and
dispense same type of goods or services.
2.02 MATERIALS
A. Mirrors for the toilets shall be equal to the Bobrick Stainless Steel Framed Mirror, model no. B-
290 2436 for the Womens' and Mens' Toilet. Mirror shall be installed a maximum dimension of
40" from the bottom to the floor and a minimum of 74" from the floor to the top of the mirror.
B. Mirrors for rest areas shall be equal to the Bobrick Stainless Steel Mirror, model no. SSB 1556
2436. Mirror shall be installed a maximum dimension of 40" from the bottom to the floor and a
minimum of 74" from the floor to the top of the mirror.
C. Toilet Tissue Dispensers by Owner.
D. Recessed Towel Dispensers and Waste Receptacle: to be adjusted where necessary by the Owner.
E. Grab Bars: Bobrick B5507 (1-1/4" diameter) satin finish stainless steel, concealed mounted with 4
screw sets mounted as shown on drawings. Clearance between the grab bar and the wall shall be
1-1/2".
F. All dispensers shall be located for accessibility in accordance with ADA and the Texas
Accessibility Standards.
G. Folding Shower Seats: Equal to Bobrick B-518. Provide (1) B-518 where noted on the Drawings.
PART 3 EXECUTION
3.01 INSTALLATION
A. Install accessories according to manufacturer's instructions and approved shop drawings. Install
d accessories plumb, square, level and true with wall or surfaces. Install grab bars where scheduled
to support a minimum load of 300 pounds downward pull.
f B. Frames of recessed accessories shall neatly trim the opening. Gaps and voids between frames and
finished walls will not be allowed. Exposed and concealed fastening shall match finish of fixtures
and shall be stainless steel, theftproof type.
C. Install concealed anchor plates to wall construction for mounting all accessories. Provide grounds
or rough bucks to rigidly secure accessories.
D. All controls, dispensers or other operable equipment shall be mounted no higher than 48 inches
y above the floor.
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369/94 CC TOILET ACCESSORIES
Section 10.800 Page 3
E. Provide concealed anchor plates for stud walls and mounting kits with stainless steel screws equal
to those manufactured by Bobrick for all grab bars.
F. The structural strength of grab bars, tub and shower seats, fasteners, and mounting devices shall
meet the following specification:
1. Bending stress in a brab bar or seat induced by the maximum bending moment from the
application 250 lbf (1112N) shall be less than the allowable stress for the material of the grab
bar or seat.
2. Shear stress induced in a grab bar or seat by the application of 2501bf (1112N) shall be less
than the allowable shear stress for the material of the grab bar or seat. If the connection
between the grab bar or seat and its mounting bracket or other support is considered to be
fully restrained, then direct and torsional shear stresses shall be totaled for the combined shear
stress, which shall not exceed the allowable shear stress.
3. Shear force induced in a fastener or mounting device from the application of 2501bf (1112N)
shall be less than the allowable lateral load of either the fastener or mounting device or the
supporting structure, whichever is the smaller allowable load.
4. Tensile force induced in a fastener by a direct tension force of 250 lbf (1112N) plus the
maximum moment from the application of 250 lbf (1112N) shall be less than the allowable
withdrawal load between the fastener and the supporting structure.
5. Grab bars shall not rotate within their fittings.
3.02 CLEANING
A. Remove all manufacturer's temporary labels or marks of identification. Clean and polish to
remove all oil, grease and foreign material. Leave accessories in a neat, orderly and clean
condition acceptable to the Architect.
End of Section
369/94 CC
WHEELCHAIR LIFTS
Section 14.420 Page 1
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. The general provisions of the Contract, including General Conditions and General Requirements
(Division 1), apply to the work specified in this section.
1.02 DESCRIPTION OF REQUIREMENTS
A. The Lift assembly includes driving machines, platforms, runway gates, access panels, guide rails,
drive system, buffers (if any necessary), signals, control systems, electrical wiring, and all devices
necessary to provide specified or Code -required performance operations, safety, or security of
complete lift assembly. Include self-supporting lift structure as indicated.
1.03 SUBMITTALS
A. Manufacturer's complete technical product data shall be submitted with installation instructions for
each item specified, indicating capacities, dimensions, performances, operations, safety features,
controls, finishes, and similar information.
B. Shop drawings shall be submitted showing plans, elevations, and details showing interfaces with
other work including loading on structure, together with indication of required clearances.
C. Samples of exposed finishes shall be submitted for platform, gates, runway, track, and control
devices: 3" x 6" or larger samples of sheet materials, and 10" - 12" lengths of running trim
members.
D. Three (3) bound maintenance manuals shall be submitted for each type of lift, with operating and
maintenance instructions, parts listing with sources indicated, recommended parts inventory listing,
emergency instructions, and similar information.
1.04 QUALITY ASSURANCE
A. The installer shall be either the lift manufacturer or an installer approved by the manufacturer.
B. Lift systems shall comply with local governing regulations and Part XX of ASME/ANSI A17.1,
"Safety Code for Elevators and Escalators", hereinafter referred to as the "Code".
C. Lift systems shall comply with the requirements of the Texas Accessibility Standards.
D. Manufacturer to supply recommendations and dimensional sketches in order to provide adequate
technical design support for Architects and Contractors. Manufacturer to provide specific
recommendations in regard to tolerance and maneuvering requirements for the vertical platform
lift upon request.
E. The lift manufacturer shall refer a team of carefully selected installers/distributors to assure that
each lift installation is done according to local and national building codes, with all the proper
permits and testing.
369/94 CC WHEELCHAIR LIFTS
Section 14.420 Page 2
1.05 INSTRUCTION AND MAINTENANCE
A. The Contractor shall Instruct Owner's personnel in proper operation and maintenance of lift.
Train Owner's personnel in procedures to follow in identifying sources of operational failures or
malfunctions.
B. Starting at date of Substantial Completion, provide full maintenance of units for a period of 12
months on a quarterly site visit/preventive maintenance basis. Correct operational imperfections
and restore or replace defective or deteriorated components and finishes. Use only genuine parts,
components, and supplies as used in the manufacture and installation of original equipment.
1.06 WARRANTY
A. Provide a one-year full service and parts warranty for all lift parts, including drive train issued by
the Manufacturer. Warranty period shall begin on the Date of Substantial Completion.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Subject to compliance with requirements, provide lifts by one of the following:
1. American Stair -Glide Corporation.
2. Cheney: The Cheney ,Company, Inc.
3. CVC Mobility, Inc.
4. Dover
5. Power accessibility Products, Inc.
6. G & T Manufacturing
7. Garaventa (Canada) Ltd.
8. Hiro Lift USA, Inc.
9. National Wheel-o-Vator Co., Inc.
10. Access Industries, Inc..
2.02 MATERIALS AND COMPONENTS
A. Provide manufacturer's standard preengineered lift systems as noted on the Drawings, that comply
with specified requirements. Provide manufacturer's products as indicated in published product
literature and as specified for complete lift systems.
B. Provide two (2) lift systems equivalent to Dover Accessibility Pro #305FA. Comply with a rated
capacity of 450 pounds, a rated speed of 30 ft. per minute, and a system control voltage of 24
VAC.
C. Provide one (1) lift system equivalent to the "EQUALIZER" "S" with optional round 1 1/2" tube
railing by G&T Manufacturing 17520 Lemon Street, Hesperia, CA #800/429-2838.
D. Rated load is 450 lbs.
E. The electrically powered wheelchair lift shall be self -driven and designed to allow the drive
mechanism with controller to be incorporated integrally within the lift frame. Lifts utilizing
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369/94 CC WHEELCHAIR LIFTS
�•. Section 14.420 Page 3
i
external drive mechanisms are not acceptable and will not meet the intent of this specification.
F. Platform: The platform shall have a width of 31 1/2" and a depth of 48". The loading ramps shall
be touch sensitive from two directions and be operable in both the folded and unfolded position.
Platform shall have non -slip surface and be equipped with a safety side barrier. Platform shall be
folded and unfolded electrically. Loading and unloading ramps shall be operational only in the
unfolded position and when the platform is at the landing level.
G. Guide System: An extruded aluminum guide rail system shall be utilized to support and guide the
lift assembly on "S" model.. The guide assembly shall incorporate a handrail on the upper section
and allow installation to adjacent wall (load bearing) or steel support posts fastened to the stairway
treads.
H. Parking: When not in use, the platforms are to be parked in a folded position at the upper and/or
lower landing if space permits.
I. Speed: 20ft./min. A "soft" start/stop and transition to be provided when entering/departing landing
zones.
J. Motor: 3/4 HP, 24 volt direct current motor.
K. Operating Controls: 24 volts, any voltages above 24 volts at the platform level are unacceptable.
I. On Platform: Provide key switch, emergency stop button and plug-in extension control for
attendant operation. Platform ramps, platform underside equipped with obstruction sensitive
cut-off safeties.
2. At Each Landing: Provide key switch, constant pressure platform call/send push-button
switches on all models. Constant pressure switches to fold and unfold platform on 305PF
model.
L. Overspeed Safety: Located on drive assembly containing mechanical overspeed sensor and safety,
with electrical drive cut-out protection.
M. Battery Charger: The battery charger shall be fully automatic and allow the charger to shut off
completely when the battery has reached a fully -charged condition The unit shall provide reverse
polarity protection and be capable of charging a battery with a los voltage condition (5 volts or
more). The battery case shall be high -impact thermoplastic and be equipped with status
indicators. Charger shall have labels showing UL And CSA approval.
N. Paint Color: Provide the Architect with 2 sets of manufacturer's standard colors from which finish
will be selected..
O. Provide the Owner with Basic Maintenance and Operation Manual must be provided.
P. On platform lift, provide unit with structural steel self-supporting framing that requires vertical -
load support only at base and lateral support only at landing levels.
Q. Furnish required concrete inserts and similar anchorage devices required for the installation of
structural members, guide rails, machines, and other components. Installation of such inserts and
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369/94 CC WHEELCHAIR__LIFFS
Section 14.420 Page 4
devices is specified in other divisions of the Specifications.
R. Provide key -operated switch at each control station that will permit "up" and "down" buttons to
become effective only when the key is in the "on" position. Controls shall comply with
requirements of ANSI A117.1 and ASME/ANSI A17.1/
S. Provide solid-state control system to greatest extent of availability, supplemented with
electromechanical equipment.
T. Provide terminal stopping system at each extreme of travel and adjust to maintain level tolerance
within 1/2 inch regardless of load size or'direction of travel.
U. Provide limit switches at both top and bottom extremes of travel.
V. Provide obstruction sensors to cut power and stop unit in the event of contact with foreign object
within pathway of travel. Comply with Code.
W. Provide'safety device to stop platform in event of overspeed condition or of breakage or
slackening of suspension of support means.
X. Provide means to manually lower platform in case of malfunction or power loss.
2.03 ' ELECTRICAL PROVISIONS
A. Electrical Contractor shall provide the routing of conduits and approved conductors from the
nearest available power supply, normally a breaker panel, to a location as specified by the lift
installer.
B. The complete electrical installation shall be installed in accordance with all National, State and
Local Codes, Ordinances and Regulations.
C. Power requirements to be 120 volt, single phase with 15 amp breaker.
D. All exposed ancillary conduits shall be painted to match surrounding floors, walls and ceilings.
2.04 MATERIALS AND FINISHES
A. Use formed steel units with manufacturer's standard baked synthetic enamel finish, colors to be
selected by the Architect.
2.05 SAFETY FEATURES
A. Emergency stop button designed to cut off all power to the unit.
B. Upper and lower limit switches with safety back-ups to cut power in the event of a switch failure
C. Push button, 5 -PIN KEY lick operated, constant pressure controls mounted either on the unit
platform and/or at call send control boxes.
D. Safety rads (self-closing), designed with locking devices, mechanical and electrical, allowing the
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369/94 CC
WHEELCHAIR LIFTS
Section 14.420 Page 5
4 ,
platform to ascend or descend only when the gate is closed and locked.
E. Automatic fold -up access ramp.
F. Upper tower breaker release to facilitate lowering of platform by use of manual lowering device as
a back up system.
G. ` Easy access manual lower device.
H. Low voltage 24c operating controls.
PART 3 EXECUTION
3.01 INSTALLATION
A. General: comply with manufacturer's instructions and recommendations for work required during
installation.
B. The lift installation shall be performed to all manufacturer's recommendations and architect's
approvals as well as in accordance with all state and local budding codes by representatives of the
manufacturer.
C. All the required permits will be obtained and the lift shall be installed in order to pass all required
inspections.
f
3.02 FIELD QUALITY CONTROL
A. Load the vertical lift unit to rated capacity and test for several cycles to insure proper operation.
No mechanical failures shall occur and no wear that would effect the reliability of the unit shall be
detected:
! 3.03 PROTECTION
F, A. Installer shall advise contractor of recommended protection facilities and procedures to prevent
damage and deterioration of completed work during remainder of construction period.
3.04 INSTRUCTIONS AND MAINTENANCE
A. Instruct Owner's personnel in proper use, operations and daily maintenance. Review emergency
P"provisions, including emergency access and procedures to be followed at time of failure in
operation and other building emergencies. Train Owner's personnel in normal procedures to be
followed in checking for sources of operational failures of malfunctions. Confer with Owner on
requirements for a complete maintenance program.
B. Continuing Maintenance: installer shall provide a continuing maintenanceosal ro to
the form of a standard yearly (or other period maintenance a p p Owner, u�
agreement, staring on date
construction contract maintenance requirements are concluded. State services, obligations
conditions and terms for agreement period and for renewal options.
4
End of Section
;1
369/94 CC SPECIAL CONDITIONS
Page 1
1.01 RELATED DOCUMENTS
A. The general provisions of the Contract, including General Conditions and General Requirements
(Division 1), apply to the work specified in this section.
1.02 SCOPE
A. The Special Conditions are to supplement the Uniform General Conditions and Supplementary
General Conditions, which are included as part of these Contract Documents.
1.03 PROJECT SITES
A. The project is located in the facilities indicated on the Drawings.
B. The Drawings and specifications describe the limits of work required by this Contract.
C. The grounds in the construction areas shall be protected from damage. The Contractor shall
take special care to ensure that no construction activities will interfere with any normal usage of
those areas. Any damage to those areas, beyond the construction limits, shall be repaired by the
Contractor to the Owner's satisfaction at no cost to the Owner.
D. Construction site access and parking will be as directed by the Architect.
E. All construction material storage shall be confined to the areas as indicated on the Drawings.
Under no circumstances shall any persons connected with the Work use any area outside this
limit for the purpose of fabricating or storing materials.
F. Before submitting a Proposal for this Work, each Bidder shall be held responsible to have
examined the premises to thoroughly determine the existing conditions that will in any manner
affect the Work under this Contract. No allowance shall be made subsequently in this
connection in behalf of the Contractor for any error or negligence on the Contractor's part, nor
for slight discrepancies on Drawings as to grades, slopes and elevations:
1.04 REFERENCE STANDARDS
A. All standards such as those issued by the American Society for Testing and Materials, American
Standards Association, Federal, Military, or General Services Administration Specifications which
are referred to in this Specification shall be considered as included herein by reference and
unless a date or other designation is given which establishes the date of publication, it shall be
that issue which is current at the time of bidding.
1.05 PERMITS, FEES, ETC.
A. The Contractor under each section of these Specifications shall arrange for a permit from the
local authority. Mechanical Subcontractor shall arrange for water, gas and sewer services. The
Electrical Subcontractor shall arrange for electrical services. If any charges are made by any of
the utility companies due to work in this project, respective Contractor shall pay these charges,
including charges for metering, connection, street cutting, etc. Each Contractor shall pay for any
inspection fees, other fees and charges required by ordinance, law, codes or these specifications.
369/94 CC SPECIAL CONDITIONS
�^ Page 2
1.06 LAWS, CODES, AND ORDINANCES
A. All work shall be executed in agreement with all national, state and local codes, ordinances, and
regulations governing the particular case of work involved, including utility company regulations.
The Contractor shall comply with all requirements of the following codes: (1) Each City or
County (2) Uniform Building Code, (3) Uniform Mechanical Code, (4) NFPA Bulletins, (5)
National Plumbing Code, (6) National Electrical Code, (7) All statutes of the State of Texas,
(8) All Federal Laws. Each Contractor shall be responsible for the final execution of the work
under each heading to suit those requirements. Where these specifications and the
accompanying drawings conflict with these requirements, the Contractor shall report the matter
to the Architect, shall prepare any supplemental drawings required illustrating how the work may
be installed to comply with these requirements, and on approval of the change by the Architect,
shall install the work in a satisfactory manner without additional cost to the Owner. On
completion of the work the Contractor shall obtain and deliver to the Owner a final certificate of
occupancy.
1.07 DRAWINGS AND SPECIFICATIONS
A. The Drawings and Specifications are untended to describe and provide for a finished and
complete piece of work, and all work must meet the requirements of all the applicable and
governing laws, ordinances, rules and regulations of the locality.
B. No extra compensation will be allowed for oversight of any such requirements, except by written
order issued by the Owner.
C. Clarification of all questions regarding Drawings or Specifications shall be requested of the
Architect. Failure to do so will not relieve the Contractor from responsibility to complete the
work to the Owner's satisfaction.'
1.08 INTERPRETATION OF DOCUMENTS
A. Bidders on the proposed project, having any doubt as to the meaning of any part of the
proposed contract documents, shall submit and deliver written requests for interpretation thereof
to the Architect ninety-six (96) hours prior to bid opening time. Interpretations shall then be
made by "Addenda" only, duly issued by the Architect.
1.09 ADDENDA
A. Any addenda issued in writing by the Architect during the period of bidding shall be covered in
the Proposal for Construction, and in closing the contract such addenda will become a part
thereof and modify these Specifications and/or the Drawings accordingly. Verbal changes in the
work as shown or described made during the time of bidding will not be binding.
1.10 COORDINATION
A. All Contractors, and Subcontractors on the project shall coordinate their work with each other,
advising on work schedules, equipment locations, etc.
B. The Architect shall be notified a minimum of 72 hours prior to any utility cutoff which would
affect the existing occupied facility.
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1.11 DELIVERY AND STORAGE OF MATERIALS .
A. Coordinate delivery with installation to minimize storage periods at the project site. Deliver in
manufacturer's unopened containers, bundles or packages, fully identified with manufacturer's
name, brand, type and grade.
1.12 MANUFACTURER'S RECOMMENDATIONS
A. All manufactured articles, materials and equipment shall be applied, installed, connected,
erected, secured, used, cleaned and put in operation as recommended, directed or specified by
the manufacturer, for the type of installation called for.
1.13 STANDARD ITEMS OF MANUFACTURE
A. Where standard items of manufacture are called for, but the Specifications or Drawings do not
specifically describe every feature of the standard item, it is the intent of this Contract that the
item shall be installed complete with every feature advertised by the manufacturer as being a
component of the item.
1.14 ENGINEERING AND LAYOUT
A. The Drawings have been developed from field checking of certain existing conditions by the
Architect. The Contractor shall verify all existing conditions and dimensions and report any
discrepancies to the Architect prior to proceeding with the layout. The Contractor shall then lay
out his own work, be responsible for all Tunes, elevations and dimensions of the building, grading,
paving, utilities and other work executed by him under the Contract. Exercise necessary
precaution .to verify figures shown on Drawings before laying out work. Contractor will be held
responsible for any error resulting from his failure to exercise such precaution. Contractor shall
employ an experienced and competent instrument man to pay out the structure and establish a
permanent and accessible bench mark from which grades may be established and checked from
time to time during progress of the work.
1.15 MEASUREMENTS
A. Before ordering any materials or doing any work, the Contractor shall verify all dimensions and
other conditions affecting his work at the site or at the building and shall be completely
responsible for the accuracy of the same. The Contractor shall be responsible for the proper fit
of completed work. No extra charges or compensation will be allowed on account of any
differences between the actual dimensions and conditions and those indicated on the Drawings.
Any difference which may be found shall be submitted to the Architect for consideration before
Proceeding with the work.
1.16 ACCEPTANCE OF SUBSTRATE
A. Each Subcontractor, Installer, Craftsman, trade, etc. shall examine all conditions of the substrate,
or supporting structure, affecting.their work. Notify the Contractor, in writing, of any conditions
detrimental to the proper and timely completion of the work. Do not proceed with the
installation until unsatisfactory conditions have been corrected in a manner acceptable to the
Installer.
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1.17 OWNER'S OCCUPANCY
A. The Owner will occupy all facilities during the course of the work.
1.18 OCCUPATIONAL SAFETY AND HEALTH ACT
A. Bidders shall review the Williams -Steiger Occupation Safety and Health Act of 1970 and all
subsequent revisions and amendments thereto and Rules and Regulations (hereinafter referred
to as OSHA) implementing the provisions of such Act prior to the submission of their proposals
to perform the Work to be accomplished under this Contract. Bidders shall, in preparing their
bid proposals, make adequate allowances for strict compliance with OSHA and any subsequent
utilization practices, materials, machinery, equipment, tools, fuels, sources of energy, sanitary
facilities, medical facilities, protective devices, fire protection and suppression systems and other
factors without limitation, affecting the safety and/or health of construction personnel, Owner's
representatives, OSHA inspectors, all others on or near the job site or the general public shall be
reviewed to determine whether or not they are in strict compliance with the requirements of
OSHA. Bidders shall, in addition, require each Subcontractor and Suppliers of materials,
equipment supplies and any other item required under this Contract to certify that all such items
are designed and constructed in accordance with the latest provisions of all applicable portions of
OSHA. The submission of the Bidder's proposal shall be tantamount to Bidder's acceptance of
the adequacy of Owner's Drawings and Specifications as related to the provisions of OSHA
unless Bidder submits in writing to the Owner with copy to the Architect ten (10) days prior to
the date on which bids are scheduled for submission, a list of exceptions to the requirements of
the Construction Documents, advising Owner of discrepancies between such requirements and
those of OSHA.
B. The successful Bidder shall, if a contract is awarded, maintain all necessary records, implement
all necessary procedures and in all things comply with all provisions of OSHA and revisions or
amendments thereto during the term of the Contract; and the Contractor likewise shall require
that all suppliers of materials, equipment, machinery, parts, supplies and the like follow the same
or similar practices in connection with the Work awarded under this Contract.
1.19 PROTECTION OF THE WORK
A. Whenever any part or all of the work is suspended for any reason whatsoever,
or
shall close up, cover, secure and protect all of the work liable to sustain injury or loss frmtany
cause.
B. When necessary to avoid delay or to protect work or the premises, provide suitable pumping
equipment and keep excavations, pits and other areas involved, free of water that may leak, seep
or rain in.
C. Provide and be responsible for all temporary shoring, required for executing and protecting new
and existing work, if any.
D. When necessary to avoid delay or to protect work or equipment, provide suitable watertight
coverings over windows, doors, hatchways and such other openings admitting rain.
E. Provide temperature and humidity conditions as required for installation or protection of the
r Work.
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F. Protect from weather, soiling and damage using handling equipment and storage techniques
recommended by manufacturer or as required.
1.20 REPAIR OF DAMAGE
A. Each Contractor shall be responsible for any loss or damage caused by the Contractor, the
Contractor's workmen, or 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.
1.21 GUARDRAILS AND BARRICADES
A. Provide guardrails, handrails and covers for floor, roof and wall openings and for stairways
installed or constructed by Contractor's forces.
B. If movement of these protective facilities is required fora Subcontractor to perform a portion of
the work, it will be the responsibility of that Subcontractor to give prior notification to the
Contractor and to replace the said protection in a satisfactory manner.
C. Provide all barricades required to protect all natural resources and site improvements.
1.22 STAIRS, LADDERS, HOISTS, ETC.
A. Provide temporary stairs, scaffolding and ladders :as may be required for the use of all workmen
and inspectors.
B. Install and operate such materials hoists as may be necessary to properly and expeditiously
perform the Work.
1.23 PROTECTION OF EXISTING FACILITIES
A. The Contractor shall take precaution to protect existing facilities and features within the
construction limits and along the access to the construction site. Any damage caused by the
Contractor shall be repaired immediately at the Contractor's expense.
1.24 REMOVAL OF DEBRIS
A. The Contractor shall remove from the site and dispose of all unused materials and debris created
by this construction. The Contractor shall keep the streets and construction area free of rubbish
and debris.
1.25 ASBESTOS -CONTAINING AND ENVIRONMENTALLY HAZARDOUS MATERIALS
A. There shall be no asbestos -containing or environmentally hazardous materials identified by
E.P.A. or O.S.H.A. used or installed in any category of work under this Contract.
1.26 COMPLIANCE WITH ADA AND TEXAS ACCESSIBILITY STANDARDS (TAS)
A. All work in this project shall comply with the Texas Accessibility Standards, Architectural
Barriers Act, Article 9102, Texas Civil Statutes, with an effective date of April 1, 1994. These
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Standards are based on the Americans With Disabilities Act Accessibility Guidelines (ADAAG)
and are supplemented with specific State requirements.
B. The General Contractor shall obtain a copy of TAS and maintain a copy at the site. Copies are
available from the office of the Secretary of State, P.O. Box 13824, Austin, Texas 78711-3824,
telephone 512/463-5561 for a cost of $10.00 each.
C. The General Contractor may delegate responsibility for conformance with TAS to
Subcontractors, but shall retain overall responsibility for compliance, including the following:
1. Dimensional Requirements: Provide all dimensional requirements shown on the Drawings or
specified for accessible routes, dimensional clearances, mounting heights, slopes, pitches,
changes in level and other similar requirements required by the documents and by the
referenced Standards for applicable work under this project.
2. Notification of Non -Conformity: Should field conditions prevent construction of accessible
features within the specified dimensional requirements, the General Contractor shall notify
the Architect of such discrepancy prior to any construction work. Failure to notify the
Architect will not relieve the General Contractor of the General Contractor's responsibility
under this Section. Work which is installed, completely or partially, and is found not to be in
compliance with the dimensional requirements specified, referenced, or shown, shall be
repaired and replaced to meet those requirements by the General Contractor at no additional
cost to the Owner.
I Coordination of Requirements with Subcontractors: The General Contractor shall ensure
that each of the Subcontractors is aware of the dimensional and other physical standards
required for the construction of the work, and shall coordinate such Subcontractors to ensure
compliance.
4. Coordination will be required in the following areas, as a minimum: drywall and plumbing;
drywall and carpentry for blocking, masons for grouting CMU for blocking, installation of
toilet accessories and partitions; electrical and HVAC control mounting heights, visual fire
alarm device mounting height, hardware installation; door manufacturer for hardware
templates; concrete formwork for exterior walks and ramps; casework; floor finish levels and
thresholds; mounting heights for equipment built into the work; interior and exterior signage
and gradients within accessible parking spaces.
5. The following elements of construction will receive special attention:
a. Door closing speed.
b. Door opening force.
C. Mounting height of light switches and controls.
d. Mounting height of electrical receptacles.
e. Sidewalks: No slope shall exceed 4.9% No cross pitch shall exceed 3/16" per foot.
REV 2/14/94
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01400-4
369/94 CC SPECIAL CONDITIONS
Page 7
f. Changes in Level: No change in level (vertical displacement) along an accessible route
is planned for this project.
g. Restrooms: A five foot diameter circle shall be capable of being inscribed in each
restroom, clear of all finished wall surfaces or other obstructions. The circle may
encroach a maximum of 6" under a wall mounted lavatory installed at the correct height.
h. Door Framing: Provide a minimum of 18" clearance on pull side of all doors, measured
from finished wall to edge of door. Provide a minimum of 12" clearance on push side of
all doors with door closers, measured from finished wall to edge of door.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
End of Section
REV 2/14/94 01400-4
SPECIAL CONDITIONS
NOTICE OF ACCEPTANCE
TO:
199The City of Lubbock, having considered the proposals submitted and opened on the day of
_, for work to be done and materials to be furnished in and for:
as set forth in detail in the Specifications, plans, and Contract Documents for such work for the City of Lubbock; it appearing that
Your proposal is fair, equitable and h the best interest of said City, please take notice that said proposal was accepted by the City
Council of the City of Lubbock on the day of 199_ at the bid price contained therein, subject to the
execution of and furnishing of all contract documents, bonds, certificates of insurance, and all other documents specified and
required to be executed and furnished under the contract documents. It will be necessary for you to execute and furnish to the City of
Lubbock all such documents within ten (10) days from your receipt of this Notice.
The five percent (5%) bid security, submitted with your proposal, will be returned upon the execution of such contract
documents and bonds within the above specified ten (10) day period. In the event you should fail to execute and furnish such
contract documents and bonds within the time limit specified, said bid security will be retained by the City of Lubbock.
CITY OF LUBBOCK
Owner's Representative