HomeMy WebLinkAboutResolution - 3239 - Contract - Pharr & Company - Nurses Station Renovation, Health Department - 10/24/1989HW: js
RESOLUTION
Resolution # 3239
BID #10354
October 24, 1989
Item #27
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 by
and between the City of Lubbock and Pharr & Company for renovation of the
nurses station at the Health Department, attached herewith, 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 24th
ATTEST:
Kanexte--soya, city secre¢ary
-APPROV AS TO CO NT:
Gene ads, P chasing Manager
APPROVED AS TO FORM:
Wold Willard, Assistant City
Attorney
day of October , 1989.
B C. eMcMINN, MAYOR
CITY OF LUBBOCK
MEMO
DATE: November 10, 1989
TO: Mayor B. C. McMinn
FROM: Andrea Gaitan, Purchasing Secretary
SUBJECT: Contract for Bid No. 10354 - Renovation of Nurses
Station at Health Department
The above contract was not submitted to us in time for the
City Council Meeting due to contractor's unanticipated
difficulties in obtaining the necessary performance and payment
bonds and insurance certificate.
SINCERELY,
Andrea Gaitan
Purchasing Secretary
CITY OF LUBBOCK
SPECIFICATIONS
FOR
RENOVATION OF NURSES STATION
BID # 10354
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CITY OF LUBBOCK
Lubbock, Texas
MAILED TO VENDOR: 9-18-89
CLOSE: 9-26-89; 2:00 p.m.
NEW CLOSING DATE: 10-10-89;
2:00 p.m.
BID # 10354
ADDENDUM # 1
PLEASE NOTE THE FOLLOWING:
1. Please change closing from September 26, 1989 at 2:00
o'clock p.m. to October 10, 1989 at 2:00 o'clock p.m.
2. Pre-bid Conference has been re -scheduled to September 26,
1989 at 10:00 o'clock a.m., Health Department Conference
Room, Health Department, 1902 Texas Avenue.
THANK YOU,
GENE EADS, C.P.M.
PURCHASING MANAGER
PLEASE RETURN ONE COPY WITH YOUR BID
a
MAILED TO VENDOR: 9-29-89
CLOSE: 10-10-89; 2:00 p.m.
BID # 10354
ADDENDUM # 2
PLEASE NOTE THE FOLLOWING:
1. The duct sizes shown on the plan are dimensioned inside the
insulation.
2. The return air fire dampers will be 8" x 101' each.
3. The south wall, of the renovation, will be a free standing
metal stud wall with 3.5/8" gypsum board on each side and
batt insulation. This will be in lieu of 7/8" metal furring
and 5/8" gypsum board on the existing masonry wall.
4. Specification Section 09260 2.01 B. Change the stud gage
from 25 ga. to 20 ga.
5. The existing plumbing running east and west tied to the new
lavatory sewer is 120-0" further south than shows on the
Plumbing Plan. Make note of the different location.
THANK YOU,
CITY OF LUBBOCK
PURCHASING OFFICE
'„ PLEASE RETURN ONE COPY WITH YOUR BID
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CITY OF LUBBOCK
SPECIFICATIONS
for
TITLE: RENOVATION OF NURSES STATION
ADDRESS: 1902 TEXAS AVENUE
BID NUMBER: 10354
PROJECT NUMBER: 3113-599214-0001
CONTRACT PREPARED BY: Purchasing Department
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INDEX
PAGE
1.
NOTICE TO BIDDERS..........................................................................................3
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2.
GENERAL INSTRUCTIONS TO BIDDERS............................................................................4
3.
BID PROPOSAL - BID FOR LUMP SUM CONTRACTS.................................................................10
pm
4.
PAYMENT BOND..............................................................................................13
pm
5.
PERFORMANCE BOND ................ .....16
6.
CERTIFICATE OF INSURANCE..................................................................................19
7.
CONTRACT..................................................................................................21
8.
GENERAL CONDITIONS OF THE AGREEMENT.......................................................................23
7
9
9.
CURRENT WAGE DETERMINATIONS........................................................ 41
10.
SPECIFICATIONS............................................................................................42
11.
SPECIAL CONDITIONS........................................................................................43
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12.
NOTICE OF ACCEPTANCE......................................................................................45
pm
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NOTICE TO BIDDERS
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NOTICE TO BIDDERS
BID # 10354
Seated -proposals addressed to Gene Eads,C.P.M., Purchasing Manager, City of Lubbock, Texas, will be
P„ received at the office of the Purchasing Manager, 1625 13th St., Room L-04, Lubbock, Texas, 79401, until
2:00 o'clock p.m. on the 26th day of September, 1989, 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:
RENOVATION OF NURSES STATION, CITY OF LUBBOCK HEALTH DEPARTMENT
r. After the expiration of the time and date above first written, said sealed proposals will be opened
by the Purchasing Manager 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 Gene
Eads, Purchasing Manager for the City of Lubbock, prior to the expiration of the date above first written.
The City Council will consider the bids on the 12th day of October, 1989, at Municipal Bldg.,
t" Lubbock, Texas, or as soon thereafter as may be reasonably convenient, subject to the right to reject any or
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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 alt 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, Texas.
Attention of each bidder is particularly called to the schedule of general prevailing rate of per
diem wages included in the contract documents on file in the office of the Purchasing Manager of the City of
Lubbock, -which document is specifically referred to in this notice to bidders. Each bidder's attention is
further directed to provision of Article 5159a, Vernon's Ann. Civil St., and the requirements contained
therein concerning the above wage scale and payment by the contractor of the prevailing rates of wages as
heretofore established by owner in said wage scale.
The City of Lubbock hereby notifies all bidders that in regard to any contract entered into pursuant
to this advertisement, minority and women business enterprises will be afforded equal opportunities to _
submit bids in response to this invitation and will not be discriminated against on the grounds of race,
color, sex, or national origin in consideration for an award.
There will be a pre-bid conference on _18th day of September. 1989, at 10:00 o'clock a.m., Health -"
Department Conference Room, Health Department, 1902 Texas Avenue.
CITY OF LUBBOCK
BY: Gene Eads, C.P.M.
Purchasing Manager
ADVERTISEMENT FOR BIDS
BID # 10354
Sealed proposals addressed to Gene Eads, C.P.M., Purchasing Manager, City of Lubbock, Texas, will be
received at the office of the Purchasing Manager, Municipal Building, 1625 13th Street, Room L-04, Lubbock,
Texas, 79401 until 2:00 o'clock D.m. on the 26th day of September. 1989, or as changed by the issuance of
format addenda to all planholders, to furnish all labor and materials and perform all work for the
construction of the following described project:
RENOVATION OF NURSES STATION, CITY OF LUBBOCK HEALTH DEPARTMENT
After the expiration of the time and date above first written, said sealed proposals will be opened
by the Purchasing Manager at his office and publicly read aloud.
The plans, specifications, proposal 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 not be discriminated against on the grounds of race,
color, sex, or national origin in -consideration for an award.
There will be a prebid conference on 18th day of September, 1989, at 10:00 o'clock a.m., Health
Department Conference Room, Health Department, 1902 Texas Avenue.
BY: Gene Eads, C.P.M.
PURCHASING MANAGER
0
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Pk
Poe GENERAL INSTRUCTIONS TO BIDDERS
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POO
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GENERAL INSTRUCTIONS TO BIDDERS
1. SCOPE OF WORK
The work to be done under the contract documents shall consist of the following:
Renovation of nurses station at.City of Lubbock health department.
The contractor shall furnish all labor, superintendence, machinery, equipment and all materials necessary to
complete this project in accordance with contract documents.
2. CONTRACT DOCUMENTS
All work covered by this contract shall be done in accordance with contract documents described in the Gen-
eral Conditions.
All bidders shall be thoroughly familiar with all of the requirements set forth on the contract documents
for the construction of this project and shall be responsible for the satisfactory completion of all work
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contemplated by said contract documents.
3. PLANS FOR USE BY BIDDERS
It is the intent of the City of Lubbock that all parties with an interest in submitting a bid on the project
covered by the contract documents be given a reasonable opportunity to examine the documents and prepare a
bid without charge of forfeiture of deposit. The contract documents, may be examined without charge as
noted in the Notice to Bidders.
4. TIME AND ORDER FOR COMPLETION
The construction covered by the contract documents shall be fully completed within 60 (SIXTY) 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 sub-
mitted, the City may direct the Contractor to take such action as the City deems necessary to insure comple-
tion of the project within the time specified.
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.
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T. MATERIALS AND WORKMANSHIP
The intent of these contract documents is that only materials and workmanship of the best quality and grade
will be furnished. The fact that the specifications may fail to be sufficiently complete in some detail
will not relieve the Contractor of full responsibility for providing materials of high quality and for pro-
tecting 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 provi-
sion. 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.
8. GUARANTEES
All equipment and materials incorporated in the project and all construction shall be guaranteed against de-
fective 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 di-
rectly to the Contractor. The Contractor shall then distribute copies of plans and specifications to sup-
pliers, subcontractors or others, as required for proper prosecution of the work contemplated by the Con-
tractor.
10. PROTECTION OF THE WORK
The Contractor shall be responsible for the care, preservation, conservation, and protection of all materi-
als, supplies, machinery, equipment, tools, apparatus, accessories, facilities, and all means of construc-
tion, 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 re-
serves 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 Sates, Excise and Use Tax Act.
The Contractor must obtain a limited sales, excise and use tax permit which shall enable him to buy the ma-
terials to be incorporated into the work without paying the tax at the time of purchase.
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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 a way as to exercise due care to locate and prevent damage to alt underground pipelines, utility lines,
conduits or other underground structures which might or could be damaged by Contractor during the construc-
tion of the project contemplated by these contract documents. The City of Lubbock agrees that it will fur-
nish Contractor the location of all such underground lines and utilities of which it has knowledge. How-
ever, such fact shall not relieve the Contractor of his responsibilities aforementioned. All such under-
ground lines or structures cut or damaged by Contractor during the prosecution of the work contemplated by
this contract shalt 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 sig-
nals, 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 re-
placed by Contractor at his own cost and expense. The Contractor's responsibility for maintenance of barri-
cades, signs, and tights shalt 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. in all cases where written permission is obtained for the use of explosives, the Contractor
shall assume.futt responsibility for all damage which may occur as a direct or indirect result of the blast-
ing. In addition, in all cases where explosives are authorized to be used, the Contractor shall use utmost
care so as not to endanger life or property and the Contractor shall further use only such methods as are
currently utilized by persons, firms, or corporations engaged in similar type of construction activity.
Explosive materials shall not be stored or kept at the construction site by the Contractor.
In all cases where explosives are to be used during the construction of the project contemplated by this
contract, it shall be the duty of the Contractor to notify each utility company having structures (above or
below the ground) in proximity to the site of the work of Contractor's intention to use explosives, and such
notice shall be given sufficiently in advance to enable the companies to take such steps as they may deem
necessary to protect their property from injury. Such notice, however, shall not relieve the Contractor of
responsibility for any damage resulting from his blasting operations.
15. CONTRACTOR'S REPRESENTATIVE
The successful bidder shall be required to have a responsible local representative available at all times
r" white 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.
16. INSURANCE
The Contractor shalt not commence work under this contract until he has obtained all insurance as required
r� in the General Conditions of the contract documents, from an underwriter authorized to do business in the
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State of Texas and satisfactory to the City. Proof of coverage shalt be furnished to the City and written
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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 subroga-
tion.
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 paid on this project shalt not be less
than specified in the schedule of general prevailing rates of per diem wages as above mentioned. The
bidders' attention is further directed to the requirements of Article 5159a, Vernon's Annotated Civil
Statutes providing for the payment of the wage schedules above mentioned and the bidder's obligations there-
under. The inclusion of the schedule of general prevailing rate of per diem wages in these contract docu-
ments does not release the Contractor from compliance with any wage law that may be applicable. Construc-
tion work under this contract requiring an inspector will not be performed on weekends or holidays unless
the following conditions exist:
(1) The project being constructed is essential to the City of Lubbock's ability to.provide the necessary
service to its citizens.
(2) Delays in construction are due to factors outside the control of the Contractor. The Contractor is
approaching the penalty provisions of the contract and Contractor can show he has made a diligent
effort to complete the contract within the allotted time.
Before construction work requiring an inspector is to.be performed on weekends or holidays, the Contractor
must notify the Owner's Representative not less than three full working days prior to the weekend or holiday
he desires to do work and obtain written permission from the Owner's Representative to do such work. The
final decision on whether to allow construction work requiring an inspector on weekends or holidays will be
made by the Owner's Representative.
In any event, if a condition should occur or arise at the site of this project or from the work being done
under this contract which is hazardous or dangerous to property or life, the Contractor shall immediately
commence work, regardless of the day of the week or the time of day, to correct or alleviate such condition
so that it is no longer dangerous to property or life.
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 deduc-
tions (except as shown) have been made, or will in the future be made from the wages paid as shown thereon.
The Contractor must classify employees according to one of the classifications set forth in the schedule of
general prevailing rate of per diem wages, which schedule is included in the contract documents.
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The Contractor shall forfeit as a penalty to the City of Lubbock on whose behalf this contract is made, ten
r 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 any conditions which provide for changes in the stated bid price due to in-
creases or decreases in the cost of materials, labor or other items required for the project will be re-
jected 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, dis-
I tinctly 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 shalt govern. If the proposal is submitted by an indi-
vidual, 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
shalt 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).
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.
21. BOUND COPY OF CONTRACT DOCUMENTS
Bidder understands and agrees that the contract to be executed by bidder shall be bound and include the fol -
towing:
(a) Notice to Bidders.
(b) General Instructions to Bidders.
(c) Bidder's Proposal.
(d) Statutory Bond (if required).
(e) Contract Agreement.
(f) General Conditions.
(g) Special Conditions (if any).
(h) Specifications.
(i) Insurance Certificates.
(j) 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.
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BIO PROPOSAL
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r•. PLACE 1 iihhnrk. Texas
DATE October 10, 1989
BID PROPOSAL
BID FOR LUMP SUM CONTRACTS
PROJECT N0.3113-599214-0001
PHARR CONSTRUCTION CO., INC. d/b/a
Proposal of PHARR & COMPANY (hereinafter called Bidder)
To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner)
Gentlemen:
The Bidder, in compliance with your invitation for bids for the construction of a
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RENOVA110W OE NURSES STATION — BID 910354
having carefully examined the plans, specifications, instructions to bidders, notice to bidders and all other
re-lated contract documents and the site of the proposed work, and being familiar with all of the conditions surround -
Ing 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,
specifica-tions 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, of which this proposal is to be
a part, is as follows:
r BID: (=a� 130.00)
Amount shall sh wn in both words and figures. In case of discrepancy, the amount shown in words shalt 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 60 (SIXTY) 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 $50.00 (Fifty dollars) for each consecutive calendar day in excess of
the time set forth hereinabove for completion of this project, all as more fully set forth in the general conditions
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of the contract documents.
Bidder understands and agrees that this bid proposal shall be completed and submitted in accordance with in-
struction number 20 of the General Instructions to Bidders.
Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in
the bidding.
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The Bidder agrees that this bid shad be good and may not be withdrawn for a period of thirty (30) calendar
days after the scheduled closing time for receiving bids.
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The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined
the plans, specifications and contract documents pertaining to the work covered by this bid, and he further agrees
to commence work on or before the date specified in the written notice to proceed, and to substantially complete the
work on which he has bid; as provided in the contract documents.
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Enctosed with this proposal is a Cashierss Check or Certified Check for
Dottars (s ) or a Proposal Bond in the sum of 5% of Total Amount Bid Dollars ($_ S%
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 any) with the Owner within ten (10) days after the date of receipt of written notification of acceptance of said
proposat; otherwise, said check or bond shall be returned to the undersigned upon demand.
Bidder understands and agrees that the contract to be executed by Bidder shall be bound and include alt con-
tract documents made available to him for his inspection in accordance with the Notice to Bidders.
PH RR & COMPANY
la Contra or
'4 `1 BY: PiMA R. .
arr
'-► Pres dent
(Seat if Bidder is a Corporation)
ATT ST:
Secr ary
The"Trinkty
'Corn anies
.�r.
r- Dallas, Texas
Trinity Universal Insurance Co.
Security National Insurance Co.
Trinity Universal Insurance Co.
of Kansas, Inc.
KNOW ALL MEN BY THESE PRESENTS, that we
as Principal, hereinafter called the Principal, and
BID BOND
BOND CHECK
BEST RATING If
LICENSED IN TEXAS
DATE//_ 9-jt9 8Y
Pharr Construction Co., Inc.
dba Pharr & Com;:)any
Security National Insurance Company
,as
Surety, hereinafter called the Surety, are held and firmly bound unto City of Lubbock
as Obligee, hereinafter called the Obligee, in the sum of
Five percent (5%) of the greatest amount bid Dollars ($ ), for the
payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs,
executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal has submitted a bid for Renovations for Nurses Station Bid #10354
NOW THEREFORE, if the contract be timely awarded to the Principal and the Principal shall within such time as specified
in the bid, enter into a contract in writing and give bond with good and sufficient surety, or, in the event of the failure of the
Principal to enter into such Contract and give such bond or bonds; if the Principal shall pay to the Obligee the difference not
to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may
in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and. void,
otherwise to remain in full force and effect.
PROVIDED, HOWEVER, neither Principal nor Surety shall be bound hereunder unless Obligee prior to execution of the
final contract shall furnish evidence of financing in a manner and form acceptable to Principal and Surety that financing has
been firmly committed to cover the entire cost of the project.
Signed and sealed this 10th day of October ,19 Aq
Pharr Construction Co., Inc.
"f � � LF0 By:
(Witness)
%,P t 4e+ iso••• t ••••��• '7 `eioif�,o4
�sEgs EAL:
S618(5/87)
J i mmy R. a r r (Seat)
President/
(Title)
Security_ National Insuranca Company
Surety - , l
in -Fact)
Mary J. Hartsfielc°mey-/
r
TheTrinity
VCam anies
Dallas. Texas 75201
LIMITED POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS:
That TRINITY UNIVERSAL INSURANCE COMPANY and SECURITY NATIONAL INSURANCE COMPANY,
each a Texas Corporation and TRINITY UNIVERSAL INSURANCE COMPANY OF KANSAS, INC., a
Kansas Corporation do hereby appoint
FREDERICK G. WISBY, BARBARA K. WISBY, or MARY J. HARTSFIELD - LUBBOCK, TEXAS
Its true and lawful Attorneys) -in -Fact, with full authority to execute on its behalf fidelity and surety bonds
or undertakings and other documents of a similar character issued in the course of its business, and to
bind the respective company thereby.
EXCEPT NO AUTHORITY IS GRANTED FOR:
1. Open Penalty bonds.
2. Bonds where Attorney(s) -in-Fact appear as a party at interest.
IN WITNESS WHEREOF, TRINITY UNIVERSAL INSURANCE COMPANY, SECURITY NATIONAL IN-
SURANCE COMPANY and TRINITY UNIVERSAL INSURANCE COMPANY OF KANSAS, INC., have each
executed and attested these presents
this 29TH day of NOVEMBER 1988
E ARY-VICE PRES. JAMES G, D M'ERT. PRESIQENT
AUTHORITY FOR POWER OF ATTORNEY
That TRINITY UNIVERSAL INSURANCE COMPANY and SECURITY NATIONAL INSURANCE COMPANY,
each a Texas Corporation and TRINITY UNIVERSAL INSURANCE COMPANY OF KANSAS, INC., a Kansas
Corporation, in pursuance of authority granted by that certain resolution adopted by their respective Board of
Directors on the lst day of March, 1976 and of which the following is a true, full, and complete copy:
"RESOLVED, That the President, any Vice -President, or any Secretary of each of these Companies be and
they are hereby authorized and empowered to make, execute, and deliver in behalf of these Companies
unto such person or persons residing within the United States of America, as they may select, its Power
of Attorney constituting and appointing each such person its Attorney-in-Foct, with full power and author-
ity to make, execute and deliver, for it, in its name and in its behalf, as surety, any particular bond or
undertaking that may be required in the specified territory, under such limitations and restrictions, both
as to nature of such bonds or undertaking and as to limits of liability to be undertaken by these Companies,
as said Officers may deem proper, the nature of such bonds or undertakings and the limits of liability to
which such Powers of Attorney may be restricted, to be in each instance specified in such Power of
Attorney.
RESOLVED, That any and all Attorneys -in - Fact and Officers of the Companies, including Assistant Secre-
taries, whether or not the Secretary is absent, be and are hereby authorized and empowered to certify or
verify copies of the By -Laws of these Companies as well as any resolution of the Directors, having to do
with the execution of bonds, recognizances, contracts of indemnity, and all other writings obligatory in the
nature thereof, or with regard to the powers of any of the officers of these Companies or of Attorneys -in -
Fact.
RESOLVED, That the signature of any of the persons described in the foregoing resolution may be fac-
simile signatures as fixed or reproduced by any form of typing, printing, stamping or other reproduction of
the names of the persons hereinabove authorized."
CERTIFICATION OF POWER ATTORNEY
I, Judith E. Fagan, Corp. Secretary of TRINITY UNIVERSAL INSURANCE COMPANY, SECURITY NATIONAL
INSURANCE COMPANY and TRINITY UNIVERSAL INSURANCE COMPANY OF KANSAS, INC. do hereby
certify that the foregoing Resolution of the Boards of Directors of these Corporations, and the Power
Attorney issued pursuant thereto, are true and correct and are still in full force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of each Corporation
this 0th day of October 19 89
ps�'L INS`q y,(.1
dx7gro .. .}� ��bJ
%
a SEALj gEA
mill
AL4-51
UDITH E. FAGAN,CORP.SECRETARY
mumn m
i
(This page left blank intentionally)
. 0
The"Trinkty
C
Dallas. Texas 75201
Trinity Universal Insurance Co,
Security National Insurance Co.
Trinity Universal Insurance Co.
of Kansas, Inc.
TEXAS STATUTORY PAYMENT BOND
BONDOW
BEST
IN 1
DATE✓6'(
KNOW ALL MEN BY THESE PRESENTS, That Pharr Construction Co.,Inc. dba
Pharr & Company, P. 0. Box 2791, Lubbock, Texas 79408
I••
(Hereinafter called the Principal) as Principal
•` and - Security National Insurance Company
Dallas, Texas, (Hereinafter called the Surety), as Surety are held and firmly bound unto City of
'~" -Lubbock, P. 0. Box 2000, Lubbock, Texas 79457
(Hereinafter called the Obligee), in the amount of
Twenty nine thousand one hundred thirty dollars and no/100 (Dollars)
pw ($ 29,130.00 ) for the payment whereof, the said Principal and Surety bind themselves, and
their heirs, administrators, executors, successors, and assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the24th
P= day of October 19 89 to c1n rPnnvatinn of nnrgpg et -At -inn at-, Hcnalt-h lk—part-mpn
�- which contract is hereby referred to and made a part hereof as fully and to the some extent as if copied at
.length herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if the said Principal
PM shall pay all claimants supplying labor and material to him or a subcontractor in the prosecution of the work
provided for in said contract, then, this obligation shall be void; otherwise to remain in full force and effect;
PROVIDED, HOWEVER, That this bond is executed pursuant to the provisions of Article 5160 of the
PM Revised Civil Statutes of Texas as amended by Acts of the 56th Legislature, Regular Session, 1959, and all
liabilities on this bond shall be determined in accordance with the provisions of said Article to the some
extent as if it were copied at length herein.
IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this -30th
day of October 19 89 .
,
Pha Construction Co.,Inc.
m will arr & Company
P5}LINS`9 •c"µ_Ns .y .•''.M",c' ( RIN IPI%LI
�SEBL g ':SEAL; =ySEALq curlty lona
surance
w
ems+ mum+ uIIIm+ S-3562 By:
AT TORN EY -IN- 6ACT MAV.%? ,T. AA Qfl al
INSURANCETRINYFY UNIVERSAL
TftTCOMPANIES
►lut. A,
PM
0
Za
POWER OF ATTORNEY -
KNOW ALL MEN BY THESE PRESENTS:
PZ"
That TRINITY UNIVERSAL INSURANCE COMPANY and SECURITY NATIONAL INSURANCE COMPANY, each a Texas ,
Corporation, and TRINITY UNIVERSAL INSURANCE COMPANY OF KANSAS, INC., a Kansas Corporation, do hereby appoint —
P=
--
FREDERICK G. WISBY, BARBARA K. WISBY, or MARY J. HARTSFIELD # 'LUBBOCK, TEXAS -
PM .
its true and lawful Attomey(s)-in-Fact, with full authority to execute on its behalf fidelity and surety' bonds, endorsements or '
t� Z Z
amendments thereto, issued in the course of its business, and to bind the respective company thereby.
w
EXCEPT NO AUTHORITY IS GRANTED FOR:
¢Z
1. Open Penalty bonds. s+�
FOR ? f
_ _ 2. Bonds where Attorneys) -in -Fact appear as a party at interest. a�" ', '
CC Z
IN WITNESS WHEREOF, TRINITY UNIVERSAL INSURANCE COMPANY, SECURITY NATIONAL INSURANCE COMPANY and
W
TRINITY UNIVERSAL INSURANCE COMPANY OF KANSAS, INC., have each executed and attested these presents
.a.Cc
n.
.. ~O ~O
*6%
,
tha9TH_ day of ��ryz 1
ZZ
cl)�
0
* R.
JUDITH E. FAGAN, CORP. SECRETARY -SR. VICE PRIES. ,... JAMES G. DRAWERT, PRESIDENT
ZZ
AUTHORITY FOR POWER OF ATTORNEY
` Q
That TRINITY UNIVERSAL INSURANCE COMPANY and SECURITY NATIONAL INSURANCE COMPANY, each a Texas
ZW
Corporation and TRINITY UNIVERSAL INSURANCE COMPANY OF KANSAS, INC., a Kansas Corporation, in pursuance_ of
Q Z
authority granted by that certain resolution adopted by their, respective Board of Directors on the 1st day of March, 1976 and
Z—
rn�
of which the following is a true, full, and complete co _
9 P PY,�
�cZZ COn<
"RESOLVED, That the President, anyl/ice-President, or any Secretary of each of these Companies be and they are hereby —
�aC
!" Q
authorized and empowered, to -make, execute, ond.deliyer in behalf of these Companies unto such person or persons
LL >
residing within the United States of America, as,they ,may select, its Power of Attorney constituting and appointing each such
Z
person its Attorney -in -Fact, with full power and authority to make, execute and deliver, for it, in its name and in its behalf, as
' �J :D
surety, any particular bond or undertaking that may be required in the specified territory, under such limitations and restric-
tions, both as to nature such bonds to limits liability be
cc
of or undertakingand as of to undertaken b these Com
y y ponies, as said
r•. :, Z
Officers may deem proper, the nature of such bonds or undertakings and the limits of liability to which such Powers of
pC
Attorney may be restricted, to be in each instance specified in such Power of Attorney.
" tL ~
RESOLVED, That any and all Attorneys -in -Fact and Officers of the Companies, including Assistant Secretaries, whether or not
O
the Secretary is absent, be and are hereby authorized and empowered to certify or verify copies of the By -Laws of these
M Z
Companies as well as any resolution of the Directors, having to do with the execution of bonds, recognizances, contracts of
W Fc
indemnity, and all other writing obligatory in the nature thereof, or with regard to the powers of any of the officers of these
a
�
Companies or of Attorneys -in -Fact.
C
RESOLVED, That the signature of any of the persons described in the foregoing resolution may be facsimile signatures as fixed
JQ
or reproduced by any form of typing, printing, stamping or other reproduction of the names of the persons hereinabove
Oauthorized."
Qa
CERTIFICATION OF POWER ATTORNEY
PM
0
Za
y W
A
Na:
_ W
P=
PM .
I, the undersigned, Corp. Secretary of Trinity Universal Insurance Company, Security National Insurance Company and Trinity
Universal Insurance Company of Kansas, Inc., do hereby certify that the foregoing and attached power of attorney, WHICH
MUST CONTAIN A VALIDATING STATEMENT PRINTED IN THE MARGIN HEREOF IN RED INK, WITH A RED DIAGONAL
IMPRINT — TRINITY UNIVERSAL INSURANCE — PRESENT IN ITS ENTIRETY, remains in full force and has not been
revoked; and furthermore that the resolution of the Board of Directors set forth in this power of attorney is still in full force and
effect.
IN WITNESS WHEREOF, I hove hereunto set my hand and affixed the facsimile seal of each Corporation.
I
Ott! 30th day of October t9 89
W'tl INS a�O:�74�
SE J3S .:SEAL s SEAL I `
*� �F JUDITH E. FAGAN CORP. SECRETARY
w
NOTE: IF YOU HAVE ANY QUESTIONS REGARDING THE VALIDITY OR WORDING OF THIS POWER OF ATTORNEY CALL
214-360-8501 OR WRITE US AT PO. BOX 655028, DALLAS, TX 75265.5028.
e-3894 (5119)
r
pm
��
PERFORMANCE BOND
-16-
(This page left blank intentionally)
TheTrinkty Trinity
Universal Insurance Co.
Comnanies
Security National Insurance Co.
Trinity Universal Insurance Co. DO NOT USE FOR
W
of Kansas. Inc. PRIVATE CONTRACTS
Dallas, Texas 75201 TEXAS STATUTORY PERFORMANCE BOND
(PUBLIC WORKS)
.�• KNOW ALL MEN BY THESE PRESENTS, That Pharr Construction Co.,Inc. dba
Pharr & Company , P. 0. Box 2791, Lubbock, Texas 79408
OWN
(Hereinafter called the Principal), as Principal,
and Security National Insurance Company
Dallas, Texas, (Hereinafter called the Surety) as Surety are held and firmly bound unto City of
POM Lubbock, P. 0. Box 2000, Lubbock, Texas 79457
(Hereinafter called the Obligee,) in the amount of
Twenty nine thousand one hundred thirty dollars and no/100--- (Dollars)
` ($ 29,130.00 ) for the payment whereof, the said Principal and Surety bind themselves, and
•� their heirs, administrators, executors, successors, and assigns, jointly and severally, firmly by these presents.
■- WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 24th
` day of October ,19 89 ,to do renovation of nurses station at Health Department
Poo
k which contract is hereby referred to and made a part hereof as fully and to the some extent as if copied at
*„ length herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if the said Principal
shall faithfully perform the work in accordance with the plans, specifications and contract documents, then
this obligation shall be void; otherwise to remain in full force and effect.
PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Article 5160, Chapter
4 of Vernon's Revised Civi I Statues of Texas as amended by Acts of the Regular Session of the 56th Legislature,
1959, and all liabilities on this bond shall be determined in accordance with the provisions of said Article to
the some extent as if it were copied at length herein.
IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this 30th
A
E day of October_, 19 89 .
Pharr Construction Co.,Inc.
dba y4arr & Company
., Sq., INS w� :::'•o,.• ^ �aurc.
p q o... •.. • .r;;� c ;eVcuri
AL1
iff * �y� fie:• * � �� ��� ♦:Q .
!^ �J Eai1s
.:c to ;:SEAL=
�r tional Insurance Company
PM
/c lf�.cl
By.
S-3361 (1/97) ATTORNEY—IN AG / Mary J. artsfield
TRIIwr Y UNIVERSAL
INSURANCECOMPANIES
It>iAU.ns TFJM
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS:
That TRINITY UNIVERSAL INSURANCE COMPANY and SECURITY NATIONAL INSURANCE COMPANY, each a Texas
Corporation, and TRINITY UNIVERSAL INSURANCE COMPANY OF KANSAS, INC., a Kansas Corporation, do hereby appoint _
FREDERICK G. WISBY, BARBARA K. WISBY, or MARY J. HARTSFIELD LUBBOCK, TEXAS
Qits true and lawful Attorney(s)-in-Fact, with full authority to execute on its behalf fidelity and surety bonds, endorsements or
F -
ZZ amendments thereto, issued in the course of its business, and to bind the respective company thereby.
0 EXCEPT NO AUTHORITY IS GRANTED FOR: `y
oWC Z
1. Open Penalty bonds. i 4,� j,11 �,.
_
2. Bonds where Attomey(s)-in-Fact appear as op arty at interest.cc
Z IN WITNESS WHEREOF, TRINITY UNIVERSAL INSURANCE COMPANY, SECURITY NATIONAL INSURANCE COMPANY and
LU
w TRINITY UNIVERSAL INSURANCE COMPANY OF KANSAS, INC., have each executed and attested these presents
(LQ
�� th9TH day of a u 1dRA
ZZ >Y
COCO Q=A�
tj
JUDITH E FAGAN, CORP. SECRETARY -SR. VICE PRES. JAMES G. DRAWERT, PRESIDENT
AUTHORITY FOR POWER OF ATTORNEY
W < That TRINITY UNIVERSAL INSURANCE COMPANY and SECURITY NATIONAL INSURANCE COMPANY, each a Texas
Z W D Corporation and TRINITY UNIVERSAL INSURANCE COMPANY OF KANSAS, INC., a Kansas Corporation, in pursuance of
.!R z authority granted by that certain resolution adopted by their respective` Board of Directors on the 1st day of March,1976 and
Z t; J of which the following is a true, full, and complete copy:
Ln "RESOLVED, That the President, any Vice President, or any Secretary of each of these Companies be and they are hereby
3: Cr authorized and empowered, to make, execute, and deliver'inbehalf of these Companies unto such person or persons
LLj residing within the United States of America, as they may select, its Power of Attorney constituting and appointing each such
r Z person its Attorney -in -Fact, with full power and authority to make, execute and deliver, for it, in its name and in its behalf, as
W D surety, any particular bond or undertaking that may be "required in the specified territory, under such limitations and restric-
¢ tions, both as to nature of such bonds or undertaking and as to limits of liability to be undertaken by these Companies, as said
pZ Officers may deem proper, the nature of such bonds or undertakings and the limits of liability to which such Powers of
pc Attorney may be restricted, to be in each instance specified in such Power of Attorney
L~ RESOLVED, That any and all Attorneys -in -Fact and Officers of the Companies, including Assistant Secretaries, whether or not
O the Secretary is absent, be and are hereby authorized and empowered to certify or verify copies of the By -Laws of these
¢ Z Companies as well as any resolution of the Directors, having to do with the execution of bonds, recognizances, contracts of
W ¢ indemnity, and all other writing obligatory in the nature thereof, or with regard to the powers of any of the officers of these
& Companies or of Attorneys -in -Fact.
rs:1RESOLVED, That the signature of any of the persons described in the foregoing resolution may be facsimile signatures as fixed
>Q Z or reproduced by any form of typing, printing, stamping or other reproduction of the names of the persons hereinabove
, p authorized!
�
¢ CERTIFICATION OF POWER ATTORNEY
Z o I, the undersigned, Corp. Secretary of Trinity Universal Insurance Company, Security National Insurance Company and Trinity
(j) Universal Insurance Company of Kansas, Inc., do hereby certify that the foregoing and attached power of attorney, WHICH
Ir MUST CONTAIN A VALIDATING STATEMENT PRINTED IN THE MARGIN HEREOF IN RED INK, WITH A RED DIAGONAL
_= IMPRINT — TRINITY UNIVERSAL INSURANCE — PRESENT IN ITS ENTIRETY, remains in full force and has not been
F- t— revoked; and furthermore that the resolution of the Board of Directors set forth in this power of attorney is still in full force and
effect.
IN WITNESS WHEREOF, I hove hereunto set my hand and affixed the facsimile seal of each Corporation.
r is 30th day of October t9 89
L J71
�sEgt .;SEAL:; I AN
;:SEAL
.; •:rr JUDITH E. FAGAN, CORP. SECRETARY
NOTE: IF YOU HAVE ANY QUESTIONS REGARDING THE VALIDITY OR WORDING OF THIS POWER OF ATTORNEY CALL
^, 214-360-8501 OR WRITE US AT P.O. BOX 655028, DALLAS, TX 75265-5028.
i
i
CERTIFICATE OF INSURANCE
-19-
(This page left blank intentionally)
COVERAGES
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE
AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
CERTIFICATE OF
ISSUE DATE (MM/DD/YY)
INSURANCE
POLICY EFFECTIVE POLICY EXPIRATION
DATE (MM1DDNY) DATE (MM/DD/YY) ALL LIMITS IN THOUSANDS
AGENERAL LIABILITY
_..
10-30-89
gY COMMERCIAL GENERAL LIABILITY
PRODUCER
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
8-15-89 8 -X1.1 -7v PERSONAL d ADVERTISING INJURYi
WISBY St ASSOCIATES
NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,
«
P. 0. BOX 53205
EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW
MEDICAL EXPENSE (Any one person) i 5
LtUBBOCK� TEXAS 79453
LIMITS, SHOWN ARE -AT -POLICY--INCEPTION
r�
LIN TLE i 500
COMPANIES AFFORDING COVERAGE
8-15-89 8-15-90
ALL OWNED AUTOS
LLEETMTE NY A TRINITY UNIVERSAL A1mwANCE co OF KANSAS
�. SCHEDULED AUTOS
_.-..._..
CODE01_3166 SUB -CODE
_. _...._ __..._._ ,._...,.-_.._...... __,......._.._-... ,...
BODILY
INSURED
_. _._ ....... ._....._-. .___.. _..__.._...
COMPAN
LETTER Y B SECURITY NATIONAL INSURANCE COMPANY -
GARAGE LIABILITY
PHARR CONSTRUCTION CO. I INC•
CCOMLETTER Y C
PROPERTY i
M& PHARR & COMPANY
_._........._..._...............___._.--.-..__.___..
.._._..-_...._...-..__._..._.........__._..
P.. 0. BOX 2791
�R D
LOBBOCKe TEXAS 79408
_ ..._.. ... ..._.___ _ ._------_ ..._._. __ __. ------------ -- _.__ -. ....... __.._-.._..._ .._..
I
COMPANY E
LETTER
COVERAGES
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE
AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
LTR TYPE OF INSURANCE POLICY NUMBER
POLICY EFFECTIVE POLICY EXPIRATION
DATE (MM1DDNY) DATE (MM/DD/YY) ALL LIMITS IN THOUSANDS
AGENERAL LIABILITY
_..
GENERAL AGGREGATE
gY COMMERCIAL GENERAL LIABILITY
_
PRODUCTS-COMP/OPS AGGREGATE i 11000
' CLAIMS MADE X OCCUR- 7 45 37 90
8-15-89 8 -X1.1 -7v PERSONAL d ADVERTISING INJURYi
OWNER'S & CONTRACTOR'S PROT.
EACH OCCURRENCE i 5W
FIRE DAMAGE (Any one fire) i
MEDICAL EXPENSE (Any one person) i 5
AUTOMOBILE LIABILITY
COMBINED
X' ANY AUTO
LIN TLE i 500
B-- TCA 6493216
8-15-89 8-15-90
ALL OWNED AUTOS
BODILY
�. SCHEDULED AUTOS
_.-..._..
INJURY i
(Per person)
X HIRED AUTOS
BODILY
_ X NON -OWNED AUTOS
INJURY i
(Per accident)
GARAGE LIABILITY
PROPERTY i
DAMAGE
EXCESS LIABILITY
7 44 09 58 8-15-89
OTHER THAN UMBRELLA FORM
WORKER'S COMPENSATION
C` AND 8 26 76 05 8-15-89
EMPLOYERS' LIABILITY
OTHER
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/RESTRICTIONS/SPECIAL ITEMS
Renovations for Nurses Station Bid #10354
CERTIFICATE HOLDER CANCELLATION
CITY OF LUBBOCK
P. 0. BOX 2000
•-- LUBBOCK! TEXAS 79457
ACORD 25-S
EACH AGGREGATE
8-15-90 is 1RR000 i 1 W0
STATUTORY
8x15-90 S F'N (EACH ACCIDENT)
i 5� (DISEASE—POLICY LIMIT)
$ 500 (DISEASE—EACH EMPLOYE
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
MAIL -IQ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR
LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES.
AUTHORIZED REPRESENTATIVE
e�'�te 9' . ®ACORD CORPORATION 1988
CONTRACT
Flo
7
(This page left blank intentionally)
CONTRACT
j~ STATE OF TEXAS
COUNTY OF LUBBOCK
THIS AGREEMENT, made and entered into this 24th day of October. 1989, by and between the City of Lubbock,
County of Lubbock,—ttate of Texas, acting by and through B.C. McMinn, Mayor, thereunto authorized to do so,
hereinafter referred to as OWNER, and Pharr 8 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 CON-
TRACTOR hereby agrees with OWNER to commence and complete the construction of certain improvements described as fol-
lows:
BID # 10354 - RENOVATION OF NURSES STATION AT HEALTH DEPARTMENT FOR THE AMOUNT OF 129,130.00
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 alt 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 WHEREOF, the parties to these presents have executed this agreement,in Lubbock, Lubbock County,
Texas in the year and day first above written.
T:
Sec etary
APPROVED AS TO CONTENT:
AP D AS TO FORM:
AT T. ti
�-
4Secrry
i
t
r+.
9
-22-
CITY OF LUBBOCK, TEXAS (OWNER) �
Q
By:if.
MAIOR
P.O. Box 2791
Lubbock. Texas 79408
(This page left blank intentionally)
A
GENERAL CONDITIONS OF THE AGREEMENT
-23-
(This page left blank intentionally)
GENERAL CONDITIONS OF THE AGREEMENT
1. OWNER
Whenever the word Owner, or the expression Party of the First Part, or First Party, are used in this con-
tract, it shalt be understood as referring to the City of Lubbock, Texas.
P. 2. CONTRACTOR
Whenever the word Contractor, or the expression Party of the Second Part, or Second Party, is used, it shall
be understood to mean the person, persons, co -partnership or corporation, to -wit: Pharr & Company
who has agreed to perform the work embraced in this contract, or to his or their legal representative.
3. OWNER'S REPRESENTATIVE
Whenever the word Owner's Representative or representative is used in this contract, it shall be understood
as referring to JERRY SMITH, DIRECTOR OF BUILDING SERVICES, City of Lubbock, under whose supervision these
w contract documents, including the plans and specifications, were prepared, and who will inspect construc-
tions; 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 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,18 "Permitted," "Designated," "Required," "Considered Necessary," "Prescribed,"
or words of tike 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.
Whenever in the Specifications or drawings accompanying this agreement, the terms of description of various
qualities relative to finish, workmanship, or other qualities of similar kind which cannot, from their na-
ture, be specifically and clearly described and specified, but are necessarily described in general terms,
the fulfillment of which must depend on individual judgment, then, in all such cases, any question of the
fulfillment of said Specifications shall be decided by the Owner's Representative, and said work shall be
done in accordance with his interpretations of the meaning of the words, terms, or clauses defining the
character of the work.
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 re-
sponsibility to any Subcontractor employed by Contractor for performance of work on the project contemplated
.r by these contract documents, but said Subcontractors will look exclusively to Contractor for any payments
due Subcontractor.
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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 docu-
ments. Unless otherwise specified, all materials shall be new and both workmanship and materials shall be _
of a good quality. The Contractor shall, if required, furnish satisfactory evidence as to the kind and
quality of materials. Materials or work described in words which so applied have well known, technical or
trade meaning shall be held to refer such recognized standards.
All work shall be done and all materials furnished in strict conformity with the contract documents.
9. SUBSTANTIALLY COMPLETED
The term "Substantially Completed" is meant that the structure or project contemplated by the contract docu-
ments 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 shalt 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 docu-
ments. He will not be required to make exhaustive or continuous 'on-site 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 docu-
ments, 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 on-site 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.
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13. LINES AND GRADES
All. lines and grades.shall be furnished by the Owner's Representative whenever necessary for the commence-
ment of the work contemplated by these contract documents or the completion of the work contemplated by
these contract documents. Whenever necessary, Contractor shalt 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 Con-
tractor shall be allowed no extra compensation therefore. The Contractor shall give the Owner's Repre-
sentative ample notice of the time and place where lines and grades will be needed. ALL stakes, marks,
etc., shalt 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 Representa-
tive at Contractor's expense.
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 shalt 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
r�
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 Representative'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 it; the execution of the work, therefore, written decisions or direc-
tion of the Owner's Representative as rendered shalt be promptly carried out, and any claim arising there-
from shall be thereafter adjusted to arbitration as hereinafter provided.
t'► 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 reta-
tive to the execution of the work or the interpretation of the contract, specifications and plans. Should
the Owner's Representative 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 Con-
tractor shall furnish at( 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.
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16. CONTRACTOR'S DUTY AND SUPERINTENDENCE
The Contractor shall give personal attention to the faithful prosecution and completion of this contract and
shall keep on the work, during its progress, a competent superintendent and any necessary assistants, all
satisfactory to Owner's Representative. The superintendent shall represent the Contractor in his absence
and all directions given to him shall be binding as if given to the Contractor. Adequate supervision by
competent and reasonable representatives of the Contractor is essential to the proper performance of the
work and lack of -such supervision shall be grounds for suspending operations of the Contractor.
The work, from its commencement to completion, shalt be under the exclusive charge and control of the Con-
tractor and all risk in connection therewith shall be borne by the Contractor.
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 na-
ture and location of the work, the confirmation of the ground, the character, quality and quantity of mate-
rials 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 dis-
orderly, such man or men shall be discharged from the work and shalt not again be employed on the work with-
out the Owner's Representative's written consent.
19. CONSTRUCTION PLANT
The Contractor shall provide all labor, tools, equipment, machinery and materials necessary in the prosecu-
tion and completion of this contract where it is not otherwise specifically provided that Owner shalt fur-
nish 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 ob-
servation, 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.
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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 obser-
vation and testing at any location wherever work is in preparation or progress. Contractor shall ascertain
r� the scope of any observation which may be contemplated
by Owner or Owner's Representative and shalt give am-
! pie notice as to the time each part of the work will be ready for such observation. Owner or Owner's Rep-
resentative may reject any work found to be defective or not in accordance with the contract documents,
re-gardless of the stage of its completion or the time or place of discovery of such errors and regardless of
whether Owner's Observer has previously accepted the work through oversight or otherwise. If any work
should be covered without approval or consent of the Owner, it must, if requested by Owner or Owner's Repre-
sentative, 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 Represents -
tine to make observations of such work or require testing of said work, then in such event Owner or Owner's
Representative may require Contractor to furnish Owner or Owner's Representative certificates of inspection,
testing or approval made by persons competent to perform such tasks at the location where that part of the
work is being manufactured or fabricated. All such tests will be in accordance with the methods prescribed
by the American Society for Testing and Materials or such other applicable organization as may be required
by law or the contract documents.
If any work which is required to be inspected, tested, or approved is covered up without written approval or
consent of the Owner or Owner's Representative, it must, if requested by the Owner or Owner's Representa-
POW tive, be uncovered for observation and testing at the Contractor's expense. The cost of all such inspec-
tions, 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
shalt be considered defective. Such defective work shall be corrected at the Contractor's expense.
4,
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 un-
suitable 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 re-
build or otherwise remedy such work so that it shall be in full accordance with this contract. It is fur-
ther 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 in-
crease the amount of work, and the increased work can fairly be classified under the specifications, such
ate. increase shall be paid according to the quantity actually done and at the unit price established for such
r
work under this contract; otherwise such additional work shall be paid for as provided under Extra Work. In
r
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case the Owner shall make such changes or alterations as shall make useless any work already done or mate-
Hat
aterial already furnished or used in said work, then the Owner shall recompense the Contractor for any material _.
or -labor so used, and for any actual loss occasioned by such change, due to actual expenses incurred in
preparation for the work as originally planned.
24. EXTRA WORK
The term "extra work" as used in this contract shall be understood to mean and include all work that may be
required by the Owner or Owner's Representative to be done by the Contractor to accomplish any change, at- --
teration or addition to the work as shown on the plans and specifications or contract documents and not cov-
ered 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 Ownerls Representa-
tive 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 com-
menced, then the Contractor shalt be paid the actual field cost of the work, plus
fifteen (15X) per cent.
In the event said extra work be performed and paid for under Method (C), then the provisions of this para-
graph shall apply and the Factual 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 alt 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 taw 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 shalt 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 mat-
ters shall be determined by the Contractor. Unless otherwise agreed upon, the prices for the use of machin-
ery and equipment shall be determined by using 100%, unless otherwise specified, of the latest Schedule of
Equipment and Ownership Expenses adopted by the Associated General Contractors of America. Where practical,
the terms and prices for the use of machinery and equipment shall be incorporated in the written extra work
order. The fifteen percent (15X) of the actual field cost to be paid to Contractor shall cover and com-
pensate him for his profit, overhead, general superintendence and field office expense, and all other ele-
ments 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 Repre-
sentative 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 in-
sists upon its performance, the Contractor shalt 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 arbi-
tration as herein below provided.
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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 shalt 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 re-
quest 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
roll, 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 shalt comply with such order.
If, at any time, the working force of the Contractor is inadequate for securing the progress herein speci-
pow fied, the Contractor shall, if so ordered in writing, increase his force or equipment, or both, to such an
extent as to give reasonable assurance of compliance with the schedule of progress.
27. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC
The Contractor shall take out and procure a policy or policies of 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 taws 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 taws and building and construction codes. Alt 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, indem-
nify 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 sus-
tained 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 subcon-
tractor to provide necessary barricades, warning tights, 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 shalt 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 pro-
gresses, are intended as reminders to the Contractor of his duty and shall not be construed as any assump-
tion of duty to supervise safety precautions by either the Contractor or any of his subcontractors.
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28. CONTRACTOR'S INSURANCE
The Contractor shall procure and carry at his sole cost and expense through the life of this contract, in-
surance protection as hereinafter specified. Such insurance shall be carried with an insurance company au-
thorized 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. Comprehensive General Liability Insurance -�
The contractor shall have Comprehensive General Liability Insurance with limits of $300,000 Bodily
Injury and $300,000 Property Damage 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, $500,000 per occurrence, and $100,000 for Property —
Damage.
1
C. Comprehensive Automobile Liability Insurance ,j
The Contractor shall have Comprehensive Automobile Liability Insurance with limits of not less than;
Bodily Injury $250/500,000
Property Damage $100,000
to include all owned and non -owned cars including: Employers Nonownership Liability Hired and Non -
owned 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 poten-
tial loss) naming the City of Lubbock as insured.
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E. Excess or Umbrella Liability Insurance
The Contractor shall have Excess or Umbrella Liability Insurance in the amount of
($1,000,000 minimum) with coverage to correspond with Comprehensive General Liability and Comprehen-
sive Automobile Liability coverages.
rr
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.
i" F. Worker's Compensation and Employers Liability Insurance
r�+ As required by State statute covering all employees whether employed by the Contractor or any Sub-
contractor on the job with Employers Liability of at least $100,000 limit.
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 in-
sured 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 shalt be on the form (or identical copies thereof) con-
tained in the job specifications. No substitute of nor amendment thereto will be accept-
able.
29. PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS LABORERS MATERIALMEN AND FURNISHERS OF MACHINERY EQUIPMENT
AND SUPPLIES
The Contractor agrees that he will indemnify and save the Owner harmless from all claims growing out of any
demands of subcontractors, laborers, workmen, mechanics, materialmen and furnishers of machinery and parts
thereof, equipment, power tools, all suppliers, including commissary, incurred in the furtherance of the
performance of this contract. When Owner so desires, the Contractor shall furnish satisfactory evidence
that all obligations of the nature hereinabove designated have been paid, discharged or waived.
If during the progress of the work, Contractor shall allow any indebtedness to accrue for work furnished by
any of those designated in the preceding paragraph and shalt 'fail to pay and discharge any such indebtedness
,r. within five (5) days after demand is made, then Owner may, during the period for which such indebtedness
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shall remain unpaid, withhold from the unpaid portion of this contract, a sum equal to the amount of such it
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.
30. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION
The contractor shall pay all royalties and license fees, and shall provide for the use of any design, de-
vice, material or process covered by tetters patent or copyright by suitable legal agreement with the Paten-
tee 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 toss when a particular
design, device, material or process or the product of a particular manufacturer or manufacturers is speci-
fied or required in these contract documents by Owner; provided, however, if choice of alternate design, de-
vice, material or process is allowed to the Contractor, then Contractor shall indemnify and save Owner harm-
less from any loss on account thereof. If the material or process specified or required by Owner is an in-
fringement, the Contractor shall be responsible for such loss unless he promptly gives written notice to the
Owner of such infringement.
31. LAWS AND ORDINANCES
The Contractor shall at all times observe and comply with all federal, state and local laws, ordinances and
regulations, which in any manner effect the contract or the work, and shalt 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, in-
sofar 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.
32. ASSIGNMENT AND SUBLETTING
The Contractor further agrees that he will retain personal control and will give his personal attention to
the fulfillment of this contract. The Contractor further agrees that subletting of any portion or feature
of the work, or materials required in the performance of this contract, shalt not relieve the Contractor
from his full obligations to the Owner, as provided by this contractual agreement.
33. 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 con-
sideration for the awarding of this contract, the Owner may withhold permanently from Contractor's total
compensation, the sum of $50.00 (FIFTY DOLLARS) PER DAY, not as a penalty, but as liquidated damages for the
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P""
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 com-
pletion of the work described herein is reasonable time for the completion of the same, taking into consid-
eration the average climatic change and conditions and usual industrial conditions prevailing in this local-
ity.
The amount is fixed and agreed upon by and between the Contractor and the Owner because of the impractica-
bility and extreme difficulty in fixing and ascertaining actual damages the Owner would in such event sus-
tain, 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.
34. TIME AND ORDER OF COMPLETION
It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the Con-
tractor shalt be allowed to prosecute his work at such time and sessions, in such order of precedence, and
in such manner as shalt be most conductive to economy of construction; provided, however, that the order and
time of prosecution shalt be such that the work shalt be substantially completed as a whole and in part, in
r� accordance with this contact, the plans and specifications, 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
r- contract so that conflicts will be avoided and the construction of the various works being done for the
Owner shalt 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 sev-
eral parts.
35. 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,
walk -outs, acts of God or the public enemy, fire or flood. The Contractor may apply in writing for an ex-
tension 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 re-
ceipt of a written request for an extension of time by the Contractor supported by all requested docu-
mentation shalt then submit such written request to the City Council of the City of Lubbock for their con-
sideration. 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.
36. HINDRANCE AND DELAYS
In executing the contract agreement, the Contractor agrees that in undertaking to complete the work within
r► the time herein fixed, he has taken into consideration and made allowances for all hindrances and delays in-
cident to such work, whether growing out of delays in securing material or workmen or otherwise. No charge
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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 shalt be paid by Owner to Contractor.
37. QUANTITIES AND MEASUREMENTS
No extra or customary measurements of any kind will be allowed, but the actual measured or computed length,
area, solid contents, number and weight only shalt 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 of-
fered 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.
38. 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 perfor-
mance of this contract, but such indemnity shall not apply to any claim of any kind arising out of the exis-
tence or character of the work.
39. 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.
40. 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 de-
fective work. Contractor shall at any time requested during the progress of the work furnish the Owner or
Owner's Representative with a verifying certificate showing the Contractor's total outstanding indebtedness
in connection with the work. Before final payment is made, Contractor shall satisfy Owner, by affidavit or
otherwise, that there are no outstanding liens against Owner's premises by reason of any work under the con-
tract. 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.
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P_
f .
41. PARTIAL PAYMENTS
On .or before the tenth day of each month, the Contractor shall submit to Owner's Representative an applica-
tion for partial payment. Owner's Representative shalt 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 par-
tial. 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 ma-
terials 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 per-
centage due Contractor.
42. FINAL COMPLETION AND ACCEPTANCE
Within thirty-one (31) days after the Contractor has given the Owner's Representative written notice that
the work has been completed or substantially completed, the Owner's Representative and the Owner shall in-
spect the work and within said time, if the work be found to be completed or substantially completed in ac-
cordance with the contract documents, the Owner's Representative shall issue to the Owner and Contractor his
certificate of completion, and thereupon it shall be the duty of the Owner within thirty-one (31) days to
issue a certificate of acceptance of the work to the Contractor.
43. 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 be-
fore 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 con-
tract; 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 shalt relieve
the Contractor of the obligation for fulfillment of any warranty which may be required in the special condi-
tions (if any) of this contract or required in the specifications made a part of this contract.
44. 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 Con-
tractor 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.
45. 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
-36-
date of substantial completion. The Owner or the Owner's Representative shall give notice of observed de-
fects with reasonable promptness.
46. PAYMENT WITHHELD
The Owner may, on account of subsequently discovered evidence, withhold or nullify the whole or part of any
certificate to such extent as may be necessary to protect himself from loss on account of:
(a) Defective work not remedied.
(b) Claims filed or reasonable evidence indicating possible filing of claims.
(c) Failure of the Contractor to make payments promptly to subcontractors or for materials or labor.
(d) Damage to another contractor.
When the above grounds are removed, or the Contractor provides a surety bond satisfactory to the Owner,
which will protect the Owner in the amount withheld, payment shall be made for amounts withheld because of
them.
47. TIME 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 other-
wise in the contract documents.
48. ARBITRATION
All questions of dispute under this agreement shall be submitted to arbitration at the.request of either
party to the dispute. The parties may agree upon one arbitrator, otherwise, there shall be three; one named
in writing by each party and the third chosen by the two arbiters selected; or if the arbiters fait to se-
lect a third within ten (10) days, he shalt be chosen by the District Judge, 72nd Judicial District of
Texas. Each arbiter shall be a resident of the City of Lubbock. Should the party demanding arbitration
fail to name an arbiter within ten (10) days of the demand, his right to arbitrate shall lapse, and the de-
cision of the Owner's Representative shall be final and binding on him. Should the other party fail to
choose an arbiter within ten (10) days, the Owner's Representative shall appoint such arbiter. Should ei-
ther party refuse or neglect to supply the arbiters with any papers or information demanded in writing, the
arbiters are empowered by both parties to take Ex Parte Proceedings.
The arbiters shall act with promptness. The decision of any two shall be binding on both parties to the
contract, unless either or both parties shall appeal within ten (10) days from date of the award by the ar-
biters, and it is hereby agreed that each party shall have the right of appeal and all proceedings shall be
according to and governed by Arbitration Statutes of Texas, being Article 224, et seq., Vernon's Annotated `
Civil Statutes. THE DECISION OF THE ARBITERS UPON ANY QUESTION SUBMITTED TO ARBITRATION UNDER THIS CONTRACT
SHALL,BE A CONDITION PRECEDENT TO ANY RIGHT OF LEGAL ACTION.
-37-
The arbiters, if they deem the case demands it, are authorized to award the party whose contention is sus-
tained, such sums as they deem proper for the time, expense and trouble incident to the appeal, and if the
appeal was taken without reasonable cause, they may award damages for any delay occasioned thereby. The ar-
biters shalt fix their own compensation, unless otherwise provided by agreement, and shalt assess the costs
and charges of the arbitration upon either or both parties. The award of the arbiters must be made in writ
r"' ing and shall not be open to objection on account of the form of proceedings or award.
49. _ ABANDONMENT BY -CONTRACTOR
In case the Contractor should abandon and fail or refuse to resume work within ten (10) days after written
ratification frau the Owner or the Owner's Representative, or if the Contractor fails to, comply with the or-
ders 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 shalt 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 shalt not remove from the work any machinery,
equipment, toots, materials or supplies then on the job, but the same, together with any materials and
equipment under the contract for work, may be held for use on the work by the Owner or the Surety of the
Contractor, or another contractor, in completion of the work; and the Contractor shall not receive any
rental or credit therefore (except when used in connection with Extra Work, where credit shall be allowed as
provided for under paragraph 24 of this contract); it being understood that the use of such equipment and
materials will ultimately reduce the cost to complete the work and be reflected in the final settlement.
In 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 sup-
plies as said Owner may deem necessary to complete the work and charge the expense of such labor, i
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 sun which would have been payable under this contract, if the same had been com-
pleted by the Contractor, then said Contractor shalt 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 com-
pleted 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 newspa-
per 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 shalt have been substantially completed, the Contractor and his Surety shalt be so notified
and certificates of completion and acceptance, as provided in paragraph 42 hereinabove set forth, shalt be
issued. A complete itemized statement of the contract accounts, certified to by Owner's Representative as
being correct shall then be prepared and delivered to Contractor and his Surety, whereon the Contractor or
his Surety, or the Owner as the case may be, shalt pay the balance due as reflected by said statement within
�. 30 days after the date of certificate of completion.
i
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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 shalt 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 machin-
ery, 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 incorpo-
rated into the work. Thereupon, the Owner's Representative shall make an estimate of the total amount
earned by the Contractor, which estimate shall include the value of all work actually completed by said Con-
tractor 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 Con-
tractor 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 alt 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 statu-
tory 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 fur-
ther 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 con-
ditions conflict with any of the general conditions contained in this contract, then in such event the
special conditions shall control.
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53. LOSSES FROM NATURAL CAUSES
f
II �I
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 au-
thority 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 ob-
serve 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
�r
condition. In case of dispute Owner may remove the debris and charge the cost to the Contractor.
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CURRENT WAGE DETERMINATIONS
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Resolution ,7#2502
January 8, 1987
Agenda Item 7#18
DGV:da
RESOLUTION
WHEREAS, the City Council has heretofore established the general
prevailing rate of per diem wages for each craft or type of workmen or
mechanics needed to execute public 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
r- 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.
B.C. McMINN, MAYOR
- ATTE •
_..
Ranett#, Boyd, City Secretary
APPROVED TO ONTENT: APPROVED AS TO FORM:
AD rector of Building `P
ne, g Donald�G.Vandiver', First
�.. Services Assistant City Attorney
a;
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
Drywall Hanger
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 EOUIPMENT 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 D
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.
'• f
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 D
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.
SPECIFICATIONS
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SECTION 02072
t'd1NOR DEMOLI'T'ION FOR REMODELING
PART 1 113.bNE:ZHL
l. -Ji WORK iNCLUOLU
A. Remove designated bUilai6g equipment ana Fixtures.
b. Reruove designated partitions and components.
C. Ca? and identify utilities.
D. Temporary partitions to allow ouilding occupancy.
1.02 EXISTI vG CONDI'i'iONS
A. Conduct demolition to minimize interference with adjacent
.4airtain Protected egress and access at
a.L 1 times.
e. Provide, ar`ct, ana maintain temporary barriers and
security devices.
PART 2 EXECU'riOe�
2.01 PREPiARATIULO
li. L;r�ct anct ;ziaiatain we3tklUrl)r00L closures kor exterior
O��etlln� .
Erect and waiatain teir,IJv.rary �)artitions to prevent spraad
of dust, Fuunes, noise, and smoke to provide Ear Owner
occupancy as specie iad is Section Ji0i)5.
�:. Protect iexIjtlriy item- which are not indicated to be
altered.
D. Disconnect, r_mova, anu ca,3 uesignated utility services
within demolition areas.
! Har;: location oL d1sconnectea utilities. ldantify and
indicate capping locations on 'Project Record Docuwants.
2.02 EXECUTION
A. Demolish in an oderly and cararul Manner. Protect
existing foundation supporting structural meribers anti
Einizhes.
8. Except where nuteu oiilar-dise, immediately remove
aarlali.sila�i materials from site.
SECTIOA 02071
i
C. tteiaove iiiatzrials to be ra-iastalled or ratai:leu in :iiauner
to Orev`nt ua,aage. Store and protect undar ,.r.:�vialo1I6 of
.�'eCL1Oi1 UiuUO. _
u. Remove anu proa,ptly aispose of contaminateci, veratin
inf=step,, or dangerous materials encounter::j.
E. Do not cure or oury iaaterials on site.
F. Remove dawolisheu materials froai site as work progresses.
upon ccaipletion or woric, leave! areas of work it, clean
condition.
END Oe SECTION
SECTION 03001
CONCRETE;
PART 1
GENERAL
1.01
WORK INCLUDEU
A.
Formwork, shoring,bracing, g , and anchorage.
.B.
Concrete reinforcement and accessories.
C.
Cast -in-place concrete.
PM
1.02
"ORK INSTALLED BUT FURNISHED UNDER O'T'HER SECTIONS
f
A.
Section 01400 - Westing Laboratory Services
B.
Section 02223 - Backfilling
C.
Section U2225 - 'Trenching
r.
D.
Section 02231 - Termite Control
E.
Section 055UO - Metal Fabrications: Nletal fabrications
attachad to tor,nwork.
1.03
REVERENCES
A.
ACI 301 - Specifications of Structural Concrete for
Buildings.
r•
B.
A.v6I/A6I',%1 A185 - �^,aldad Steel wire Fabric for Concrete
Reinforcement.
C.
ANSI/A6'LM A497 - welded Deformed Steel Wire Fabric for
Concrete Reinforcement.
D.
AST,' l A613 - Detortled and Plain Billet -Steel for Concrete
Reinforcement.
E.
ASTt,1 C33 - Concrete Aggregates.
F.
ASTM C94 - Ready -Mixed Concrete.
G.
AST& C130 - Portland Cement.
H.
ASTM 0260 - Air Entraining Ad,nixtures for Concrete.
s•..
I.
ASTLId 0309 - Liquid Meulbrane-r'ormirig compounds for Curing
Concrete.
J.
ASTL,1 D2103 - Polyethylene Film and Sheeting.
K.
FS TT -C -8U0 - Curing Compound, Concrete, for New and
Existing Surfaces.
SECTION 03001
.�
(1)
1.04 QUALI'T'Y ASSUR4NCE
A. Perform work in accordance with ACI 301.
B. Maintain copy of ACI 301 on site.
1.05 TESTS
A. 'resting and analysis of concrete will be performed under —
provisions of Section 01400.
B. Suomit proposed mix design of each class of concrete to
appointed firm for review prior to commencement of work.
C. Tests of cement and aggregates will be performed to ensure
conformance with requirements stated 'herein.
L. Three concrete test cylinders will be taken for every 75
or 'Less cu yds or each class of concrete placed each day.
r'. One additional test cylinder will be taken during cold
weather and be cured on site under same conditions as
concrete it represents.
C. One slump test will ee taken for each set or test
cylinders tarsen. _
1.00' SHOP DRAKINGS
A. Summit shop drawings of reinforcing steel and formwork
under provisions of Section 01300.
B. Indicate reinforcement sizes, spacings, locations and
quantities of reinforcing steel, and wire fabric, bending
and cutting schedules, splicing, and supporting and
spacing devices.
C. In.Aicate tormworK dimensioning, :nate rials, arrangement of
joints and ties.
U. Prepare shop drawings under seal of processional
structural engineer registered in State of Texas.
PART 2 PRODUCTS
2.01 FORLK MATERIALS
A. Conform to ACI 30i.
8. Plywood Forms: Spruce species; high density overlaid one
side formply grade; sound undamaged sheets.
C. Lumber: Pine speci;e6; No. 2 grade; with gracle stamp
clearly visible.
D. Form Ties: Snap -off ,natal, of fixed length, cone ends.
SECTION 03001
(?1
r
2.02
REINIr'ORCING STEEL
A.
Reinforcing Steel (#3's and 41s) ASTiYi A615, 40 ksi
r
yield grade billet steel deformed bars; uncoated finish.
B.
Reinforcing Steel —Larger than #41s: :carne as above except
60 ksi.
C.
Welded Steel .vire Fabric: Plain type, ANSI/ASTINI X1185;
coiled rolls; uncoated finish.
r
2.03
CONCRETE MhTE:RIALS
A.
Cement: ASTA 0150, normal - Type 1 Portland, grey color.
B.
Fine and Coarse Aggregates: ASTM C33.
r`
d
C.
water: Clean and not detrimental to concrete.
2.04
ADMIXTURES.
A.
Air Entraiainent Admixture: ASTM C26U.
2.05
ACCE6SORIEs
f"!
A.
Bonding Agent: Latex emulsion; manufactured by Sonneborn.
B.
Vapor Harrier: ASTm D2103, 6 nil thick clear polyethylene
f i ltn.
C.
lion-3nrinx Grout: Premixed compound with non-metallic
aggregate, cement, water reducing and plasticizing agents;
capable or minimum cornprassive strength of 4000 psi .
D.
waterstops: PVC, 8 incises wide; heat sealed joints;
Sealtight manufactured by viR Meadows.
�.
E.
Construction Joints: Key Kold - Thickness recommended for
joint size.
F.
Expansion Joints: Asphalt impregnated fiber type.
G.
form Release Agent: Colorless material which will not
stain concrete, absorb inoisture (or impair natural bonding
or color characteristics of coating intended for use on
concrete; manufactured by Sonneborn.
r.
2.06
CUjRINGJ MATERIALS
A.
Water: Clean and drinkable.
B.
Membrane Curing Compound: ASTM C3U9.
C.
Clear Sealer: 1: AR Meadows-Sealtight CS-309, atter final
!
trowelling. Coat 2 and 3:"R bMeadows-TIAH just prior to
occupancy.
SECTION 03001
r-
R
(3)
2.07 CONCRETE MIX
A. Mix concrete in accordance with ASTM C94.
B. Toundation Concrete:
1. Compressive Strength
(7 days): 2000 psi
2. Compressive Strength
(28 days): 3000 psi
3. Slump: 5 inch
C. Slab On rill Concrete:
1. Compressive Strength
(7 days): 2000 psi
2. Compressive Strength
(23 days): 3000 psi
3. Slump: o inch
U. Add air entraining agent to mix for concrete exposed to
freeze -thaw cycling.
PART 3 EXECUTION
3.01 FORmKORK ERECTION
A. Veri!y linos, bevels, and measurement before proceeding
with tormwork.
B. Hand trite sides and bottom of earth forms; remove loose
dirt.
C. Align form joints.
D. Do not apply form release agent where concrete surfaces
.receive special finishes or applied coatings which may be
affected by agent.
E. Coordinate work of other Sections in forming and setting
openings, slots, recesses, chases, sleeves, bolts,
anchors, and otner inserts.
3.02 REINeORCERENT
A. Place, support, and secure reinforcement against
displacement.
3.03 PLAWNG CONCRETE
A. Notify Architect/Engineer minimum 24 hours prior to
commencement or concreting operations.
SECTION 03001
(4)
T
r-�
P"
..4
B. Install Sheet dater proofing under interior floor slabs on
fill and footings. Trap joints minimum 6 inches and seal.
Do not disturb water proofing while placing
reinforcement.
3.04 FLOOR SLABS
A. Dowel to existing slabs, where saw cut anu remove prior to
placing slabs.
B. Saw cut control joints at an optimum time after finishing.
Cut slabs with 3/16 inch thick blade, cutting 1/4 of depth
of slag thickness.
C. .Separate slabs on till from vertical surfaces with joint
filler. Extend joint filler fro►n bottom of slab to within
1/2 inch of finished slab surface.
D. Trowel finish surfaces.
3.05 TOLERANCE'S
A. Provide Class A tolerance to floor slabs according to ACI
301. Pitch to drains 1/4 inch per toot nominal.
3.06 EX16fIAG WORK
A. ivhera new concrete is dowelled to existing work, drill
holes in existing concrete, insert steel dowels and pack
with non -shrinking grout.
B. Pr -aware previously placed concrete by cleaning with steel
brush and apply bonding agent in accordance with
manufacturer's instructions.
3.07 SCHEDULE OF FORMED SURFACES
A. Rough form finish at unexposed walls.
B. Smooth ruboad finish at exposed walls.
EIND OF SECTION
SECTION 030Ul
(5)
SECTION 07213
BA'I'T ALvD bf�AaKE'f IiVSUL±-Ti0LN
PART 1 „r;NtRAL
1. U1 wORii- i :CLUbtr b
A. Batt insulation in indicated drywalls.
B. Batt insulation ori acoustical ceiling panels.
1.02 RELATED AOR&
A. Section 09260 - Gypsum Board Systems.
1.03 RhiERr;L� CES
A. F6 r3n-1-521- Insulation Blankets, Th-armnal. Type 11.
1. 04 s 5'Pr;id DE6CRI P1'IO.v
A. illaterials of this Section shall provide a thermal and
vapor and air barrier at uuilding enclosura elements.
1.03 SU 6 LAiTTAL6
A. Suaalic rnanuraeturar's ir►stallation instructions under
provisions of erection 01360.
PARIf 2 PROuUCTb
2.Oi ACCbPTABC,t, ��lNrJi)rl�C'1'Ui2.�tK5
A. Owens -Cor n i ag
B. Johns-iYlail vi Lle
C. Certain Peau
U. Suostitutions: Un)er provisions of Section 016UU.
6EC'Pi0w 07213
(1)
PM
AMM
PMA
2. U2 filATbRIALS
B. batt insulation: F'S riti-I-521; :)reformed glass fiber batt;
.Type It - with non-rel:lective covering one sine.
PARI 3 EXECUTLUN
3.01 PRI PARA'1IOoi
A. Veriry :adjacent materials are dry anti ready to receive
installation.
B. Verily atLchanical and electrical services within walls
have baen installed and tested.
3.U2 iNj'IALLAT!ON
A. Install oatt insulation in accordance with manufacturer's
instructions.
B. Trim insulation neatly to tit spaces. Usa Batts tree of
daiaage .
C. eit insulation tigrit in spaces and tight to exterior side
of Mechanical ana electrical services witnin the plane of
insulation. Leave no daps or voids.
3.U3 I'-,tiEUULjJ
A. uvhare indicated in Gypsum board walls on the plan: Place
4" R-13 un aced batt insulation.
B. Above acoustical celing panels install 6" R-19 batt
insulation with non -reflective covering one Nide.
HIND OF SECI'IOL;
07"213
6EC'11Oc, O6111
6,PALvDHRD 61'�;tL DOORS AND FRAtAES
PART i vt`v1✓ktEiL r
l..ill wORh Tir�LUUC;D
A. :von -rated and sire rated rolled steel doors, panels and
frames.
B. interior light LraLIes.
C. 5ciieuule on Drawings.
1.")2 RELATED bvORr
A. Section 06,21J - wood Doors.
B. Section 087U0 - Hardware.
C. Section 083100 - Glazing.
i). Section U9900 - Faiar-ing: Field painting of doors and
irarnes.
i . ii3 Rtt GrtHcvGFB
A. A61ky, 1152 - Methods of r'ira 'tests of Door Assemblies.
i}-�iI - Door dardware in:.titute: The Installation of _
Co,itmercial 6teal Doors and Stael r'rames, Insulated Steel
Doors in wood irrawtes anu i3uiltier'6 riaraware.
C. iyl•'P.G 8U - ii'ire Door: and Wtiindovis.
u. e,4I-'PA 252 - Fire 1`e.,;ts for Dour Assemulies.
E. 0DI-100 - 5tanuari Steel Doors and Fra►nes.
t' .SDf-JU5 - Recoiam,::ndad Erection ln;:tructions for Steel -
k r.alfies .
erection Ut 111
(1)
G. UL 'LUB - Fire 'Pests of Door assemblies.
1.0-11, QUALITi HSSGRA,: CE
A. Conform to requirements of SUI -100.
B. Fire rated door panel and frame construction to contorm to
i�r PA 252.
-C. Installed fratile and door asseatuly to conform to tvFPA cf0
for Lire rated class indicated in Schedule on Drawings.
i. J5 REGULA'IORf RLQJjAEt�ilr&rS
A. Conform to uniform Building Cocie for fire rated frames and
doors.
1. Jo SUb.'IITT AL5
A. SuLmlit silop arawings and procuct data under provisions of
Section 01300.
d. In;iicate fraena configuration, anchor types and spacings,
loC.itiOn of cutouts for hardware, reinforcement, and
finish.
C. inaicata door elavations, internal raiatoreement, closure
inetilod, and cut outs for glazing.
v. Summit manufacturer's installation instructions under
provisiocis of Section UA00.
1.J7 UEL1VERi, il'ORAGE gLqu Pt<O,rt;C,rjOjv
��. Protect orouucts unazr provisions of Section 01600.
d. Protect doors and frames with resilient Oackaging.
C. Break seal on-site to.permit ventilation.
PART 2 PRODUCTS
2. U1 ACCEPTAHLr; v!ANUFACVuR6RS
A. rex-Steel, Inc., harlirigen, Texas.
B. Suvstitutiorjs; under provisions of section 0160U.
2.02 GOOKS AND r RkmL6
Section 0811.1
(I.)
ij. Exterior uoors: QUI-lu,); 18 gage.
3. Intarior moors: 6L;I-1U3 Grade to gage. —
i:. L.{tarior r raIles: 16 gage thick :naterial, core thickness to
shit grade aha model oL door.
ii. Interior r'ralaes: to gage thick Material, core thickness to
suit gracaa and mcael or door.
2.03 0001-t CORE
A. Core: Impregnateu cardboard honeycomb.
2.u4 A Ci SSQRiE6
A. Ruacer Sil-ancers Resilient rubber.
8. Glazing Sto;?S: Roiled steel channel shape, mitered
corners; prapareu tar countersink style talaperproo —
screws.
2.05 PROT-c'CITIVL COATI.�GS
A. Priuler: Zinc chrc,aate type.
2.06 f'AbRICAIIAQId _
A. rabricate trades as ilnocked uown units.
B. 6aoricaLa ira,aes and doors with hardware rein orcement
elates waldetc III )Iac,�. Proviva mortar juara oozes.
0. keisitorca ira,n:_6 wirier than 46 ifiches with roll formeu
5tael cnannals fitted tigritly into Crame head, flush with
too.
D. Prepare frame for 6ilencer6. Provide three :.jingle rubbar
silencers for single doors and Mullions of douole doors on
strike sine, anti two single silencers on raLae dead at
uouula doors witilout mullions.
E. i,ttaci, i ir:a rated laoel to eacn frame and door unit.
F. Close ton euge oL exterior uoor tlush with inverted steel
channel closure. Seal joints wate.rtigut.
Section 03111
(3)
E.\10 Or' GECrION
Section 00111
til)
2.07
E'i.�I�d
i
A.
Interior Units: 0.60 oz/S.4 it galvanized.
B.
Exterior Units: 1.25 oz/ sq It galvanized.
!"
C.
Primer: Bakeu on.
PART 3
EALCUTION
PM
3.01
166TA6LAT IOii
A.
Install iracies in accordance with S0I-105.
6.
Install doors in accordance with DdI.
C.
Coordinate installation of glass and glazing.
u.
Install roll formed steel reiarorcement channels between
r•
two abutting trailmes. Anchor to structure and floor.
3.02
TOLLRAaCEa
A.
maxi.ium Uia jon.alDistortion: I/io inch measured with
i!
straighc Pulte, corner to corner.
.�
3.03
ADJUSTIAG tANU CLhA"ING
A.
Adjust hardware .Cor t;vioot;1 an,! balanced door movement.
3.04
6CHEUULE O.v URA,41LtiGS
E.\10 Or' GECrION
Section 00111
til)
SECTION 03210
A000 DOOR
PART 1 GGN6RhL
1.U.L "ORiri INC:LUb6b
A. Soi.ia core .aooa doors witti raised panel tares.
b. Install door aardware. _
l . Ut Kc.LH't'ED wO��r:
A. Section Ud760 Haraware.
1.63 R r'r R6NCES
A. Aevl - Quality Stanuards of Arcnitectural Aoo:lwwork
Institute.
1. 04 660P uRAAi.vGS AND PRODUCT DATA ^
A. Suumit shop drawings and product data in accordance with
Section 01300. _
6. lnuicate general construction, jointing methods, hardware
loc_:1LlOtl:i.
1.0-5) GJARAN'Ti/vvAizi2A vkY
A. Provide written guarantree in accordance with Section
U130U.
n. Guaratttae: Provica Lor replacing door (material only ), at no cost to Owner ,.wood doors exhioiting defects in
Laateriais or workmanship Incluaing warp and cracking
wit►ii;i tniaimura perioa of 2 years troth date oh substantial _
coinpletlon or the work.
PFS RT 2 PRODUCTS
2.01 ACCIJeTABLE ifiAi�UN AC`1`Vrtr S
A. Acceptable Ltiianufacture.rs -
1. Glen -Mar
2. wieyeritauser
B. 5uustitutioti;;: Itart--> o.1 same function ana performance
are acceptable in concortnance with Section Ui6UU.
Section 03210
(1)
END Or SECTION
SECTION U8210
(2)
WON
2.02
DOOR TYPE
oft
A.
Solid core :pith particle board and 2" adging at ;perimeter.
2.03
DOORS
A.
Interior boors: 1-3/4 inches thick; Solid core
construction of Birch Veneer species paint grade finish.
2.04
FABRICATION
A.
fabricate standar:! type doors in accordance .with
•*
requirements of h�vI ,luali ty Standards.
B.
bevel strike edge of single acting doors 1/8 inch in 2
inches. Radius strike edge of double acting swing doors
2-1/d inches.
C.
Prepare doors to receive hardware. Refer to Section 08700
for hardware requirements.
PARI' 3
LXECIU'I'1O:v
3.01
1A6PPiLLATION
A.
lnstall wood doors plumb and square, and with maximum
'^
4,
aiagonal distortion of 1/lo inch. Install hardware in
accordance with requirements of Section 08700.
•-
6.
Coordinate installation of glass and glazing in wood
doors.
END Or SECTION
SECTION U8210
(2)
WON
ar-:1'1O�v 067Ju
fl ii Si1J;+v A i�.r,
PART 1 t,r'iv ttAL
1.01 "ORK 1 vCLUUEU
A. haraaare for interior and exterior Joors, other than
.Decirieu in specific door Sections. _
is. Tnre�;holds anu weatharstripping for exterior doors.
1.02 RELATED 'AORK
A. Section 06OUl - Carpentry i�ork: Rough carpentry for
opening preparation.
d. Section 08111 - Standard Steel Doors and Frames: Hollow
metal doors.
C. aection 0821U - 'Moos Doors. --
1.03 RErIERENCES
A. ANSI A115.2 - Door and rrame Preparation for Bored or
Cyl.inJrical Locks for 1-3/4 inch Doors.
b. ANZ)l vi15.3 - Door and Frame Preparation for bored or
Cylindrical LocKs Lor 1-3/6 inch Doors.
C. A.vS1 := 15.4 - Door and r'rai;ie Preparation for Lever
Extension r'lush bolts.
U. AN6i A115.5 - rrare Preparation tar 131 & 190 Series
Deadlock Strikes.
E. ANSI A115.9 - Door and Frame Preparation for Closer,
Offset Hung, Single Acting. —
F. ANSI A156.1 - 3utts and Hinges.
C. Ae4SI A156.2 - Locks and Lock Trim.
H. 'ANSI A156.3 - Lxit Devices.
I. ANSI A156.4 - Door Controls (Closers).
J. A�61 A156.6 - Archit;actural Door `i'rim.
K. ANSI A156.7 - Taanplate iiinges.
L. ANSI A156.8 - Door Controis (Overhead holders).
Section U87UJ
(1) -
�•.
1. J
SUBcti1ITT AL3
A.
Suu►�iiit shoe :drawings and product data under provisions of
Section 01300.
B.
Indic.at.e locations and mounting heights of each type of
ilarawar� .
C.
SupPly telaolates to door and frame manufacturer to enable
proper and accurate sizing and locations of cut outs for
�..
hardware.
U.
Suomit samples of each type of hardware requirad for job,
under provisions of Section 01300.
B.
Indicate required style and finish.
..
1.05
KEYiL�G
A.
Doors Locks keyed to existing master arid grand master
B.
Supply 3 jays for each lock. Supply six keys for each
keyed group.
OP6ReilION A-qu MAINI'6NAtrCE DATA
..
A.
Provide Arcriitect/Engineer with manufacturer's parts list
and tnaiacenar►ce instructions, under provisions of Section
U17uJ ror each type of hardware supplied and necessary
wrer►caes anti tools required for -proper maintenance of
harawara.
PART 2 PROuUCT6
2.01 HAt J"ARI
A. Provide itams as listed iti schedule at end of this
Section, complete to furiczion as intended.
2.02 AC'Ct 9'kABLS MANUeACTUR RS
A. See Schedule.
B. SUUstitutions: Under provisions of Section 01600.
PART 3 EXECUTION
3. Ui INSTkLLATION
A. Install naruware in accordance with manufacturer's
recot�zmendations, using proper tinplates.
OM 3 . ui HARL NhRE SCHEDULE
Section U3700
r, (2)
HARDWARE SCHEDULE
Hardware Set #1 Door 1,2,3,4,5,6 3'-0" x 7'-0" Wood
9 Pair Butts 1502 US26D (Spring Loaded) Mckinney
6 locksets 8,005 YM US26D Sargent
6 Stop 4&-'1/2 1326D Ives
6 Silencers GJ64 Pemko
* NOTE - Key to existing master system
Hardware Set #2 Door 7 Existing Wood Door
Reuse existing hardware
Page 1
S�L'1'10iv J�ZEiU
GY PSU,til BOARU S Y &IMS
POO
PART 1
GtiN>JAAL
1.0i
AORN ii,iC:LUDED
A.
metal tr.aoing required for gypsum board.
B.
t3locKiag.
C.
Pratinisned vi:iyl covered gypsuin board.
,.�
D.
Gypsum uoara.
E.
Gyi:)sum Sheathing.
^"
k.
Acoustical sealant.
G.
Taped and sandea joint treatment.
Poo
1.J2
Rr'LATED 4ORK
A.
Stiction 06001 -Carpentry: wood blocking and miscellaneous
framing.
B.
Section 09900 - Painting: 'Textured cinish.
PM
1.03
REEERENCES
A.
GA 216- Recommended opacifications for the Application and
Finisning of Gypsum board.
b.
AST& 0754 - Installation of Steel Framing iiembers to
Receive Screw -attached Gypsum walluoard, Hacking Board, or
"ater- Resistant Backing Board.
C.
FS HH -1-5210 - Insulation Blankets, Thermal mineral Fiber,
for Ambient Temperatures.
1.04
QUALITf ASSURANCE
A.
reriorin gypsuii board systems work in accordance with
recouiLaandations of A6Tvi 0754 and GA 216 unless otherwise
"'"
specitieu in this Section.
B.
Keep copy of GA 216 in field office for duration of
PM
project.
SECTION 09260
(1)
PM
PART 2 PROuUCTO'
2.01 'Y1E1'A1-j r`ttyiil:rG
A. Provide metal Eraming materials in accordance with GA 216.,
B. Studs: Screw-type C-siiapeJ 25 gage.
C. Runners:-ivratcii stuccis.
D. Furring i4embars: Scraw-type fiat -shaped 25 gage.
E. Channels ana Hanger Wire: GA 210.
F. Fasteners and Anchorages: GA 216.
2.J2 METAL FRAMING ACCESSORIES
A. Blocking 1-1/2 inch steel channels.
B. Lateral Bracing- 1 i/2" steel channels placed at Maximum,
616" on center, vertically.
2.J3 GfPSUri 80hRi)
4. Provide gypsum board materials in accordance with
recouune-ndations of GA
B. Stannard Gypsum Boara: 5/8 inch thick; maximum ,permissible
luncjtn .
C. Fire rlatea Gy�jsunt Board: UL rated; 5/6 inch thick; maximum
parmissible length.
D. ivioisture Resistant Gypsum board: 5/8 inch thic:r; maxi,aum
aarmi56ible length.
E. Preiinished vinyl covered gy�:)sum board: Firecode 5/3"
tnlcK. kiiaxixtum permissible length, Group 9, Burlap,
".Durasan" as cnanutacturecl by Gold Bond, vinyl covering.
oLC1'IOw 09260
(2)
r
l;
7
2 . U4 Gi FSUL,-i BOARD ACCESSORIES
A. Provide gypsum board accessories in accordance with GA
215.
B. Corner beads: Metal. USG Durabead.
C. Edge Trim: U5G No. 400 at dissimilar materials.
.D. Reinforcing Tape, Joint Compound, Adhesive, Water,
Fasteners: GA 216.
2.05 A:.UUSTICAL ACCESSORIES
r
A. Acoustical Insulation: Preformed mineral wool,
F5-ffli-I-521;friction tit type without integral vapor
barrier membrane; 3 1/2 inch thickness.
6. Acoustical Sealant: Type recommended for use in
conjunction with gypsum board; manufactured by Tremco.
PART 3 EXECUTION
3.01 METAL FRAMING ERECTION - GENERAL
A. Erect metal framing in accordance with ASTM C754.
B. Install members true to lines and levels to provide
sur.,L;ace flatness with maximum variation of 1/8 inch in 10
feet in any direction.
3.02 METAL O'TuL) ERIC k.LON
A. metal Studs: 16 inches on center.
B. Partition Heights: Full height to floor or roof
construction above.
C. Door Opening Framing:_Install double studs at floor frames
jamb::. Install runners on each side of opening at frame
head height between jamb studs anti adjacent studs. Screw
d0uole studs together at 24" oc. ininimum.
D. Blocking: Bolt or screw steel channels to studs. Install
blocking for support of plumbing fixtures, toilet
partitions, wall cabinets, toilet accessories, hardware.
E. Coordinate installation of bucks, anchors, blocking,
electrical and mechanical work- which is to be placed in or
behind partition training. Allow such items to be
installed atter training is complete.
SECTION 092060
(3)
3. U3 WALL r UKRIivG INSTALLATION
A. Erect wall furring directly attached to concrete block and
concrete walls.
S. Erect furring channels vertically. Secure in place on
alternate channel flanges at maximum 24 inches on center.
C. Space furring channels maxi;num to inches on center, not
►+fore than 4 inches from floor and ceiling lines. Abutting
wails.
3.03 CEILING rRAMIAG INSTALLATION
k. Coorainace location of hangers with Section 06001.
3.06 GYPSUM bOA D INSTALLATION
A. Install gypsum board in accordance with recommendations of
GA 216.
B. Erect single layer standard gypsum board in direction most
practical anu economical, with ends and edges occurring
over iirm bearing.
C. Erect single layer fire rated gypsum board vertically,
with edges and onus occurring over firm bearing.
U. Erect exterior gypsum sheathing board horizontally, with
edges butted 'tight and ends occurring over firm bearing.
E. For double layer applications, use gypsurn backing board
for first laxer, placed perpenuic ula r to framing or
furring members. Use fire ratea gypsum backing board for
fire rated partitions. Place second layer perpendicular to
first layer. Ensure joints of second layer do not occur
over joints of first layer.
F. Use screws when fastening gypsuin board to metal furring or
tr.a►1ing. use screws when fastening gypsum board to wood
furring or craming.
G. for double layer applications, secure second layer to
first with fastener,. Apply adhesive in accordance with
manufacturer's instructions.
ii. kreat cut euges and noles in moisture resi itant gypsuia
board wi tai sealant.
SECTION 09250
(4)
r
I. Place control joints to be consistent with lines of
building spaces as directed by Architect/Engineer.
�.. J. Place corner beads at external corners. Use longest
practical lengths. Place edge trim where gypsuri 'board
` abutts dissimilar materials.
K. Tape, fill, and sand exposed joints, edges, corners,
0,3enings and fixings, to produce surface ready to receive
surface finishes. Feather coats onto adjoining surfaces
so that camber is maximum 1/16 inch.
L. Remove and re -do defective work.
3. Ud ACOU6TICAL ACCESSORIES INSTALLATION
A. Place acoustical insulation in partitions tight within
spaces, around cut openings, behind and around electrical
and mechanical items within or behind partitions, and
tight to items passing through partitions.
B. Place acoustical sealant within partitions in accordance
with manufacturer's instructions. install acoustical
saalant at gypsum board perimeter at:
1. :Metal Framing: Two beads.
2. Face layar.
3. Caulk all penetrations of partitions by conduit, pipe,
ductworK, rough -in boxes.
E:vU Or, SEC-1-IOt-q
SECTION 0925U
(5)
SECTION 09510
ACOUSTICAL CEILIAGS
PART 1 GENERAL
1.01 "ORK I&CLUUED _
A. von -tire rated and suspended metal grid system complete
with vrall trim.
B. Lay -in ceiling tiles, boards; Non -Fire rated.
1.02 RELATED WORK
A. Section 16UUU - Electrical: Lighting fixtures within
ceiling system.
B. Section 15UUU - Mechanical: Air Diffusers within ceiling
system. —
1.03 SUtsMITTALS
A. Suumit ;:hop drawings of acoustical ceiling system under
provisions of Section 013UU.
1.04 ENVI:iONLNI NTAL REQUIRE,tilENTS
A. vo not install acoustical ceilings until building is
enclosed, sufticient heat is provided, dust generating —
activities have terminated, and overhead mechanical work
is completed, tested, and approved.
B. Permit wet work to dry prior to commencement of
installation.
C. Maintain uniform temperatures of minimum 61 degrees F (17
degrees C) and humidity of 20 percent to 40 percent prior
to, uuring, and after installation. —
PART 2 PRODUCT'S
2.01 ACCEPTABLE MANUFACTURERS
A. 06G.
B. Armstrong Equivalent
C. Suostitutions: Unuer provisions of Section 01600. _
Section 09510
(1)
2. U'L
A. Type and t-ianufacture: DX ivon-ii'ire Rateu manufactured by
conn Corporation, con=oru,ing to A6T.,4 C-535 intermediate
duty sy�taai.
S. Grid: rated exposed r; all co(ti;:)onercts die cut and
ircterlocr.it►g. 15/16 inch wiaa flange, double Webb,
interLa`uiate Juty.
C. Accessories: Stabilizer bars, furring clips; splices; edge
molding!:; as required to Complete and complement suspended
ceiling grid system.
D. ha`Cerials/Finish: Commercial quality cold rolled steel
Frith galvanized coating; Paint finish on exposed surfaces.
E. Carrying Channels and Hangers: Primed steel; size and type
to suit application and to rigidly secure the complete
acoustic unit ceiling system, with maximum deflection of
1/360.
2.03 ACOUSTICAL, PkNhL 6-CH60ULE
A. I`yde AP -l: 24 inch x 43 incn size x 5/3 inch thick;
mineral ri6er composition; ildt shape; square cut edges;
Fissured Auratonre, verify and matcii existing.
Pi -,KT 3 EAbCui'toN
3 . Ui IN'S'fkLL,AT10N
A. Install acoustical ceiling systems in accordance with
manufacturer's recommendatic ns to produce ririished ceiling
true to lines and leveI6 and free from warpeLi, soiled, or
damaged grid or lay -in panels.
B. Install Eire rated ceiling sy6tems; in accordance with UL
requi rements .
C. Install ceiling systems in a wanner capable of supporting
all superimpo:seu loads, with maximum parmissaole
deflection of 1/360 oc span and maximum surface deviation
- of 1/8 in in 10 feet.
Section 09510
(2)
D. Install after major above -ceiling work is complete. Co- —
ordinate the location of hangers with other work. Ensure
the layout or hangers and carrying channels are located to
accoiarnodate fittings and units of equipment which are to --
-be placed after the installation of ceiling grid system.
E. Where ducts or other equipment prevent the regular spacing
of hangers, reinforce the nearest adjacent hangers and
related carrying channels as required to span the required
distance.
F. Hang independently of wails, columns, ducts, pipes, and
conduit. Where carrying merabars are spliced, avoid
visible displacement of the longitudinal axis or lace
plane of adjacent merabars.
G. Center ceiling systems on room axis leaving equal border
pieces.
H. Do not support fixtures from or on main runners or cross
runners ii weight of the fixture causes the total dead
load to exceed the deflection capability. In such cases,
support fixture loads by supplementary hangers located
within 6 inches of eacn corner, or support the mixtures
independently.
1. Do riot install fixtures so that ,main runners and cross
runners will be eccentrically loaded. Where fixture
installation would produce rotation of runners, provide
stabilizer bars.
J. Install edge moldings at intersection of ceiling and
vertical surfaces, using maxijnum lengths, straight, true
to line anu level. :Miter corners. Provide edge moldings
at junctions with other ceiling finishes. where bullnose
concrete block corners occur, proviae preformed closers to
match edge molding.
K. Fit acoustic lay -in panels in place, free from damaged
edges or other detects detrimental to appearance and
function. Lay directionally patterned tile one way with
pattern parallel to shortest room axis. Fit border units
neatly against abutting surfaces.
L. Install lay -in panels level, in uniform plane and free
from twist, ware, and dents.
m. Install hold-down clips on all lay -in panels to hold such
panels tight to grid system where within 240 ft of an
exterior door.
3.40 2 ADJ US 1111 ENTT
A. Adjust any sags or twists wnicn develop in the ceiling
system and replace any part which is damaged or faulty.
END OF SEC` iON
Section 09510
(3)
61,C-IiOb. 09650
RLSTLIE&T FLOORItLG
PART I G66ERAL
1.,j i aVGRK .INCLUUED
A. Pr=_paration or' substrate surfaces.
B. Application of vinyl composition tile.
C. Application of ruaber base.
%,. Cleaning of all surfaces and areas of work.
L.02 RELATED .FORK
A. Section U3UU1 - :;oncrete : Finish trowelling of floor
w1ab.
6. Section 09260 - Gypsum Board Systems.
C. Section 09686 - Carpet
1 . J3 Rr;r'ER.vti,i;;;
A. FS S6-1`-312 - rile, r`loor: Asphalt, Ruober, vinyl, Vinyl
C0111;0o61 tl0n.
S. Fo L -F-455 - Flooring, Vinyl Plastic.
C. FS 66 -A -4U - "all mase: Ruuber and Vinyl Plastic.
1.04 SUt N111'1'ALS
A. Subcait shop drawings and product data undar provisions or
:;action U13ii0.
B. describe floor pattern, scaled design, color of various
materials, and location of floor accessories.
C. SuriMit sam.plas under provisions of Section 01300.
U. Include duplicate 3 x 3 inch sized samples of aach
flooring material, color, and pattern selected.
1.05 ENVIRONMr;NTAL REQU1«EMENI' 6
A. t�,iaintain minimum 7U degrees 1' (21 degrees C) air
tat iperature ,at flooring installation area for three Uays
prior to, curing, and for 24 ;lours after installation.
SECTIO" 09650
(1)
B. atom L'lOCr.La, ,natarials in lr�a of application. Allow
t lrpe J.a'y.: L*or material to reac,Z equal temperature as
area.
C. uellvar aii:A :tore all requir=a base to those areas of
collstruction at Lease 24 curs ue ore installation. This
:rill allow ^.e ba: e to rDiiysically Conform to room
telnoaratur�-, oacore ir►stallation. -
1.06 EXTRA 6101Cn
A. Deliver jU s-4 ft ut eaca color and pattern of door the
iLiatearial re,suirau tor project, for tiaintenance use.
b. C1.early identity aaci-i box or roll.
PART 2 PROJUCl'S
2.01 ACChr1!At5 6,ItiLWr'AC'1'URzRS
A. Az.-ocK.
c. Tarkatt .
C. Suustitutions: UnJer provisions of Section 01600.
2 . U2 yCCEPTkSLG mi�,,,JFACTURCRS
A. Rop,?a .
B. Suuti; ULiolls: Under. orovi :ions of section 0i''000.
2.u3 r'uOOK COVERli\G LvItA'fLK1ALb
A. Viclyl 'c,iiposition 'rile: 12 x 12 irlciles size x 1/3 inch
t licit; color selected oy Arc;litect/-n.;irleer.
2.U4 BASE .+,ATERLAL6
A. masa: Corlrorminy to FS SS -w -4J, Type t rubber; too set
coved, qi lncil-as 111<jil , 1/ti l:lcn tllic i, color select'eu,
manufactured by Aor)po Ruover.
3. Feature Strips: Ja;.ie material and t',lickness ,as aujacent
caoric, 2 incnea wide, in color selected.
SECTION 09650
(2)
;r -
2 .06 eLOUR (. JVt Ri.vG A�:I:�SSURIES/Aiul]L'SiVi:;i/SEE�LGE?S
r A. Sura-r'loor Filler owhite premix latex, illia with grater to
?roauca calaernttous paste.
C. Prictiers ani Adhesives: Y�aterprcot; of types recommended by
resilient looring manufacturer for specific material.
A- D. Sealer and ;vax: Type recommended by resilient ;=looring
s i,latarial riianatacturer for nlaterial type and .Location.
2.07 $l�aL �CCi;55OKt :;/ACriE5IV 5/ LALr;E�s
A. adhesives: vtiaterproo ; of types recoui►netide d by rubber
oase manufacturer for specific material.
PART 3 E XEC'UTION
3. J1 ILvSPEC:'TION
A. Ensure floor surfaces ara smooth acid flat with maximum
variation of 1/0- i.ricn in 10 feet 00
8. insure concrate floors are ;fry (maximum 7 percent moisture
corltent) and axhibit negative_ alkalinity, caroonization,
or aujting.
3.02 PREPkRA'TION r'LOOR COVE.R.L VG
A. ReiaovL sub -flour ridges and bumps. rill low spots,
cracxs, joints, noles and ether detects with sub -floor
tiller.
B. Clean floor and apply, trowel and float tiller to leave
ti►;lootii, flat hard surface. Prohibit- traffic until filler
is cured.
3.03 PREFARAT.[06 BASE
A. Clean a►id rainove ::ill arywall dust, dirt, oils and any
other substance froia the plastic covered ;ypsunl board
before applyi:,g base adhesive.
3.03 1itiSTALLATIOw - FLOORIt4G
A. Open floor the cartons, enou(ja to cover each area, and
infix tile to ensure ,naue variations do not occur within
any one area.
" B. CleaLi ;3aostrate. Spread cement evenly in quantity
i recowiiiaadaa by nlanu sourer to insure adhesion over entire
area of instaila-Zion. Spread only enough adhesive to
.■+ parmi't installation of flooring b -afore initial set.
J!✓(:'I'lUi� 09630
., (3 )
F
t
C. Set flooring in ;dace, :) ress wli til heavy roller to ensure
lull adnesivt1.
D. Lay :louring with joints ana seams parallel to ouildiag
line: to produce syminetrical file pattern.
.l. InzLcall wit -ti [-linimuin tyle wiutii 1/2 Lull ziize at room (D.-
area
rarea witn 1pattern grain alternating witli
aujacauc. unit ti) produce basset weaves pattern.
F. Terminate resilient flooring at centerline of door
o,)enings where adjacent floor finish is dissimilar.
G. install edge strips unprotacted or exposed edges where
r"loorirny terminates.
H. Scribe flooring to walls, coluicuis, cabinets, floor outlets
an:z other ap,)urteriances to proauce tient joints.
t. install floorinj is pail type floor access covers. lviaintain
floor patt,�.rn.
.7. In:,tall feature strips anu floor i;lar.lings where indicated.
r'it]oints tl-htly.
3.0
A. Fit joints tiyiic and vertical. hiairitain minimum
measurement of id incaes ba-tween joints.
6. t�iiter internal corners. use preluolded sections for
external corner:: and exposed ends.
C. In6tall bate on solia oackiag. Adnere tightly to wall anti —
f poor ;61r: aces .
D. Seriaa anu rit IL --o door Zrames anti other obstructions. r
SLS' 10rq 0965U
(4)
ENO OF SECTION
09630
P"
'i.
Install str.1191ic and level to variation of flu% or riirius
i/d mien ov`r lu feet
3. US
PRui E;Cl'.iUvv - r'LUUi2I.v;;
POO
A.
Prohioic traffic giro& floor linistli ror 48
hours after
la�tai iacion.
PM
3. o6
i3A,)E
A.
Prohibit any contact with mase finish for
4 hours after
installation.
3.07
CLEAivING
r
..
A.
Remove excess adhesive rrom floor, base,
and wall surfaces
without ijaoatiJE .
?~
B.
Clean, zeal, anU wax floor and base surfaces
ii accordance
With tLianufac:turer's instructions.
ENO OF SECTION
09630
P"
at(-'l'Woo UtiyUU
PIAI NI1'I AG
PART 1 Ghivr,AAb
1.0.1 sNORR iNCLUDGu
A. Prepare surfaces wnicn are to receive rinisn.
.d. I'inisn surfaces as indicated in schedule at end of this Section.
C. Spot prima all exposed spot welds with scheduled primer.
D. Prime the tactory primed metal & spot welds with approved primer as
schadulea attar "C" has been completed and dry.
E. Items to be painted shall include the following:
a. All pipe columns r
b. All areas under crosswalcs and covered walkways
C. All ouilding fascias
1.02 C40CAUP
A. betore proceeding with paint application, finish one coinplete
aurfaca of each color scnenie required, clearly indicating selected
colors, iinisn texture, materials, and workmanship.
ts. IL approved, sample area will serve as a minimum standard for work
tarouyliout bailding.
1. J3 jiltS�ti11'1`'1'riL.�
A. Coiors to be selected oy Ownar rapresentive prior to commencement
or York.
1.04 UELIVLRY, &PDXNGE AL,,) HA(%ULIVV
A. Deliver paint materials unuer provisions of Section 01600 in
sealed original labelled containers, bearing manufacturer's
name, type of paint, brand name, color designation and
instructions ror mixing and/or reducing.
b. Provide adequate storage facilities. Store paint materials at
minimuni ambient tempature of 45 aegraes F in well ventilated area.
C. 'fake precautionary measures to prevent fire iiazards and
spontaneous combustions.
Section 0'9900
1
r-•
1.05 bNVJ-ROi Ei,,TAL REQUTAEPIENT6
A. Ensure surface temperatures or the surrounding air temperature is
above 40 degrees F before applying finishes. Minimum application
'temperature for late; paints for interior work is 45 degrees F and
5U degrees F for extarior work. Minimum application temperature
for varnish finishes is 65 degrees r
8. Provide aaequate continous ventilation and sufficent heating
facilities to maintain tempatures above 45 degrees F for 24 hours
be ore, during and 48 hours after application of tinishes.
1.06 EXTRA STOCK
A.
Leave on premises, where directed by Construction Manager not less
than one gallon at each color used.
Containers to be tightly sealed and clearly labelled For
identification.
PART
2 PRODUCTS
2.01
ACCtP'1ABLE PIALWFACTURLRS
r
A.
iielly-Moore Paints
B.
Substitutions: Unuer provisions or Section 01.600.
2.02
ViATERIHLS
.o.
A.
Paint; `i'ype acid grand listed herein or equivalent products
manufactured by Kally-Moore, approved by Coristruciton Manager.
PART
3 L•'XECUY'tO,,v
3.01
IiVjPt:C ,1'1Oid
,.�
A.
Thorougnly examine surfaces scheduled to be painted prior to
commencement of work.. Report to Construction ifanager, any
condition that may potentially aftect proper application. Do not
commence until such daiects have been corrected.
B.
Correct detects aria deticiencies in surfaces which may adversely
affect work of this 6ection.
a
3.U2
PROTECTION
r.
A.
Adequately protect other surfaces from paint anti damage. Repair
da+nage as a result of inadegaute or unsuitable protection.
5EC'VION 099j0
2
S. Furnish sufficent drop clothes, shields and protective equipment
to prevent spray or droppings from fouling surfaces not being
pain tau and in particular, surfaces within storage and preparation
area. —
C. Place cotton waste, cloths and material which may constitute a
fire hazard is closed metal containers and remove daily from site.
D. Remove electrical plates, surface hardware, fittings and
fastenings, prior to painting operations. These items are to be
carefully stored, cleaned and replaced on completion of work in
each area. Do not use solvent to clean hardware that may remove
permanent laq uer finish.
3.03 PREPARATlJN
A. Remove mildew, by scrubbing with solution of tri -sodium phosphate
and bleach. Rinse with clean water and allow surface to dry
completely.
B. Remove stains from concrete and concrete block surfaces caused by
weat-haring of corroding metals with a solution of sodium
metasilicate atter Being thoroughly wetted with water. Allow to
dry thoroughly. _
C. Remove grease, rust, scale, dirt and dust from steel and iron
sari:aces. Wnere heavy coatings of scale are evident remove by
wire brushings, .sandblasting, or any other necessary method.
Ensure steel surfaces are satisfactory before paint finishing.
D. Clean unprimed steal surfaces by washing with solvent. Apply a
treatment of phosphoric acid solution, ensuring weld joints, molts
and nuts are similarily cleaned. Prime surfaces to indicate
detects, if any. Paint after defects have been remedied.
E. Sand and scrape shop primed steel surfaces to remove loose primer
and rust. reacher out edges to make touch-up patches
inconspicuous. Clean surfaces with solvent. Prime bare steel
surfaces.
SWTION 09900
3
r-
r
F.
gripe oit Aust acid grit from miscellaneous wood items
y
prior to pruning. Spot coat -hots, aitch streaks, and sappy
sections with sealer. Fill nail holes anis cracks atter primer has
,..
drieu and sand between coats. Back prime interior
woodwork.
3.0
APPLICA110A
A.
Apply each coat at ?ropar consistency.
f
B.
Sand lightly between coats to achieve required finish.
l
C.
Do noc apply finishes on surfaces that are not sufficiently dry.
D.
Allow each coat of finish to dry before Following coatis applied,
unless directed otherwise by manufacturer.
0.05
CLEANING
A.
As work proceeds and upon completion, promptly remove paint where
,.�
spilled, splashed, or spattered.
B
During progress of wort: keep premises free from any unnecessary
accumulation of tools, equipment, surplus material, and debris.
r`
C
C.
Upon completion of work, leave Premises neat and clean, to the
satisfaction of Construction Manager.
r
3.06
PAINTING AND t- INISHING0 SCHEDULE (EXTERIOR)
Attached
Section 09900
4
TTU ENG PAINTING & FIN SCH
3.08
PAINTING
AND FINISH
SCHEDULE
- INTERIOR Written around
Kelly Moore Products
PRODUCT
ITEM
COAT NO. S
TYPE
0
NAME
REMARKS
INT - A
INTERIOR STEEL
FINISHES
(SGE) PREVIOUSLY PAINTED
1
Surface cond.
Paso
Clean Surfaces
2 & 3
AMA Semi -gloss
1630
Kel-Cote Alkyd Semi -gloss Enamel
Enamel
INT - B
INTERIOR WOOD
FINISHES
(SGE) - PREVIOUSLY PAINTED
Same as Int - A
INT - C
INTERIOR WOOD
FINISHES
CL. - NEW UNPAINTED
1
Sandino Sealer
22
Satin Pro -Plastic Clear Pol urethane
50% Polyurethane
500/6 Turpentine
2 & 3
Polyurethane
22
Satin Pro -Plastic Clear Polyurethane
100% Polyurethane
INT - D
INTERIOR WALL
FINISH
(SGE) - PREVIOUSLY PAINTED
1
Spot Primer
970
Ac -Plex Vinyl Wall Sealer
S t Prime over Repaired
Areas
2
Surface Cond.
Paso
Clean & Condition Surface
3 & 4
Semi- loss Enamel
1630
Kel-Cote Semi -Gloss Enamel
INT - E
INTERIOR WALL
FINISH
E.E. - PREVIOUSLY PAINTED
1
S otPrimer
970
Ac - lex Vinyl Wail Sealer
Sot Prime over
recaulked areas
2
Surface Cond.
Paso
Clean & Condition surface
3 & 4
Eggshell Enamel
1620
Kel - Cote Eciashell Enamel
INT - F
INTERIOR WALL
FINISH
EE - NEW UNPAINTED
1
Primer
970
Ac - lex Vinyl Wall Sealer
2 & 3
Eggshell Enamel
1620
Kel - Cote Eggshell Enamel
INT - G
INTERIOR WALL
FINISH
SGE) - NEW UNPAINTED
1
Primer
970
Ac - lex Vinyl Wall Sealer
2 & 3
Semi -gloss Enamel
1630
Kel-Cote Semi -Gloss Enamel
INT - H
INTERIOR WOOD
FINISH
SV - NEW UNTREATED
1
Stain
2152
Stain -Rite Interior Wiping Stain
2
Sealer
2163
Fill -N -Finish Clear Sealer
3 & 4
Eggshell Varnish
40
E-ogshell Varnish
INT - I
INTERIOR WOOD
FINISH
SP - NEW UNTREATED
1
Stain
2152
Stain -Rite Interior Wit)lno Stain
2
Sanding Sealer
22
Satin Pro -Plastic Clear Pol urethane
50% Polyurethane
50% Turpentine
3 & 4
Polyurethane
22
Satin Pro -Plastic Clear Polyurethane
100% Polyurethane
Page 1
SSC'1'IO�� '10196
i106PITAL CUBICLES
PA RT 1 GE"ERAL
i . J 1 "ORK livCLUJED
A. Overhead metal curtain trace and rollers.
B. Curtains.
PON 1.J2 RELATEU WORK
A. Section 06500 - Metal Fabrications: Above ceiling
.. supports for track.
i3. Section U9510 Suspended ceiling system.
1. 03 tZEF ERENC-ES
A. Underwriters Laboratories, Inc. - Flammability Test 214.
1.04 SUBMITTALS
A. Subedit shop drawings under ,)revisions of Section 01300.
B. Indicate plan view of curtain track, hangers and
suspetisioci ;points, attachment retails, schedule of
Curl:lin SiZe;i.
C. Suomit saiaples under provisions of Section 01300.
D. Suomit 12 inCLI length oz curtain track including typical
Splice and wall and ceiling hanger and escutcheon.
E. Suomit 12 x 12 inch saiaple patch of curtain cloth with
representative hem stitch detail, heading with
reinforcement, carrier attachment to curtain header.
PART 2 PRODUCTS
2.01 i•1,kTERikLS
A. Track: Extruded aluMinum sections, one piece per cuoicle
track- run, sized to support ,Moving luaus, su=ficiently
rigid to resist v.isiole deflection, mill finisn, as
,manufactured by ADC of Allentown .Perin.
B. Track gnus: Positive stops of plugs to fit tract:
axtru.;lon.
SECTION 10196
1
C. suspension Mous: Tuoular aluminum sections, sized to
accept loaa6 imposed, :iollov to receive attachment fro,n
track anu -ailing support.
D. Escutcheons: A1urni�IuM or plated steel, finish to match
track and rocs.
E. Carriers: Nylon roller to accurately fit .track, designed
to eliminate oind whin curtain is pullea, fitted to
curtain to prevent curtain removal.
F. Curtain: Close weava cotton, sanforized and preshrunk,
flame proofed to UL r'lammability Test 214.
2.02 F1ti16d
tk. Exposed Aluminum Surfaces: Clear anodized finish. _
b. C:urcain: Coior selectee trom manufacturer's standard
range.
2.03 r'ABRIC-gTWI\�
A. :-:anufacture curtains of one niece sized to 10 percent —
PA!iiaiuin wider than track length. Extend curtain to 15
ic7cries from Lloor.
b. Curtain heading oc triple thic.:cness 2 inches wide, with
button noles for carriers o on center, oottom hem 2
inchas wine. Lockstitch in two rows all seams. 'Turn
eager.
C. Faoricate tracxs with oenus of 12 inch raciius, without
deLorrning tract': section, or impeding movement of —
carriers.
PART 3 LXECUTI0iti
3. U Iw6TALLAT 1ON
A. Install curtain trace secure and rigid, true to ceiling;
line. krach: support vertical test load of 50 lbs
without viEiQia aeflaction of track or damage to
spa?ports. Oo not suspend tract- from suspended ceiling
syUteln.
B. Instail curtains on carriers ensuring smootii operation.
ENO OF SECTION
Pak
SEC LON 10441
DOOR S1GNAGE
PART 1 GENERAL
1.01 HORK INCLUUEU
A. En4raved signage for doors lister herein.
B. Uouola sided tape for attachment.
1.02 RELATED WORK
1.03 SUB&l•1TALS
A. Submit shop drawings under provisions of Section 01300.
B. Provide listing of sign types, lettering anis locations, to
be attacnea along with overall dimension of each sign.
C. Suucnit samples under provisions of Section 01300.
U.
Provide ona full size sample sign, of type, style and
color speciried including meti7od of attachment.,
i.J4 UELIVERi
A. Package separately or in like groups of names, labelled as
to naules enclosed. include inztallation template,
hardware or adhesive specified and installation
instructions.
PART 2 PRODUCT6
2.0i t-CCEPI'ABLE MkCidFACI'URERS
A. Andco .
B. Best.
C. substitutions: UaJe-,r provisions or Section J1600.
2.01 TiPE
A. oigns to be engraved plastic laminated type complete with
adhesive attacciment ror mounting.
2.03 MATERIAL
A Signs: Lamiaateu colored plastic; cora color contrasting
'Co exterior lace color; total thickness 0.125 inch x 2
-inches wine. Leccering engraved 'through face material to
expose cora.
B. Colors: ivory
2.U4 , Lr;1TERiiiG
A. Size ana Style: One inch hi -a upper and lower case
Micrograin►na type.
B. Colors: Blue
PART 3 EXECUTION
3.01 IoSTALLATIOw
A. Install si.jns atter doors surfaces are finished, in
location:: directed by Arclaitect.
B. install centered and level, in line, iii accordance with
the manutaccurar's instructions.
C. Clean aLld polish.
r ivll OF SiCIT104
iU441
t
SECTION 15LUO
i<1EC;dANiC.HL GENERAL
PART i - GtNLRAL
.. 1.01 .Every cont-ractor shall oe responsiole for all nis work fitting into
place in a satisfactory ana neat manner in every particular to the
approval of the Owner.
1.02 Confer with the Ganeral Contractor and other Contractors regarding
the location and size of pipes, equipment, fixtures, conduit,
ducts, openings, switches, outlets, etc., in order that there be
no inter erences between the installation or progress of the work
of any Contractor on the project: The Architectural Drawings
shall take pracadance over the mechanical or Electrical Drawings.
1.03 The Mechanical and Electrical ,drawings are diagrammatic and shall be
followed as closely as actual construction of the building and the
work of other trades will allow. All changes from Drawings
necessary to ,nake the work of each Contractor conform to the
building construction and the work of other trades shall be done
at the appropriate Contractor's expense.
1.04 Should any Didder consider that any requirement of these
SL-Mcif ic-loons and drawings will make the effective operation or
aay ?ortion or the whole installation impossible, he must describe
in nis bid cilani jas he deems necessary. Failure to do so shall be
considered a-- an a-3reement on 'ciia part of the bidder to guarantee
the ettective operation of tha i:istallation.
1.05 All aquiprnent shall be installed complete with all necessary
fittings, supports, accassories , etc., as necessary for a complete
installation, providing the uesirea turnction. All equipment shall
Ae installed in accordance with manufacturer's recoaunendea
Procedure unlaso specitically stated otherwise.
1.U6 c,-otiling in these specifications or drawings shall be construed as
directing any contractor from deviating from any legally binding
code or ordinance.
PART 1 SUBMITTAL SCHEDULE
2.01 [viecrianical submittals shall follow the following format:
f A. Suoinittals shall b� assembled in plastic 3 -ring bindz�r.
B. Tabs should be provided for each specification section whether
submittals are required for that section or not. Sections which
require no submittals shall have tine single page inserted which
reads "NO 5UB&I:'1TALS Rr,2U.IRED".
C. Each tab snal.l display the app
ro�3riate specification section
nuulber .
D. Suoatittal information shall be organized within each tabbed
section is the same order as in spec section.
SLC'TIOw 151OU
(1)
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PART 3 OT.i Li'1! 1 E6
3.01 Contractor snall prior to bid familiarize himself: with site
conditions; costes and regulations in effect at project
location; local utility coil,,
�any policies regarding service
connections or adjustments. r
4. Contractor snail include in his bid fees required for:
1. Permits and Inspection of Local Authorities.
2. Service Connections or Adjustment related to ;mater, --
Sewer or Gas services.
3. Meter Installations, manifold Modifications,
ditching and cofa.3acted backfill required by Utility —
Comoany(ies) out excluded in their policy(ies).
4. Patching and Replacement of finished surfaces
aiiected oy utility connections including, but not
limiteu to streets, euros & gutters, sidewalks, —
allays, roads, parking lots, building foundations,
and other utilites.
3.02 Contractor's insurance certificate shall indicate current
underground liability insurance.
PART 4. OPr:evINUGS AND 6LEEVE6 IN CONSTRUCTION
4.01 most op�ninas required in wall, floor, roof, ceiling, etc.,
construction for &echanical and Electrical work will be provided
by the General Contractor in accordance with information furnished
by the mechanical and Electrical Contractors. All sleeves,
inserts, forms etc., required for openings shall be furnished by
the Contractor requiring same. -Phe mechanical and Electrical
Contractors shall be responsible for their size, fabrication and
location. Installation will be by the General Contractor. whare
new work has been installed previous to such request, the General
Contractor will do the necessary cutting and patching at the
ex,nense of the mechanical and Electrical Contractor.
PART 5. EXCAVATIOei AND BACKiILLING
5.01 Each Contractor shall do all excavation sheathing, bracing, and
backfilling required for the installation of any and all parts of
his respective work. -Each bidder ::hall visit the premises and
detarinine the tor himself, at itis own cost, by actual observation,
boring, or other means, the nature of the soil condition.
Excavation in solid rock or in ground water conditions shall be
done at no increase in contract price.
5.02 Piping, conduit, etc., shall be oadded firmly and eontinously on
undisturbed earth (or sand or pea gravel whera specified or
required). where piping has cells, excavate deeper at same.
Section 15100
(2)
5.U3 Where the :excavation is in rock, ashes, cinders, refuse or other
unsuitable materials, snake the trench 6" deeper and 12" wider than
requireu kor the piping and backfill with approved sand or pea
gravel 6" dae?. In these areas provide 6" sand or pea gravel
backfill around entire perimeter of pipe, conduit, etc.
5.04 Maintain all trenches and excavations free of standing water. Do
not oacktill any trench until pressure tests have been completed,
the joints and pipe have been found to be water -tight, and the
Architect, Plumbing Inspector, etc., have approved sane. Backfill
all trenczes in 8" layers and compact by tamping and
compactions. Backfill material shall not be frozen.
5.05 Backfill for the first 12" over piping, etc. shall be placed by hand
and carstully tamped.
5.06 Use said or pea gravel fill for trench backfill underfloors,
parking lots, walks and drives. Backfill any over -excavation to
proper level with sand or pea gravel, thoroughly compacted. Where
pipe must be laid in backfill of other construction, remove same
to undisturbed earth and backfill with sand or pea gravel to
proper level.
5.07 Surplus earth may be used for oackfill in yard areas of project upon
approval of owner. No cinders, ashes, wood, large rocks, concrete
•� or ueoris will be allowed in the backfill. Surplus excavation
material not needed for backfill or elsewhere in the site shall be
promptly removed from the site by the Contractor.
5.j6 Provide adequate barricades, construction signs, torches, red
lanterns, guards, etc., as requir-ad during the progress of the
excavation work. Observe all applicable regulations respecting
safety provision, sheathing, barricades, etc.
5.09 Protect utilities, treed, shubbery, fences, poles, sidewalks, curbs,
�.,
and .all other property and surface structures from damage. any
items which are disturUed shall be restored by the Contractor at
his own expense.
POO
S.lU whanev:er excavations are made through streets, lawns, sidewalks,
parking areas, curbs or other finished surfaces, replace such
surfaces with material to match existing surfaces approved by
proper authorities, including reinforcing steel where required.
All cuts shall be neatly done with saws, etc.
5.11 whenever excavations are made through the existing grassed areas,
contractor shall install sod to ;patch existing.
5.12 Before beginning excavation work Contractor shall contact utility
companies .and request that they locate and stake buried piping,
wiring, etc. Such piping, wiring, etc. shall be exposed by nand
excavation prior to the use of power equipment.
bECT1ON 151aU
(3)
PART: 6. i�IE,CAA1viCAti-GLEC'ILt ICAi. COOrtulaATION
6.01 Unless otherwise specitied tiie Electrical Contractor will furnish
and install all conduit, wiring, disconnects, starters, thermal
overload heaters, aolding coils, remote pushbutton stations,
hand -Ott -Auto and multi-speeu switches, and pilot lights for all
electrically operated mechanical equipment, including final
connections leaving items ready for operation.
6.02 Where starters are an intergral )art of the equipment the Electrical
Contractor shall furnish and install all wiring and make all final
connections leaving items to the line side of the starter or _
disconnect device. All wiring beyond this point shall be by the
mechanical contractor furnishing the motor.
6.03 Tna Mechanical Contractor shall provide all control devices such as
tnermostats, pressure sensors, humidistats, etc. associated with
the mechanical equipment and shall install those items which due
to their method of operation must be connected or integrated into
the equipment. Items not attached to mechanical equipment, duct
or piping snail be installed by the Electrical Contractor. All
wiring for mechanical control shall be provided and installed by
the Electrical Contractor, regardless oC who installed the device.
Control diagrams shall be provided oy the Mechanical Contractor.
6.04;ach Contractor shall consult with the Electrical Contractor, before
ordering or installing equipment, to coordinate the motor,
starter, holditig coil, overload, interlocks, etc. and shall be
equally responsible to insure that the equipment installed is of
proper size and type.
6.i1:)' After wiring is completed by the Electrical Contractor, each
Mechanical Contractor shall inspect the appropriate wiring before
motors are operatea. if any descreuencies are discovered the
i4achanical Contractor shall notify the Oeiner in writing. The
Owner shall arrange to have the changes mads as required. After
any required changes are complete, the Mechanical Contractor who
furnished the motor :;hall assume co,npleta responsiblity for motor
protection during the warranty period including initial startup of
each motor.
PART 7. CONCRETE WORi< AND -PADS
7.01 All concreting, reirirorcing and form work necessary in connection
with tine construction of pa:Is and the concreting around ducts or
raceways shall oa provided by the mecnanical or electrical
contractor, as appropriate. Rerar to Archicactural sections Cor
concrete forms, materials, and other requirements.
3E.CTiOw 13100
(4)
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PART 3. (-iA1v4TELNAn4CE MANUAL
8.01 Furnish for approval two complete Maintenance .Manuals for all
materials anLt equipment. Each manual shall include:
Approved shop drawings
:Viring diagrams
'•+ Operating instructions
Lubrication instructions
.Maintenance instructions
Parts list
Test reports
8.02 Each manual shall be 8 1/2" x 11" and bound in a 3 -ring binder.
Provide tabbed dividers labeled with the above divisions.
PARI' 9. OWNER iNSTRUC'i'10i\
9.01 Each contractor shall instruct the Owner's representative in the
operation and maintenance of each system. Instruction periods
shall include as a ,ninimurr, of 2 visits of 8 hours per visit.
'Phase visits shall be at the convenience of the Owner. Submit a
letter signed 'by the Owner certifying satisfactory completion of
instructional activities.
PART 10. FINAL INSPECTiO►ti
10.01 Final inspection will be made only after the Contractor certifies
.. in writing that the wort: is 100% complete.
Pao 1U.02 An inspection report describing incomplete/or unacceptable work
will ne prepared. This will oa reviewed with the Contractor at
tine project site.
IU.U3 After the incowplate or unacceptable work is lUU% corrected the
contractor small so certify in writing to the Owner.
PART 11. PROJbCT CLOSEOUT
11.0i Tha following r`quiremants must be fully completed before the final
application for payment will be accepted or approved.
Final inspection performed and all corrections made.
Submittal of :
t '�Iaintanance manual
Owner instruction certification letter
Equipment warrantees
written receipt for all loose items.
END OF' S1 C'i'I0N
SF,C111ON 15100
(5)
SECTION 15410
PLUMBING PIPING
PART 1 Gti�l;rtAL
1.01 �yOith i�rCLUuF,u
A. Pipe and pipe fittings.
n. VaV?S.
C. Sanitary sewer piping system.
D. Domestic water piping syste,n.
E. Storm water piping system.
i. i`acural gas piping system.
1.02 RELATED WORK
y. Section 02222 - Excavation.
B. Sectioon 02223 - Lackrilling.
C. Section 02225 - Tr3nching.
D. Section 09900 - Painting.
L. Section i5140 - Supports and Anchors.
1.03 REFERENCES
A. ANSI/A6tvlt; 616.3 - lvialleaole Iron Threaded .Fittings Class
150 N6 3uU.
B. ALySi/ASML 616.23 - Cast Copper Alloy Solder Joint Drainage
Fittings - uwV.
C. ANSI/ASivIE 616.29 - Vtirought Copper and ovrought Copper Alloy
Solder Joint Drainage Fittings - DWV.
D. ANSI/A6ME Sec. 9 - Yveldiag anti Braziag Qualifications.
E. A 4SI/Aolei B32 - Solder Metal.
F. ANVS.I/AS'fi►l D2•466) - Poly (Vinyl Cnloricie) (PVC) Plastic Pipe
Fittings, Scnedule 40.
G. T'►vSI/F1.ri5 1)1.1 - Structural �velding Coue.
6
H.
ASTM A53 - Pipe, Steel, black and Hot-Dippeu Zinc Coated,
i
welded and 5ea►Aess.
I.
ASTM A74 - Cast Iron Soil Pipe and Fittings.
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J.
ASTil Ai2O - Pipe, Steel, Blac;. and Hot -nipped Zinc Coated
(Galvanized), :welded and Beamless, for Ordinary Uses.
K.
ASTc,�M 863 - Seamless Copper water Tube.
L.
AST,,,i B306 - Copper Drainage Tube (DWV) .
:K.
ASTM 0564 - RUDber Gaskets for Cast Iron Soil Pipe and
Fittings.
N.
ASTM U1785 - Poly (Vinyl Chloride) (PVC) Plastic Pipe,
Schedules 40, 80, and 120.
O.
ASTM D2241 - Poly (Vinyl Chloride) (PVC) Plastic Pipe
(SJIZ-PR) .
P.
ASTin D2513 - Thermoplastic Gas Pressure Pipe, Tubing and
Fittings.
�..
Q.
ASU-- D2729 - Poly (Vinyl Chloride) (PVC) Sewer Pipe and
Fittings.
A.
AS -LA 02855 - making Solvent -Cemented Joints with Poly
(Vinyl Chlorida) (PVC) Pipe and Fittings.
S.
AWViA 0601 - Standar, Methods for the Examination of water
►'"
and waste mater.
T.
C1SPI 301 - Cast Iron Soil Pipe and Fittings for Hubless
Cast Iron Sanitary Systems.
1.04
QUALI`1'Y ASSURAiNCE
A.
Valvas: 'Manuf'acturer's name and pressure rating marked on
valve body.
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B.
Welding Materials and Procedures: Conform to AS'ME Code.
C.
Welders Certification: In accordance with AN61/ArvS 01.1.
1.O5
SJBMI'1TALS
A.
submit product data under provisions of Section 01300.
B.
Include data on pipe materials, pipe fittings, valves and
accessories.
SECTION 15410
(2)
1.06 DEI,Ivj�RY, STORAGE, AigU hki Df iNG
A. Deliver product6 to site under provisions oi: Section
01600.
B. Store and protect products under ,provisions of Section
J16uU.
C. Deliver and store valvas in snipping containers with
labelling in place.
Pt�RI' 2 PRODuCfS
2.01 61iL41' kRI : 6"ER PIPI JG, BURIED BEYWiD 5 FEET (1500 mm) OF
Buli,Ul
A. PVC Pipe: ASTi,! D3033 or D3034, SUR 35. Fittings: PVC.
Joints: rAekv, -F477, elastomeric gaskets.
2.02 Say cLi'ARY 5E:ht11 PIPING, BURIED 5 r'EEP (15UU mm) OF
B J1LD1�4G
A. Cast Iron Pipe: CiSPt 301, nubless, service weight.
eittiags: Cast iron. Joints: Neoprene gaskets and
stainless steel clamp-and-shield assemblies.
B. Copper Tubing: B306, 1)WV. eittings: ANSI/ASME B16.3,
cast bronze, or. AL,46I/AS.�iE; 816.29, wrought copper. Joints:
AN61/r�6'11N 532, soldar, Grade 5013.
2.03 SAAj,rkRY SE; vER PIPING, ABOVE GRtwE
A. Cast Iron Pipe: USPI 301, hubless, service weight.
r'ittinys: Cast iron. Joints: neoprene gaskets and
stainless steel clamp-acid-shield assemblies.
2.04 tvATER PIPI,vG, 6ORiEu 6EYO1�1D 5 FEET (15UU mm) OF BUILUI,�G
A. PVC Pipe: ASTM D17J5, -Schedule 40, or ASTH D2241, SDR for
not less titan 150 prig pressure rating. Fittings:
Ai46i/A6rr1 U24iio, PVC. Joints: ASTM D2855, solvent weld.
SECTIOw 15410
(3)
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2.U5 wA'TER 6UR1EG WITHIN 5 FEET Ob' BUILDILiG
A. Copper Tubing: ASTel B68, Type L, sott roll. No joints
allowed under slab.
2.06 WATER PIPING, ABOVE GRADE
A. CopperTubing: ASTM B88, 'Type L, hard drawn. Fittings:
AaSI/A6ME Bi6.23, cast brass, or ANSI/ASME B16.29, wrought
copper. Joints: Af4SI/A61T:4 B32, solder, Grade 95TA.
B. Insulation: 1 1/2" fiberplass with vinyl jacket.
Preformed vinyl corners. Seal all joints in insulation as
recommended by manufacturer.
2.07 .S'T'ORM WATER PIPING, ABOVE GRADE
A. PVC Pipe: AST.yi D2729. Fittings: PVC. Joints: ASTM D2853,
solvent weld.
B. insulation: 1 1/2" fiberglass with vinyl jacket.
?reformed vinyl corners. Seal all joints insulation as
recowmandad by Ilia nuiacturer.
2.06 NATORAL GAS PIPING ,BURIED BEYOND 3 FEET OF BUILDING
A. Polyethylene Pipe: A6TLNI D2513, SDR 11.5. Fittings: ASTM
D2683 or A61M D2513 socket type. Joints: Fusion welded.
2.09 NATURAL GAS PI PI.,4G, BURIED WITHIN 5 FEET OF BUILDING
A. Steel Pipe: A&P& A53 or A120, Schedule 40 black. Fittings:
A6"1.yi A234, forged steel weiuing type, with ANSI/AwwA C105
.� polyethylene jacket or double layer, half -lapped 10 mil
polyethylene tape. Joints: ANSI/AWS D1.1, welded.
2.10 NAt'URAL GA5 PIPING, ABOVE GRADE
A
A. Steel Pipe: ASTM A33 or A120, Schedule 40 black. Fittings:
ANSI/A6ME 816.3, malleable iron, or ASTM A234, forged
r- steel welding type. Joints: Screwed for pipe two inches
and under; ANSI/Aw5 D1.1, welded, for pipe over two
inches.
,.. SECTION 1 410
(4)
2.11 FLANGES, UNIONS, AID COUPLINGS
A. Pipe Size 2 Inches and Under: 130 psig malleable iron
unions for threaded ferrous piping; oronze unions for
copper pipe, soldered joints.
B. Pipe Size Over 2 Inches: 15U psiy forged steel slip-on
Flanges for ferrous piping; bronze flanges for copper
piping; neoprene gaskets for gas service; 1/16 inch thick
preformed.
C. Grooved and Shouldarecax Pipe End Couplings: [Malleable iron
housing clamps to engage and lock, designed to permit some
angular de=lection, contraction, and expansion; "C" shape
composition sealing gasket; steel colts, nuts, and
washers; galvanized couplings for galvanized pipe.
D. Dielectric Connections: Union with galvanized or plated
steel threaded and, copper solder and, water impervious
isolation barrier.
2.21 BALL VALVES
A. Up to 2 Inches Bronze oody, stainless steel :ball, teflon
seats and stuffing box ring, lever handle solder ends.
B. Over 2 Inches: Cast steel oody, chrome plated steel ball,
teflon seat and stuffing box seals, lever handle flanged.
2.13 GAS COCKS
A. Up to 2 Inches: Bronze.bouy, bronze tapered plug.
non -lubricated, teflon packing, threaded ends.
B. Over 2 Inches: Cast iron body and plug, non- lubricated,
tetlon packing, flanged ends.
PART 3 EXECUPION
3.01 PRLPARIjWON
A. Ream pipe anal tube ends. Remove burrs.
B. Remove scalps and dirt, on inside and outside, before
assembly.
C. Prepare piping connections to'equipment with flanges or
unions.
SECTCON 15410
(5)
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1.VSTALLA`i'iOoi
A.
Proviae non-conducting dielectric connections wherever
jointing dissimilar metals.
B.
Route piping in orderly manner and maintain gradient.
�..
C.
Install piping to conserve building space and not
interfere with use of space.
D.
Group piping whenever practical at common elevations.
E.
Install piping to allow for expansion and contraction
without stressing pipe, joints, or connected equipment.
F.
Provide clearance for installation of insulation and
access to valves and fittings.
G.
Provide access where valves and fittings are not exposed.
H.
Slope water piping and arrange to drain at lova points.
1.
Establish elevations of buried piping outside the building
to ensure not less than 3 ft of cover.
J.
"here pipe support members are welded to structural
ouilding irataing, scrape, brush clean, and apply one coat
of zinc rich ,-)rimer to welding.
K.
Prepare pips_, fittings, supports, and accessories not
prefinishea, ready for finish painting. Refer to Section
U99U0.
L.
Establish invert elevations, slopes for drainage to 1/4
�,.
inch per toot minimum. viaiatain gradients.
M.
Excavate in :-accordance with Sections U2222 for work of
this Section.
N.
Backfill in accordance with Sections 02223 for work of
this Section.
0.
Install valves with stems upright or horizontal, not
i river teu .
-
SECT10,14 15410
(6)
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3
3.03 APP LiICAT ION
A. Use groovact machanical couplings and fasteners only in
accessible locations.
B. Install unions downstream or valvas and at equipment or
apparatus connections.
C. Install brass Male adapters each side of valves in copper
piped system. Sweat solder .adapters to pipe.
D. Install ball valves for shut-off and to isolate equipment,
part of systems, or vertical risers.
3.04 DIS1Nr'LCT1Oiv OF DOtviES'ViC WATER PIPING SYSTEM
A. Prior to starting work, verity systeia is complete, flushed
and clean.
B. Ensure PH of water to be treated is between 7.4 and 7.6 by
adding al:cali ( caustic socia or socia ash) or acid
(hydrochloric).
C. Injact disintectant, free chlorine in liquid, powder,
tablet or gas form, throughout system to ootain 50 to 80
mg/L resiaual. _
D. Bleaa water froja outlets to ensure distribution and test
for disinfectant residual at minimum 15 percent of _
outl:ats .
E. Maintain disintectant in system for 24.hours.
F. If final disintectant residual tests less than 25 mg/L,
repeat treat,aent.
G. Flush disintectant frocn system until residual equal to
that of incoming water or 1.0 mg/L.
H. `fake samples no sooner than 24 hours after -flushing, from
10 percent of outi.ets'and trout water entry, and analyze in
accordance with AwroA C601.
3.05 SERVICE COLtii�EcTloivS
A. Connect to site utilities as indicated on drawings.
ENE Or' SECTION
4
SECTION 155UO-A
PACKAGED EQ UI Pi-1EAT
PART 1
GENERAL
r+
1.01
DESCRIP` IOa OF WORK:
—
A.
Types or equipment required for this project include
the
following:
Rooftop heating/Cooling Unit
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1.J2
QUALITY ASSURANCE
A.
UL Co,ii.Dliance: Provide devices electrical components
which have
been l.isteJ and labeled by Underwriters Laboratories.
E3.
ANSI Couapliance: Co;oply with applicable provisions of
ANSI 1331.2
ruel GayPiging" .
C.
NEPA Compliance: Con;aly with requirements of NEPA 54,
"National
PM
Fuel Gas -ode".
D.
UL Listing: Provide exhaust ran bearing UL labels.
1 . i) 3 aU bMI I'ALS
A. Product data: Sut)mit inanfacturer Is specif ications, including
rateu capacities, weights and installation instructions.
b. wiring Diagrams: 6ubmit prouuct wiring diagrams clearly
indicating all requir:eo field electrical connections, to include
conn=ections between ditterent pieces of equipment.
C. ihaintanance Data: Submit maintenance data for each piece of
equipment.
SECTION 15500
(1)
PART 2 PROUbcTj
2. Ji G46 -FIRED ROOT'TOP HE:A`i'ING%COOLING UNIT:
A. General: Provide factory -assembled and testeu rooftop units as
indicated, desi:4ned for root or slab mounting, consisting of
compressors, conjeusers, evaporator coils, conaenser and
evaporator fans, refrigeration and tempature controls, filters
and cxa.npers. Provide capacities ana electrical characteristics
as scneauled.
B. Evaporator ran: Provide forward -curved centrifugal belt -driven
fans with aujustable sheaves and permanently luoricated motor
bearings.
C. Condenser Fans: Provide propeller -type, direct -driven Fans with
permanently lubricated bearings. --
E,. Coils: r'or evaporator and condenser, provide non-ferrous
construction with aluminum Elate tins mecnanically bonued to
sea:,iless copper tubes; with brazed tuning joints.
E. Compressors: Proviae serviceable, hermetic compressors, in
accordance with Lnanufacturer's published technical data. Provide
vibration isolators and crankcase beaters.
F. aaaty Controls: Provide the following controls, each designed
.or manual reset:
iow pressure cutout
�iigii pressure cutout
Compressor motor overlodU protection
G. heat exchanger: Provide manutacturar's standard construction for
gas-fired heat exchangers acid burners. Controls: Provide the
following controls:
Reaurndent gas valve
Intermittent pilot ignition
Elactronie Spark ingnition system
higa li.liit cutout
Forcea draft proving switch
SitiCTION 15500
(2)
1
I. Accssories: Provide the following accessories:
1. .Jail screens: fabricated to cover and protect coils from
r hail dainay e .
2. Thar,austat: Provida thermostat assembly for staged heating
anti cooling with manual changeover on standard subbase.
r
J. Provide factory -supplied roof cur:.
2.02 hvailiable Lmanfacturer: 5ub3ect to compliance with requirements,
provide rooftop units of one of the following:
Carrier Air Conditioning; Div of Carrier Corp.
Lennox Industries, Inc.
kcQuay Group, McQuay Perfex Inc.
Trane Co.
York; Div. of i3org-warner Corp.
Arcoaire
Substitution allowed under Section 01600.
PART 3 EXE:::U'P1Oi
3 . O.L I&S'1ALLA'I106 Or' Rooe'rop UwI'l'S :
A. In:I)action: Lxamine areas and conditions under which rooftop
heating ane cooling units are to ba installer:. Do not proceed
with wor'Nuntil unsatisfactory conditions hay.a been corrected in
i
manner acc::ptable to install..=_r.
J3. General: Install rooftop units in accordance with manufacturer's
�- in ,tallation instructions. Install units pluiab and level, firmly
anchored is locations indicated, and rnaintaia manufacturter's
reco.nrnen:ied clearances .
C. Support: Install units on curt.
D. Electrical ;firing: Install electrical devices furnished by
manufacturer but not specified to be .Factory -mounted. Furnish
copy of manufacturer's wiring dia<3ram submittal to electrical
cintractor.
E. Ductwork: Connect 6upply and return ducts to unit vritE-: flexible
duct connections. Provide transitions to exactly match unit duct
connection sizes.
ECTIO,v 1550U
(3)
3.J2 Gas Connect gas piping to unit gas train with shutoff
cocn and leg.
3.02 s'i'ARi'-UP :
A. start-up rooftop unit in accordance .with manufacturer's start -un
proceuures. jesc controls and demostrate compliance with
requiraments. Replac.a damaged or r:ialiunctioning controls and -
equi xnant . _
6. Prior to start-up, all equi��ment small be cleared, belts adjusteu _
and air filter installea. Saiaty and operating controls shall be
adjusted as necessary to place them in proper operation and
sequence.
C. startup equioment in accordance with manufacturer's startup
instructions. 'test controls and demonstrate compliance with
requirements. burner safety controls shall be checked by
si;aulatiag Hama failure in accordance with the :manufacturer's
instructions. Satisfactory operation of 311 heat -regulation
controls ana safety controls shall be demonstrated. _
ll. All de=ieiancies discovered in the course of performance testing
shall oe corr@CLeu on site, it oo6sible, or the aefective
device/com,ponent 60all oe replaced ana a new item installed. --
ilastifig s fall re:iume with equi,xrent repair or replacement..
END O� 5ECTiON _
bEC-111OLN 15500
(4)
SECTION 150600-A
LOW PRESSURE UUCIMORK
PART 1 GENERAL,
1.0i DEbC:RiFfIUN Oe WORK:
A. 'Types of lore pressure ductwork requirea for project include the
following:
Cooling/Seating supply an:i return air system
B. Uuctwor c components specifieu herein include the following:
r Ductwork r:aterials
Duct Accessories
Outlets and Inlets
1.02 QUALITY ASSURANCE
A. SMACi,,A Standards: C.o.nply with SMACi�A "Low Pressure Duct
Construction Stanaar:i" for fabrication and installation of logia
pressure duccejorr .
B. NF'PA Compliance: CoM.Oly with ANSI/N?PA 90A "Standard for the
Installation of Air Conditioning ana Ventilating Systems" and
A,tial/:vr'PA 9UB "Standard for the Installation of Karin Air Heating
and Air-Conuitioing Systems".
1.03 SUBMITTALS:
A. Product Data: Submit ma,iufaturer's specifications in
manufactures products and factory-fabricateu ductwork and duct
accessories.
B. Shop Drawings: Suomit diinensionea layouts of ductwork snowing
both tha accuratelyscaled ductwork and its relation to space
enclosure. Show mouifications of indicated requirements, made to
conform to local shop practice, and flow those modifications
ensure that free area, materials and rigidity are not reduced.
C. Recora Drawing: At project closeout, submit record drawings of
installed ductwork, duct accessories and outlets and inlets in
accordance with requirements of Division 1.
D. Product Data: Submit manufacturer's data on outlets and inlets
including the following:
,cheiaule of outi`ts ana inlets indicating drawing designation,
roori location, number furnished, model numuer, size and
accesburies.
Data street for eacrl tyre of outlet and inlet and accessory
furnished; indicating construction, finish and mounting
detail.
Performance data for each type of outlet and inlet furnished,
incluaiag aspiration ability, tempature and velocity
traverses, throw an 'I drop, and noise criteria ratings.
"• Indicate selections on data.
PARI` 2 PRODOC T6
2 . U1 DuC'I' ,Ut) ri r ATP RiAL6
A. E:xposea Ductwork vlaterials: where ductwork is indicated to be
exposea to view in occupied spaces, .roviae materials which are
rae .trouj vi .Dal imperractions including pitting, seam marks,
roller marks, oil canning, stains an -d discolorations and other
incluuing tilose which would impair painting.
B. Sheat Metal: Except as otherwise indicated, .fabricate ductwork
from galvanizewd sheet steel complying with ANSI/ASTM A 527,
locktorming :quality, with Ai�S1/ASTZSi A 525, G90 zinc coating; mill
phospiiatizeu tar exposed loacations.
2.02- Mi iCELLANEOU5 DUC'PvvORAK LKATE;RI.ALS
A. Duct Liner: Fibrous glass, complying with Thermal Insulation
Manufacturar i hsLiociation (P1MA) AOC-lUl; of thickness indicated.
13. Duct Liner Adhesive: Comply with Adhesive and Sealant Council,
Inc. (ASC) A.,C:-A-7UU1.
C. Duct Liner Fasteners: Cowply with Sf,,1ACNH Mr' -1.
D. Duct Sealan`: Von-nardening, lion -migrating inastic or liquid
eiastic sealant (type applicaole for zaorication/installation
detaii) as cotapounu_ad anu` recommended by manufacturer
specirically for sealing joints ana seams in ductwork.
E. Ductwork Sup?ort &Iaterial. : Except as other4ise indicated,
provid_- hot-.iij3pea galvanizeu steel tasteners, anchors, rods,
strapes, trim and angles Lor support of ductwork.
2.03 UUCTAORri MERiC:AT10iu
A. 5ho;) .tabricate ductwork iii 4, 3, 10 or 12 -root lengths, unless
oth:erwi::e indicated or required to complete rubs.
b. 5hoi3 fabricate ductwork of gages and reintorcement complying with
6LVIACOA "Low Prassura Duct Standards -5th Edition".
C. Fabricate duct fittings to match adjoining ducts, and to co,rtply
with duct requiremencs as a plic.able to fittings. Limit angular
ta�)e.rs to 30 deg. for contractii;g tapers anti 20 deg. for
expanding tapers. ralze square elbows having 4 gores(90 deg.) or 2
gores (45 deg.) as appropriate.
Sl:;:'PLOw 156UU
(2)
W"
r
2.04 DUCT 6)(6TEell APPLICATWN6:
A. Provide the following type duct system for each specific duct
.system:
Cooling/'cleating Supply/Return- Lined galvanized steel duct.
2.03- UUC'T ACCESSORIES:
A. Low Pressure Manual Dampers: Provide dampers of single blade type
or multiblaaa type, constructed in accordance with SMACNA "Low
Pressure Duct Standards".
B. Fabricated 'Turning Vanes: Provide fabricated turning vanes and
vane runners, constructed in accordance with SMACNA "Low Pressure
Duct Standards".
C. ivlanufactured Turning Vanes: Provideturning vanes constructed of
1-1/2" wide curved blades set at 3/4" o.c., and set into side
strips suitable for mounting in ductwork.
U. Duct iiardware: Provide duct hardware, manufactured by 1
-anutacturar for all items in project, for the following:
Quadrant Locks: Provide for each lamer, quadrant lock devices
on one end or shaft; and end gearing plate on other and for
dai.i,per lengths over 12". Provide extended quadrant locks and end
extarixded nearing plates for externally insulated
uuctviorii�. Interface installation of duct accessories properly
with other work.
E. Provide manual balancing damper at duct tap for each supply
registar; particularly where flex duct is indicated, balancing
da,11par shall oa located near trunk prior to start of flex duct.
2.06 AIR DI6VRIBUTION UEVIC 63
A. General: Provide manufacturer's standard ceiling air .diffusers
where shown; or size,-sha,3e capacity and type indicated;
constructed of materials ana components as indicated, an -d as
+^ requirea for complete installation.
F
8. Ceiling Compatability: Provide diffusers with border styles that
,.. are compatiule with adjacent ceiling systems, and that are
specifically manufactured to [it into ceiling module with accurate
fit and adequate sui)port. Refer to general construction drawings
and specifications '-or types of ceiling systems %which will contain
r^ each type of ceiling air -diffuser.
6EC'TION 15600
(3)
C. Type-: Provide ceiling diffusers of type, capacity and with ^�
acces:sorias and finisnes as listed on diffuser schedule. The
followi:ig r:�,.Iuirements shall apply unless noted otherwise.
u. L)ifi,16er races: Provide square housing, core or square
concentric louvers, square or round duct connection.
E. Return Air Grilles: Provide perforated panel with square fraena.
F. uitruser �,Iountings: Provide diffusers with flush perimeter flange
and gasket to seal against ceiling or provide diffuser housing
sizec.i to fit between ceiling exposed suspension tee bars and rest
ori top Suface of tee bar.
G. Diffuser Patterns: Provide fixed louver face for 4 direction air
flow unless specitied otherwise.
h. uif-:user -Dampers: Provide adjustable opposed blade damper
assembly, Key operated trom face of diffuser on all supply and
exnau.st diffuser or grilles anless specified otherwise.
I. uitiuser Accessories: Provide curved 'blade extractor mounted on
adjustable trame to product air scooping action in duct at
dit user take -orf. Provide tools designed to fit through diffuser
race ana operate volume control device and/or pattern adjustment.
j. UiTiuser E'inishes: Provide Semi -gloss white enamel prime finish
unless specified otherwise. —
K. eire uaiapars: Provide lire damper assemblies at all fire wall
penetrations. _
PARI' 3 EXECUfWLO
3. Ji iN6i'ALLA'Pi0N Or' OUCT.,WRK:
A. General: Assemble and install ductwork in accordance with
recognized industry practices which will achieve air tight (5%
leakage) and noiseless (no objactional noise) systems, capable of
performing each indicated service. install each run with miniinuin
or joints. alien dLICtwork accurately at connection, within 1,/3"
rnisaligncaent tolerance and with internal surfaces smooth. Support
ducts riyidly with suitable ties, braces, hangers and anchors of
type wnich will hold ducts true -to -shape and to prevent buckling.
B. Seal ductwork, after installation, to :seal class recommended and
ani method orescribea in SNIAC1NA "Low Pressure Duct Standards -5th
edition".
C. Complete fabrication u.t wurk at projact as necessary to uiatcti
shop-tabricate" wor,: anti accomodate installation requirements.
(4)
PON
D. Locate=_ ductwork runs vertically and horizontally and avoid
diagonal rues winerever possible. Hold ducts close to walls,
over�iead construction, columns and other structural and
perinacient-enclosure elemlents of building. Limit clearance to
1/2" .ahem furring for enclosure or concealments of ducts, but
r allow for insulation thickness, if any. where possible, locate
insulatea ductworX for 1" clearance outside of insulation.
Whera var possible in finished and occupied spaces, conceal
ductwork rrom view, by locating in mechanical shafts, hollow wall
construction or above, suspended ceilings. Do not encase
horizontal runs in solid partitions, except as specifically shown.
Coordinate layout witii suspended ceiling and lignting layouts and
similar f iniiled work.
E. where aucts pas=s through interior partitions and exterior walls,
conceal space between construction opening and duct or
duct -plus -insulation with sheet metal .Flanges of same gage as
duct. Overlap opening on 4 sides by at least 1-1/211.
F. Coordinate duct installations with installation of accessories,
dai.tpars, coil frames, equipment, controls and other associated
work of ductwork system
G. Support ductwork in manner complying with 6LNIACN`A "Low Pressure
Duct Standards -5th Edition" hangers and supports :sections.
3.02 INSTALLAFIOL*� De OUTLET AiLU INLEIP6
1�. General: Install outlet and inlets in accordance witin
(.ianufacturar's written instructions and in accordance with
recognized industry practices to insure t►iat products serve
intendeu functions.
S. Coordination with other work, incluuing ductwork and duct
accessories, as necessary to interface installation or outlets and
inlets with other work.
C. Locate ceiling air diffusers, registers, and grilles as indicated
on general construction "Reflected Ceiling Plans". unless
otherwise indicated., locate units in center or acoustical ceiling
modules.
3.03 C:L6At TNG A,vD PKL)TrC'110,N
A. Clean ductwork internally, unit -by -unit as it is instal.lnd, of
dust and deoris. Clean exteriial surfaces if foreign substances
whic:i might cause corrosive detoriation of matal, or where
duct;;ork is to be painted, caight interfere with painting or cause
paint deterioration.
SECTION 156UO
(5)
B. Temporary Closure: At ends of ducts which are not connected to ^
equipikient oc air distribution &.-vices at time or ductwork
installation, .provide temporary closure of polyethylene film or
ocher covering unich will prevent entrance of dust and debris
until time connections are to be coiipietea.
Eivo Oe Sf;CTIO,J -
SECTION 15600
(6)
r-�
i
SECTION 16000
•- ELECTRICAL GENERAL PROVISIONS
PM
PART 1 - GENERAL
Related Documents:
The Conditions of the Contract and applicable requirements of
Division 1 govern this Section.
DESCRIPTION OF WORK
General: This Section specifies several categories of provisions for
electrical work, including: 1) Certain adaptive expansions of
requirements specified in Division 1; 2) General performance
requirements within the electrical systems as a whole; and 3)
General work to be performed as electrical work, because of its
close association.
Drawings Refer to the Electrical Drawings for graphic
representations, schedules, and notations showing electrical work.
Specifications: Refer to this Division 16 for the primary technical
specifications of electrical work.
Work In .luded@ This work includes the furnishing of all labor,
materials, equipment, fixtures, operators, and appurtenances
required for complete installation of the major facilities and
systems as follows:
1. 120/240 Volt Power Distributions System
2. Grounding
3. Electrical Connections to Equipment
4. Additional items shown on Drawings or specified herein.
Work of Other Se .tionse Requirements given within this Section
apply to the Work of all Sections of this Division. The actual
r + performance of the Work stays within the Section in which it
occurs; but subject to the requirements of this Section, to the
extent applicable.
Finish painting is specified under division 9. Prime and protective
painting are included in the Work of this Division.
SECTION 16000
'" 1
Motors and motor starters that are an integral part of the equipment
are furnished under Division 15 with the driven equipment. However,
all other motor starters, electrical wiring, and connections are
included in the Work of this Division.
Equipment control relays and electrical interlock devices are
specified under Division 15, except as herein specified.
Access doors in finished surfaces are specified under Division 8.
Locations are shown on the Drawings.
COORDINATION OF ELECTRICAL WORK:
General: Refer to Division 1 for general coordination requirements
applicable to the entire work. It is recognized that the Contract
Documents are diagrammatic in showing certain physical
relationships which must be established within the electrical work,
and in its interface with other work including utilities and
mechanical work, and that such establishment is the exclusive
responsibility of the Contractor.
Arrange electrical work in a neat, well organized manner
with conduit and similar services running parallel with
primary lines of the building construction, and with a
minimum of T-0" overhead clearance where possible. -
Locate operating and control equipment properly to
provide easy access, and arrange entire electrical work
with adequate access for operation and maintenance, and
for proper Code clearances.
Advise other trades of openings required in their work
for the subsequent move -in of large units of electrical
work (equipment).
Coordination Drawings: For locations wh6re several elements of
electrical (or combined mechanical and electrical) work must be
sequenced and positioned with precision in order to fit into the
available space, prepare coordination drawings (shop drawings)
showing the actual physical dimensions (at accurate scale) required
for the installation. Prepare and submit coordination drawings prior
to purchase -fabrication -installation of any of the elements involved
in the coordination.
SECTION 16000
2
CODES:
General: Comply with the most recently revised versions of all
applicable laws, rules, regulations, and ordinances of Federal and
State Authorities. Modifications required by the above said
Authorities shall be made without additional charge to the Owner.
Where alterations to and deviations from the Contract Documents
are required by said Authority, report the requirements and secure
approval before starting work.
Precedence: Where Contract Document requirements are in excess of
Code requirements and are permitted under the Code, the Contract
Documents shall govern.
SITE VISIT AND FAMILIARIZATION:
General: Become familiar with the Drawings and Specifications and
examine the premises and understand the conditions under which the
Contract shall be performed.
Site: Verify locations of utility services and determine the exact
requirements and provisions for connection. Coordinate with the
utility company and necessary modifications or relocation shall be
paid for by the Contractor and shall be included in the Contractor's
proposal.
DRAWINGS:
General: The Drawings are_ schematic in nature and show
approximate locations of feeders, circuits, panels, outlets,
switches, fixtures, and other materials and devices of the electrical
systems except where specific locations are noted and dimensioned
on the Drawings. These items are shown approximately to scales
and attempt to show how these items should be integrated with
building construction. Locate all the various items by on-the-job
measurements, conformance with Drawings, Code requirements, and
in cooperation with other trades.
_Locations: Prior to locating light fixtures, obtain approval as to the
exact method of locating fixtures in the various areas. Fixture
locations shall not be determined by scaling drawings. Relocate
r
SECTION 16000
�"' 3
fixtures and incur cost of redoing work of other trades necessitated
by failure to comply with this requirement.
Where relocation of outlets, switches, boxes, and other devices are
required within 5" of location shown on Drawings, and when
Contractor is informed of necessary relation before work is begun on
this portion of the job, no extra compensation will be allowed for
relocation.
DISCREPANCIES:
Clarification: Clarification shall be obtained before submitting a
proposal for the Work under this Division as to discrepancies or —
omissions from the Contract Documents, or questions as to the
intent thereof.
Contractor Agreement: Consideration will not be granted for
misunderstanding of the amount of work to be performed. Tender of
a proposal conveys full agreement of the items and conditions
specified, shown on the Drawings, and required by the nature of the
project.
PRQIECT RECORD DOCUMENTS: -
General: Refer to Division 1 for general administrative/procedural
requirements related to compliance with codes and standards.
Standards: This work shall meet the standards set forth in the
applicable portions of the following recognized codes and standards:
1. Association of Edison Illuminating Companies (AEIC).
2. Certified Ballast Manufactures (CBM).
3. Factory Mutual (FM).
4. Institute of Electrical and Electronics Engineers (IEEE).
5. Illuminating Engineering Society (IES).
6. Insulated Cable Engineering Association (ICEA)
7. Lightning Protection Institute (LPI).
8. National Electrical Code (NEC).
9. National Electrical Contractors' Association (NECA).
10. National Electrical Manufacturers' Association (NEMA).
11 National Fire Protection Association (NFPA).
12. Underwriters' Laboratories, Inc. (UL).
13. Standard Building Code, Latest Edition.
SECTION 16000
4
I
14. Texas Senate bill 773 (Barrier Free Construction).
General: Refer to Division 1 for general requirements concerning
work-related submittals (refer to other Division 1 Sections for
PM administrative submittals).
Shop Drawings and Product Data Brochures• Submittals shall contain
all necessary information for review, including additional
information when requested. Product Data Brochures shall contain
only information relevant to the particular equipment or materials
to be furnished. Unless all irrelevant information is deleted or
unless relevant information is clearly marked, including
PM accessories, ratings, appurtenances, and dimensions as required,
submittals will be returned marked "Resubmit". Submittals for the
Work shall include, but not be limited to:
Cable, Wire and Connectors.
Electrical Raceways and Fittings.
.Electrical Boxes and Fittings Include dimensioned
drawings of special electrical boxes showing the
accurately scaled boxes, their layout, and relation to
associated equipment.
Panelboards and Enclosures• Include dimensioned
drawings of panelboards and enclosures showing
accurately scaled layout of enclosure and required unit
sections, including but not necessarily limited to, circuit
breakers, fusible switches, and accessories. Submit, if
requested, transparencies of circuit breaker
characteristics with unlatch times and fuse
characteristics with melting/clearing times for use by
the Architect in verifying coordination of these devices.
Electrical Gutters.
Wiring Devices.
.Safely and
Disconnect
Switches•
Include dimensioned
�^ drawings
of electrical
safety and
disconnect switches
SECTION 16000
5
which have a rating of 100 amperes or larger, showing
the accurately scales switches, their layout, and relation
to associated equipment.
Fuses.
Motor Starters: Include dimensioned drawings of motor
starters which have a NEMA size 3 or larger starter,
accurately showing the scaled controllers and switches,
their layout, and relation to associated equipment.
Lighting Fixtures: Include clips and, supports, as
required.
Lamps.
Firestops: include all firestop materials for the project,
indicating intended use and UL fire rating where
applicable.
Warranties (Guaranteed: Submit five copies of all warranties and
guarantees for systems, equipment, devices, and materials (this
includes two copies for maintenance manuals).
Maintenance . Manuals: Submit three copies, including wiring
diagrams, maintenance and operating instructions, parts listings,
and copies of all other submittals required by this Division 16.
Organize each maintenance manual with Table of Contents, Index,
and thumb -tab marked for each section of information. Bind in 2",
three-ring binders, vinyl covered, with pockets to contain folded
sheets., properly label contents on spine and face of binder.
Approval:, Materials installed or work performed without approval of
material shall be done at the risk .of the Contractor and the cost of
removal of such material or work which is judged unsatisfactory for
any reason, shall be a the expense of the Contractor.
TEMPORARY FACILITIES:
General: Refer to Division 1, Section 01500, for general
requirements on temporary facilities.
SECTION 16000
6
r
r
i
General: Refer to General Provisions, Supplementary Provisions, and
Division 1 for general requirements on products, materials,
equipment, and substitutions.
Compatibility: Provide products which are compatible with other
products of the electrical work, and with other work requiring
interface with the electrical work, including electrical connections
and control devices. For exposed electrical work, coordinate colors
and finishes with other work. Determine in advance of purchase that
equipment and materials proposed for installation will fit into the
confines indicated, leaving adequate clearance as required by
applicable codes, and for adjustment, repair, or replacement.
Substitutions: Materials and products of manufacturers other than
those listed in this Specification require approval of the Architect
in writing prior to submittal of shop drawings and product data.
General: Ensure that all electrical equipment, devices, and
materials arrive at the site in good condition, intact in factory
package or crate. Any equipment found to be damaged shall be
removed from the project site.
Storage: Store all electrical equipment, devices, and materials in
factory containers or package until ready for use. Storage facility
shall be a clean, dry , indoor space which provides protection against
weather. Avoid damage by condensation by providing temporary
heating when required.
Handling: Handle all electrical equipment, devices, and materials
carefully to prevent breakage, denting, or scoring of the finish.
Damaged materials shall be removed from the project site.
PART 2 - PRODUCTS AND EXECUTION
ELECTRICAL SYSTEM IDENTIFICATION:
Cable/Conductor Identification: Coordinate a uniform and consistent
scheme of color identification throughout the building system.
Identification shall be by the permanent color of the selected
SECTION 16000
7
covering. On large conductors, secure identification by means of
painted color banding or plastic. tape.
Color scheme shall be as follows:
All major equipment , shall have a manufacturer's label identifying
the manufacturer's address, equipment model and serial numbers,
equipment size, and other pertinent data. Care shall be taken not to
obliterate this nameplate in any way.
A black -white -black laminated plastic engraved identifying
nameplate shall be secured by screws to each switchboard,
distribution panel, motor control center, panelboards, and individual
motor starter. Identifying nameplates shall have 1/2" high engraved -
letters. Each switchboard, distribution panel, and motor control
center device shall have a nameplate showing the load served in 1/4"
high engraved letters. An embossed plastic tape identifying label
shall be affixed to each safety switch, disconnect switch, bus duct
plug, wireway, terminal cabinet, and capacitor. Cardholders and
directory cards shall be furnished for circuit identification in
panelboards. Cardholder shall be located on inside of panel -door and
shall be in a metal frame with clear plastic front. Circuit lists
shall be typewritten. Circuit descriptions shall include location and
name of each item of equipment served.
General: Comply with requirements of Division 1 for the cutting and
patching of other work to accommodate the installation of electrical
work. Except as individually authorized by the Arch itect/Engineer,
cutting and patching of electrical work to accommodate the
installation of other work is not permitted.
SECTION 16000
8
120/240 Volt
Phase A
Black —
Phase B
Red
Neutral
White —
Ground
Green
All major equipment , shall have a manufacturer's label identifying
the manufacturer's address, equipment model and serial numbers,
equipment size, and other pertinent data. Care shall be taken not to
obliterate this nameplate in any way.
A black -white -black laminated plastic engraved identifying
nameplate shall be secured by screws to each switchboard,
distribution panel, motor control center, panelboards, and individual
motor starter. Identifying nameplates shall have 1/2" high engraved -
letters. Each switchboard, distribution panel, and motor control
center device shall have a nameplate showing the load served in 1/4"
high engraved letters. An embossed plastic tape identifying label
shall be affixed to each safety switch, disconnect switch, bus duct
plug, wireway, terminal cabinet, and capacitor. Cardholders and
directory cards shall be furnished for circuit identification in
panelboards. Cardholder shall be located on inside of panel -door and
shall be in a metal frame with clear plastic front. Circuit lists
shall be typewritten. Circuit descriptions shall include location and
name of each item of equipment served.
General: Comply with requirements of Division 1 for the cutting and
patching of other work to accommodate the installation of electrical
work. Except as individually authorized by the Arch itect/Engineer,
cutting and patching of electrical work to accommodate the
installation of other work is not permitted.
SECTION 16000
8
iro
General: The work hereunder includes whatever excavating and
backfilling is necessary to install the electrical work. Coordinate
the electrical work with other work in the same area, including
excavating and backfilling, dewatering, flood protection provisions,
other temporary facilities, other underground services (existing and
new), landscape development, paving, and floor slabs on grade.
Coordinate with weather conditions and provide temporary facilities
needed for protection and proper performance of excavating and
backfilling.
Standards: Except as otherwise
applicable provisions of Division
and backfilling. Refer instances
Architect/Engineer for resolution
indicated, comply with the
2 for electrical work excavating
of uncertain applicability to the
Before proceeding with the work.
Replacement of Other Work: Where it is necessary to remove and
replace landscape work, pavement, flooring, and similar exposed
finish work, engage the original Installer to install the replacement
work. If the work existed prior to the work of this Contract, engage
only experienced and expert firms and tradespersons to replace the
work.
r ELECTRICAL WORK CLOSEOUT:
General: Refer to Division 1 for general closeout requirements.
Maintain a daily log of operations data on electrical equipment and
systems through the closeout period; record hours of operation,
assigned personnel, power consumption, and similar information;
submit copy to Owner.
.Coordination with Mechanical Work: Coordinate closeout operations
with closeout of mechanical systems, elevators, and other power -
consuming equipment. Accurately record locations of primary
(Major) conduit which is underground or otherwise concealed.
Support Services: Test run electrical equipment in coordination
with test runs of mechanical systems. Clean and lubricate
operational equipment. Instruct Owner's operating personnel
thoroughly in the operation, sequencing, maintenance, and
safety/emergency provisions of the, electrical systems. Turn over
the operations to Owner's personnel at the time(s) of substantial
r- completion. Until the time of final acceptance of the total work of
SECTION 16000
r 9
the Contract, respond promptly with consultation and services to
assist Owner's personnel with operation of electrical systems.
ALTERNATES:
General: --Provide add prices for electrical alternates as listed in
Division 1,
Demolition:
The drawings indicate the principle items and areas to be
demolished. The Contractor shall refer to the architectural,
mechanical and electrical drawings to determine the full extent of
the demolition. The Contractor shall also visit the site to determine
the complete scope of the electrical demolition work to be
performed. Unless noted otherwise, when a device is shown to be
removed, the work shall include removing all associated wiring,
conduits, fittings, from the device to the panelboard or point where
it receives its power. If _a demolished device is fed from a circuit
that is not being entirely demolished then the device, conduit and
wiring shall be removed back to the point where it connects to the
system that is not being removed. Holes in boxes not being removed
shall be plugged and wiring to disconnected tags shall be properly
insulated. Concealed conduits shall be abandoned in place. Boxes in
wall to receive new furring, wall board or other covering may be
abandoned in place unless they interfere with the installation of
new wall coverings. Unused boxes in concrete or masonry walls
shall be covered with blank cover plates of the material specified
for new wiring devices.
END OF SECTION
SECTION 16000
10
P"
row
I
SECTION 16001
RACEWAYS AND FITTINGS
PART 1 - GENERAL
Note: Conform with applicable provisions of the General Conditions,
Special Conditions, General Requirements, and Supplemental conditions.
Submittals: Submit manufacturer's data on all materials.
Scope: The work shall include furnishing and installing all rigid steel and
flexible metallic conduit, intermediate metallic conduit, electrical
metallic tubing, polyvinyl chloride conduit, wireways, pull and junction
boxes and outlet boxes, together with all supporting devices and other
accessories required.
PART 2 - PRODUCTS
Conduits:
Schedule 40 PVC Conduit: Type 40, heavy wall, high impact rigid virgin
polyvinyl chloride (PVC) conduit and fittings, conforming to NEMA
Publication TC2, UL -651 and Fed. Spec. WC -1094A and UL listed for direct
burial use; Carlon or equivalent.
Rigid Steel Conduit: Rigid, threaded, thick -wall; galvanized inside and
outside or galvanized outside with a protective coating inside; UL listed
and labeled according to Standard UL6; conforming to ANSI Standard C80.1;
Pittsburgh, Republic Steel, Robroy or Allied.
r
Electrical Metallic Tubing (EMT): Steel tubing, galvanized outside and
provided with a slick corrosion resistant interior coating; UL listed and
�- labeled according to Standard 797; conforming to ANSI Standard C80.3;
Pittsburgh, Republic Steel, Robroy or Allied.
Intermediate Metallic Conduit (IMC): Rigid, threaded, thin wall steel;
galvanized outside with protective coating inside; UL listed and labeled
according to Standard 1242; Allied, Republic Steel, or equivalent.
Flexible Metal Conduit: Spirally wound with hot dip galvanized steel
strips (commercial Greenfield); conforming to UL Standard UL 1 and UL
listed and labeled; Triangle Conduit and Cable Company, or equivalent.
i PW
SECTION 16001
�' 1
Liquidtight Flexible Metal Conduit: Spirally wound, galvanized steel
strips, as for flexible metal conduit; with polyvinyl chloride cover
extruded over the exterior to make conduit liquidtight; UL listed; Electri-
flex type "LA" or equivalent.
Conduit Fittings:
Couplings and Terminations for Rigid Steel Conduit: Factory made 'steel
threaded couplings; bushing at all boxes and cabinets, with locknuts inside
and outside box or cabinet. Provide insulated bushings on all circuits #4
AWG and larger.
Couplings and Terminations for Electrical Metallic Tubing: Join lengths of
EMT with steel compression type couplings and connectors where exposed
to the weather or in wet locations. Otherwise use steel, set -screw
couplings and connectors. The connectors shall have insulated throats or a
smooth interior so as not to damage the insulation during wire pulling
operations. Die cast or indent type connectors are not acceptable. Provide
insulated bushings on all circuits #4 AWG and larger.
Couplings and Terminations, for Intermediate Metal Conduit: Same as for
rigid steel conduit.
Couplings and Terminations for Flexible Metal Conduit: T & B 440 Series
couplings at connections between flexible and rigid conduit; T & B 3110
or 3130 Series nylon insulated throat, steel connectors at box or cabinet
terminations.
Couplings and Terminations for Liquidtight Flexible Metal Conduit: T & B
5271 Series adapters at connections between flexible and rigid conduit; T
& B 5331 Series nylon insulated throat, steel connectors at box or cabinet
terminations.
Outlet Boxes:
UL listed of sizes and types specified.
Sheet Steel Boxes: Sheet steel not lighter than No.
after fabrication; Raco, Steel City or Appleton.
14 gauge, galvanized
Cast Metal Boxes: Cast iron or cast alloy with threaded hubs; Crouse -
Hinds, Appleton or Pyle National.
SECTION 16001
2
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a
Pull Boxes and Junction Boxes:
Sheet steel, galvanized inside and outside, with galvanized covers.
Small Boxes: For boxes where the volume required is not over 100 cubic
inches, use standard outlet boxes.
Larger Boxes: For boxes where the volume required is over 100 cubic
inches, use cabinets as specified for panelboard cabinets with covers of
same gauge as boxes, secured with corrosion resistant bolts or screws.
Part 3 - Execution
Conduit Uses:
Rigid steel conduit may be used in all areas unless noted otherwise.
Intermediate metallic conduit
(IMC)
may be used in
all interior locations
not in contact with earth and
not in
concrete unless
noted otherwise.
,,.. Schedule 40 PVC conduit may be used underground, in or below concrete,
concealed in walls from concrete slab to first box (not to exceed '24
inches).
Flexible steel conduit may only be used in indoor non -hazardous dry
locations for connections to equipment and vibration isolation. Flexible
steel conduit of 3/8 inch trade size may only be used for lighting fixture
taps and shall not exceed 6 feet in length.
Liquid tight flexible steel conduit shall be used in all outdoor locations
and indoor damp or wet locations for equipment connections and vibration
isolation.
Installation of Underground Plastic Conduit:
Install at least 30 inches below finished grade unless noted to the
contrary. Assemble and install raceways in accordance with
manufacturer's instructions. Make joints with couplings and solvent
cement. Fabricate bends of 30 degrees or more with factory -made
elbows, or make field bends with proper heating equipment. Bends
showing signs of overheating or flattening are unacceptable. Ream ends of
all conduit before joining.
r"
SECTION 16001
►- 3
"Snake" plastic conduit in trench, from side to side, with a complete cycle
every 40 feet to allow for expansion and contraction. Maintain this
configuration -during backfilling.
Where conduit turns up out of earth through floor slabs, or turns up into
pole bases or concrete mats, etc., change from plastic to rigid galvanized
steel conduit below grade and outside of such structures. Do not extend
any plastic conduit above grade except where branch circuits concealed in
walls are allowed to be PVC to the first outlet box (not to exceed 24
inches). Make similar change from plastic to rigid galvanized steel
conduit at connections to underground pull or junction boxes. Wrap all
steel conduits and fittings buried in earth as specified elsewhere herein,
or use PVC coated steel conduits.
Installation of Underground Steel Conduit:
All steel conduit
in earth shall
be rigid galvanized steel
conduit. Wrap
such conduit with
3M Company
0.020 inch thick No. 51
"scotchrap" vinyl
plastic tape, half lapped to give a double thickness wrap. Remove all oil,
grease and dirt from conduit with a suitable solvent, and clean and dry
conduit before wrapping. If conduit is pre -wrapped in the shop and then
cut and joined on the job, wrap all joints on the job, overlapping pipe
wrapping 3: on both side of joints.
Installation of Building Raceways:
All .wiring of every description shall be run in conduit or electrical
metallic tubing unless noted or specified otherwise. Conduits may be run
exposed in machinery and electrical rooms and unfinished areas. All other
conduits shall be run concealed unless otherwise noted. All exposed runs
shall be installed parallel to the surface of the building in a neat and
orderly manner.
Sizes: Size and install raceways so the conductors may be drawn in
without injury or excessive strain. Make field bends with approved
bending devices. Do not install bends or offsets in which conduit is
crushed, deformed or otherwise injured.
Connections: Use lengths of flexible metal conduit, not less than 12" long
at final connections to all motors, generators, controls and other devices
subject to movement because of vibration or mechanical adjustment.. Use
flexible metal conduit also at connections to recessed lighting fixtures,
SECTION 16001
4
4
and elsewhere as required. in damp or wet locations, and where installed
r.. outdoors, use liquidtight flexible metal conduit.
Around Heat Producing Equipment: Do not install raceways within 3" of
steam and hot water pipes, breeching and flues, except where crossing are
unavoidable, and then keep raceways at least 1" from insulation on the
pipe, breeching or flue crossed. Wherever possible, avoid installing
raceways directly above or in close proximity to boilers and other like
objects operating at high temperatures.
Damp or Wet Locations: In damp or wet locations make every effort to
avoid installing raceways in a manner which will create moisture traps.
Where they must be so installed, seal both ends of raceways with an
approved sealing compound to prevent "breathing" and moisture
condensation with in the raceways.
Joining Rigid Conduit: Join with threaded couplings. Ream out all conduit
ends after threading. Secure rigid conduits at panel boxes, junction boxes,
pull boxes, switchboards, support boxes, or sheet metal outlet boxes by
galvanized locknuts, inside out outside, with insulating bushing inside.
Unthreaded set screw type couplings or connectors are not acceptable in
rigid conduit systems. No running threads shall be used anywhere in
conduit systems.
Protection of Raceways: Seal ends of all raceways with blank discs
("pennies"), push pennies or other approved closers during construction.
Do not pull any conductors into raceways until all plastering in the
vicinity is completed. Swab out all raceways before pulling in conductors.
Conduit Supports:
Support spacing: Use minimum spacing as directed by National Electrical
Code, but space hangers more closely where required by conditions.
Individual Conduits: Support conduits running vertically or horizontally
with galvanized malleable iron ore hole clamps. Carry individually
.. supported horizontal conduits 1-1/4" and larger on Kindorf No. 150 or
Steel City No. C-149 hangers. Use no perforated strap iron as hanger
material. Where conduits smaller than 1-1/4" are installed above metal
POW lath and plaster ceilings or mechanically suspended dry ceilings of the
non -removable type, they may be supported on ceiling runner channels.
Where conduits smaller than 1-1/4" are installed above removeable
i PM ceilings, attach them to the structure of bar joists (where present) or
SECTION 16001
r 5
support them on threaded hander rods with clips. Do not use any wire to
support conduits or to attach conduits to supporting members. Locate
conduits a sufficient distance above the ceiling to permit removal of the
ceiling panels. Locate them so as not the hinder access to mechanical and
electrical equipment through the ceiling panels.
Multiple Conduits: Where multiple raceways are run horizontally at the
same elevations, they may be supported on trapezes formed of sections of
Unistrut angle iron or channels suspended on rods or pipes. Size trapeze
members including the suspension rods for the number size and loaded
weight of the conduits they are to support, Space them as required for the
smallest conduit supported.
Installation of Outlet Boxes:
Usage: Provide at each outlet or device of whatever character a metal
outlet box in which conduits shall terminate.
Boxes recessed in construction: Sheet steel boxes.
For. Lighting Fixture Outlets: 4" octagonal with 3/8" fixture stud for
incandescent lights which are surface mounted, wall mounted or
suspended.
For Wall Switches, Receptacles and Communications Use: Use 4" X 4" size
with proper square cornered the wall cover, plaster cover, or finishing
plate, except where construction will not permit or the device requires a
larger box. Cover plates shall be installed on all boxes. Blank covers shall
be installed if no receptacle or outlet is installed, including
communication boxes.
Boxes for Exposed .Work: Cast metal boxes.
Boxes for Outdoors: Cast metal boxes with gasketed covers.
Installation of Pull and Junction; Boxes:
Sizing: Size all pull and junction boxes in accordance with NEC using
larger sizes than required by code where job. conditions so indicate.
Mounting: Fasten all boxes securely to the building construction,
independent of conduit systems. on concealed conduit systems where
SECTION 16001
6
boxes are not otherwise accessible, set box covers flush with finished
surfaces for access.
END OF SECTION
SECTION 16001
7
SECTION 16002
CONDUCTORS
PART 1 - GENERAL
Note: Conform with applicable provisions of the General Conditions,
Special Conditions, General Requirements, and Supplemental conditions.
Submittals: Submit manufacturer's on all materials.
Scope: The work shall include the furnishing of all conductors, together
with all splices, connections, identification, bundling, etc., including
pulling devices.
PART 2 - PRODUCTS
Conductors (600 volts and under):
Type: Soft drawn, annealed copper, UL listed, rated at 600 volts,
continuous without weld, splice or joint, uniform cross-section, free from
flaws, scale and other imperfections; Okonite, Triangle, Anaconda or
Simplex. No. 8 and larger shall be stranded; No. 10 and smaller shall be
solid. Insulation: Branch circuits shall have type TW, THW, THHN, or RHW
insulation unless the type is specifically designated or specified. Feeder -
circuits shall be Type THW or THHN.
Circuits Subjected to High Temperatures: Type RHH conductors for wiring
in proximity to boilers, and for motors and devices subject to high
temperature because of high ambient temperature or convection or radiant
heat.
Lighting Fixture Conductors: Type and size approved by the "NEC for the
purpose.
Joints and Splices:
Stranded Copper Conductors: UL approved solderless bolted pressure
connectors or Thomas and Betts Series 54000 Compression connectors.
All connectors shall be of proper sizes to match conductor sizes. All
compression connectors shall be applied with properly sized dies and
tools. Split -bolt connectors are not acceptable.
Solid Copper Conductors: UL approved solderless bolted pressure
connectors; or UL approved electrical spring connectors of "Scotchlock",
SECTION 16002
1
4
F_'_
Ideal or T & B "Piggy" make. All connectors shall be of proper sizes to
r match conductor sizes. Split bolt connectors are not acceptable.
Color Coding
Use standardized color -coding of conductors throughout. All color coding
shall be continuous for the entire length of the conductors, and shall be
permanent and readily distinguished after installation. In cases where the
specified colors of insulated wire and cable are unavailable,. such
conductors shall be color -coded, as specified above, by means of Brady, or
equivalent, slip-on colored plastic sleeves or plastic tape at all pull
boxes, support boxes, outlet boxes, panelboards, and other terminal and
splicing points.
Phase conductors shall be black and red for phases A and B respectively
for the 240 volt system.
Part 3 - Execution
Wire Pulling:
Wire Pulling: Provide suitable installation equipment for pulling
conductors into raceways or conduits. Use ropes of polyethylene, nylon or
other suitable material to pull in conductors. Attach pulling lines to
conductors by means of woven basket grips or by pulling eyes attached
directly to conductors. All conductors to be installed in a single conduit
shall be pulled in together. Pull no conductors into conduits until all work
of a nature which may cause injury to conductors is completed. Use an
Underwriters' listed cable pulling compound where necessary.
Cable Lubricants: All cable lubricants shall be UL listed, and shall be
certified by their manufacturer to be non -injurious to the insulation on
which they are used.
Pulling Devices in Empty Raceways: Provide in every empty raceway, not
containing conductors to be installed by this- Contractor, a suitable pull
line to facilitate future installation of wiring. Lines shall be free from
splices and shall have ample exposed length at each end. Identify each end
of each line with a linen tag bearing complete information as to the
,. purpose of the raceway and the location of its other end. All lines shall be
nylon or polyethylene cord with a tensile strength not less than 200
pounds.
i
SECTION 16002
2
Installation of Building Wire (600 volts and under);
Feeders: Run all feeders their entire length in continuous pieces without
joints or splices, insofar as practicable. Make joints in branch circuits
only where circuits divide as shown on drawings. Such joints shall
consist of one through circuit to which shall be spliced the tap circuit.
Branch Circuits: Not more than one power or lighting circuit shall be
installed in a single conduit, except that one 3 -wire circuit or one 4 -wire
circuit consisting of 2 different phase wires and a common neutral or 3
different phase wires and a common neutral may be installed in a single
conduit. This provision shall not prohibit the installation in a single
conduit of all conductors of a circuit with three- and four-way switching.
Sizes: No wire shall be smaller than No. 12 except for signal or control
circuits, and except for individual lighting fixture taps as permitted by
the National Electrical Code.
Receptacle and Motor Branch Circuits: No. 12 conductors unless noted or
scheduled otherwise.
Power and Lighting circuits of different system voltages (eg. 208Y/120
and 480YH277 volts) shall not occupy the same conduit.
Emergency; Lighting and Power Conductors: Run in conduits separate from
all other wiring.
Joints and Splices: Make joints and splices only where necessary and only
at outlet boxes and pull boxes. All joints shall be mechanically and
electrically secure. After a joint or splice is complete, insulate it with
Okonite rubber, tape, and Manson friction tape to make the insulation of the
joint or splice equal to that of the conductor.. In lieu of this, ,3M
Company's "Scotch" No. 33 vinyl plastic tape may be used if applied in at
least four layers (half tape may be used if applied in at least four layers
(half lapped in two directions), with all larger -splices, terminals, sharp
corners and voids being first protected by application of "Scotchfil"
insulating putty.
Conductor splices in wet locations shall be made in accordance with the
conductor manufacturer's recommendations.
SECTION 16002
3
Identifying Tags: Non-ferrous; stamped to clearly identify each circuit.
Securely fasten tags to all cables, feeders and power circuits in pull
boxes, lighting power and distribution panelboards, etc.
Bundling Conductors: Bundle all conductors in panelboards, cabinets and
the like, using marlin twine lacing or nylon straps made for the purpose. _
Bundle conductors larger than No. 10 in individual circuits. Bundle smaller
conductors in larger groups.
END OF SECTION
SECTION. 16002
4
SECTION 16003
WIRING DEVICES
PART 1 GENERAL
Note: Conform with applicable provisions of the General Conditions,
Special Conditions, General Requirements, and Supplemental Conditions.
Submittals: Submit manufacturer's on all materials.
Scope: Furnish and install in suitable outlet boxes, the wiring devices
indicated, complete with lamps, coverplates, etc. All shall be properly
connected to conductors so as to be operable.
PART 2 - PRODUCTS
Acceptable Manufacturers:
The catalog numbers listed herein are generally of Hubbell manufacture.
Equivalent devices of Arrow -Hart, Pass and Seymour or General Electric
are also acceptable.
Classification:
All wiring devices shall be "Specification Grade", and shall be UL listed.
Colors:
All devices shall have an ivory finish where mounted in walls finished in
light colors and a brown finish where mounted in walls finished in dark
colors.
Wall Switches:
For loads not exceeding 1500 watts 120 volts or 3000 watts at 277 volts:
DEVICE
A. Single pole wall switch
b. Three-way wall switch
HUBBELL CATALOG NO
1201 or 1201-1
1203 or 1203-1
1203L, 1204L
for loads exceeding above listed:
SECTION 16002
1
DEVICE
a. Single pole wall switch
b. Three-way wall switch
Receptacles:
HUBBELL CATALOG NO
1221 or 1221-1
1223 or 1223-1
1223L, 1224L
Receptacle, 15 ampere, 125 volt, 2 pole, 3 wire grounding duplex: Hubbell
No. 5252 or 5252-1 (NEMA 5-15R).
Receptacle, 15 ampere, 125 volt, 2 pole, 3 wire grounding duplex with
self-contained ground fault circuit interrupter: Hubbell No. GF 5262.
Other Devices:
Weatherproof Devices: Provide the specified device in FS box with a
gasketed cast aluminum or cast alloy coverplate having a lift cover.
Clock Hanger Outlet: Hubbell No. 5235 consisting of a 3 -wire outlet and
stainless steel plate.
Incandescent Wall Dimmer Switch: Hunt architectural design rotary
switch of sizes noted on drawings. Where multiple dimmers are installed
in a multi -gang box, follow the manufacturer's recommendations for
derating the dimmers.
Wall Mounted Telephone Outlet: Shall consist of an outlet box as specified
under RACEWAYS AND FITTINGS with adaptor. Coverplates will be
furnished by the Telephone Company. Where an outlet is shown, and it
does not receive a telephone instrument, install a blank coverplate.
Coverplates:
Provide coverplates for all wiring devices, telephone, signal outlets and
IPM other kindred devices.
For Flush Mounted Devices: Sierra Electric Corporation "S -Line" 0.040"
stamped satin stainless steel except in unfinished or machinery spaces,
where plates shall be Sierra "P -Line" smooth plastic to match devices.
Part 3 - Execution
�- Circuit Identification:
SECTION 16002
•• 2
9
t
Mounting Heights:
Where mounting heights are
indicated on the
drawings, the
device shall be
installed with the centerline
of the device at
the indicated
height.
In general, devices which are shown t be installed at counters or other.
millwork shall be installed above the counter or millwork, unless noted.
Wall switches shall be installed on the strike side of the door as finally
hung.
Unless otherwise noted on the drawings, or directed by 'the Architect,
install devices at the following heights:
DEVICE
Wall Switch
Receptacle
Clock Hanger Outlet
Wall Mounted Clock
Telephone Outlet
Wall Dimmer Switch
MOUNTING HEIGHT
4'6"
12"
12" below ceiling
12" below ceiling
12"
4'6"
Device Mounting: Wall switches shall be located within 6 inches of door
frames. Provide suitable clips, hangers, supports, supplemental metal
studs or framing materials as required to achieve the specified switch
location. Where multiples switches are shown provide the appropriate
ganged boxes with interior partitions where required and single piece
coverplate. Where multiple devices are shown at a single locations (i.e.
switches, dimmers, volume controls, thermostats, etc) coordinate the
installation of the devices to achieve a single uniform mounting height
with all devices grouped as close as possible.
END OF SECTION
SECTION 16002
3
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F
SECTION 16005
�- ELECTRICAL DISTRIBUTION
PART 1 -GENERAL
Note: Conform with applicable provisions of the General Conditions,
Special Conditions, General Requirements and Supplemental
Requirements.
Submittals: Provide complete catalog data and drawings on all
items of equipment.
Manuals: Include all submittal data in the operation and maintenance
manuals.
Scope: Provide all labor, material, equipment, and service necessary
for and incidental to the complete electrical distribution system.
PART 2 - PRODUCTS
Panelboards:
Panelboard Cabinets:
Furnish and install
cabinets
to serve the -
various panelboards,
of sizes as required
to house
the panelboards.
Cabinet Construction: Rigidly constructed of sheet steel of gauges
r" conforming to Underwriters' Laboratories inc. requirements; corners
overlapped or welded; edges turned over to receive trim.
Cabinet Fronts: Cut from single sheet no less than No. 12 gauge cold
rolled sheet steel; fastened in place by adjustable trim clamps
which will allow plumbing; same size as the cabinet box if surface
mounted; size to overlap the box a minimum of 3/4" on all sides if
flush mounted. Provide each door with a substantial flush, cylinder
tumbler lock and catch. On doors more than 48" high provide a
combination three point catch and lock with T -handle. Provide each
lock with two keys, with all locks keyed alike.
Finish: All back boxes galvanized; all exposed metal, including
fronts, primed and finished in gray lacquer.
SECTION 16005
�" 1
Panelboards, Generally: Mount all panelboards in cabinets as
specified hereinbefore, arranged for' flush or surface mounting as
indicated on drawings.
Where a circuit protective device is scheduled as a "spare" provide
the device complete for operation. Where such a device is scheduled
as a "space or "space only", provide proper space and all necessary
connectors for future installation of the size of device scheduled.
Where breaker or switch is scheduled to serve a "future" load,
provide the device complete for operation.
All circuit breakers shall be quick make, quick break, trip free,
thermal magnetic, indicating type unless noted otherwise.Provide
all multiple pole breakers with common trip and single operating
handle: handle ties between breakers are unacceptable. Branch
circuit breakers shall be fully interchangeable without disturbing
adjacent units.
Connect all circuit interrupting devices with sequence phasing.
Where a feeder serves more than one panel, first entering one panel
and proceeding thru a side gutter to other panels, install the feeder
full size in a continuous piece without joint or splice through the
side gutter of the panels to serve the succeeding panels. Make the
gutter on that side and on the top at least 4" greater than normal
(more if necessary) to accommodate the wiring and make the tap
from the feeder to the panels with suitable bolted pressure T -cable
tap connectors. Under no circumstances use feed -through lugs on a
panel bus with the current drawn by a panel being carried through
the buses of the preceding panel.
Provide each panelboard with a neatly typewritten directory of
circuits mounted in a cardholder on the inside of the panelboard
cabinet. Cover directory with transparent sheet plastic.
All panelboards shall be listed by Underwriters' Laboratories Inc.
and the building main panel shall be listed as suitable for "Service
Entrance Equipment.
Submit shop drawings of each panelboard for review before
commencing fabrication; drawings shall indicate number, size,
interrupting rating and type of circuit protective devices;
dimensions, gauges and type of construction of cabinets, size and
SECTION 16005
2
1
r�
material of main bus and lugs, and any other pertinent information
necessary to determine compliance with the drawings and
specifications.
Provide each panel board with a factory engraved nameplate which
t shall identify the panelboard name.
Lighting and Appliance Panelboards: Panelboards shall have the
number and size of plug-in circuit breakers are scheduled. Panels
shall be of General Electric, Square D, or Westinghouse equivalent to
the General Electric Panels listed below.
Where a lighting and appliance panelboard contains more than 42
branch overcurrent devices, the assembly shall consist of two or
more separate boxes bolted together and covered by a common
multiple door front: each box containing not more than 42 branch
overcurrent devices.
Panelboards for 208 and 240 volt service: General Electric Type
NLTQ. with type THQL circuit breakers.
Circuit Breaker Distribution Panelboards:
Panelboards shall have the number and sizes of bolted -in circuit
breakers scheduled on the drawings, with main circuit breakers or
lugs only on the mains as scheduled.
Panelboards shall be of General Electric, Square D, or Westinghouse
r manufacture, equivalent to the General Electric Panelboards
specified below.
�- Panelboards for 208 or 240 volt Service: General Electric Type NAB,
Style NCP or Type CCB, Style CP;type determined by sizes and types
of circuit breakers; circuit breakers shall have minimum RMS
_ symmetrical ampere interrupting ratings as scheduled on drawings;
no subfeed breakers permitted.
Disconnect Switches: Unless otherwise noted or required, all
disconnect switches shall be UL listed and shall meet NEMA Standard
KS1-1969 for Type HD heavy duty switches, Switches shall be
unfused unless noted otherwise; quick make, quick break; in NEMA 313
enclosures if exposed to the weather; elsewhere in NEMA 1 general
PM purpose enclosures unless special enclosures are required. All
SECTION 16005
r" 3
4
motor circuit switches shall be horsepower rated. Where Class "R"
fuses are specified below, provided appropriate Class "R" fuse clips.
Switches shall be of General Electric, Square D or Westinghouse or
manufacture, equivalent to General Electric Type TH quick make,
quick break switches.
Where space does not -permit use of the above specified switches,
such as within weatherproof fan housing, etc., use suitable
horsepower rated tumbler switches as unfused disconnects; General
Electric Type RB or equivalent.
Where disconnect switches are used to disconnect starters, provide
auxiliary poles in switches as required to disconnect all auxiliary
control circuits in starters.
Fuses: Furnish and install all fuses necessary for leaving the
installation complete and in working order, including a complete set
of fuses in each spare switch.
Place a fuse identification label, showing type and size of the
required fuses, inside the door of each enclosure requiring fuses.
Fuses shall conform to the latest NEMA Standards, and shall by UL
listed and labeled (except as noted otherwise). They shall conform
to the UL classes listed hereinafter. Voltage ratings shall be
suitable for the systems to which the fuses are applied.
Fuses shall be shipped to the job in boxes, and shall not be installed
in any equipment until the. installation is complete, and final tests
have been made prior to energizing the equipment.
Where the spacing of fuse clips in equipment is greater than
required by the proper size of fuse, use suitable fuse reducers to fit
the fuses.
Fuses shall be of the classes and types listed below, the type
designations referring to those :indicated on the plans.
Type FR: Class RK -5; Bussman Type FRN -R or FRS -R "Fusetrons": or
Chase-Shawnut Type .AT or ATS. Fuses shall be available in rating
0-600 amperes, shall be dual element time delay type, and shall
have interrupting rating of 200,000 RMS symmetrical amperes.
SECTION 16005
4
PM
SPECIAL CONDITIONS
-43-
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TO:
NOTICE OF ACCEPTANCE
The City of Lubbock, having considered the proposals submitted and opened on the day of
198, 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 to 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 198_ at
the bid price contained therein, subject to the execution of and furnishing of all contract documents, bonds, cer-
tificates of insurance, and all other documents specified and required to be executed and furnished under the con-
tract 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 re-
tained by the City of Lubbock.
-44-
CITY OF LUBBOCK
Owner's Representative
(This page left blank intentionally)
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