HomeMy WebLinkAboutResolution - 4365 - Contract - Pharr & Company - Municipal Court Renovations - 01_27_1994Resolution No. 4365
January 27, 1994
Item #12
RESOLUTION
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the Mayor of the City of Lubbock BE and is hereby authorized and directed to
execute for and on behalf of the City of Lubbock a Contract and all related documents by and
between the City of Lubbock and Pharr and Company of Lubbock, Texas to furnish and install all
materials as bid for the Municipal Court Renovations for the City of Lubbock, which contract is
attached hereto, which shall be spread upon the minutes of the Council and as spread upon the
minutes of this Council shall constitute and be a part of this Resolution as if fully copied herein in
detail.
Passed by the City Council this 27th day of January 1994.
ATTEST:
Betty A Johnson, City Secretary
APPROVED AS TO CONTENT:
Victo—rMlinat Purchasing Manager
OVED AS TO FO
Assistant City Attorney
DGV:dpKGAccd=\Pharr.Res
January 19, 1994
MUNICIPAL COURT REMODELING FOR
THE CITY OF LUBBOCK
LUBBOCK, TEXAS
803-93B
COVDIRKS
ARCHITECTS PC
LUBBOCK, TEXAS
SET NO. 9
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.. ADDENDUM NUMBER 1
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PROJECT: MUNICIPAL COURT REMODELING FOR
r CITY OF LUBBOCK
1,
ARCHITECT:
COX/DIRKS ARCHITECTS
1710 15TH STREET
LUBBOCK, TEXAS 79401
DATE:
JANUARY 6, 1994
r
1.
All bidders
are asked to note the following
changes,additions.
omissions,
and/or corrections to the original
bidding documents.
Instructions
issued in this Addendum are a part
of the contract, and
bidders are
asked to adjust their proposal
accordingly. Please
acknowledge
all Addenda on your proposal:
ITEM #1 Prefinished gypsum board to be selected from Group 1 (A), 2
(B) or 3 (C) of manufacture standard sample as noted on
page 09255 - 3 of the specifications. Unit cost for gypsum
board as called for on the Bid Proposal is material only.
:Labor for installing new or existing gypsum board is to be
included in the base bid. See Allowance #3 Page 01020 - 3
of the specifications.
ITEM #2 Existing carpet as noted on the drawing in Violations 107
is to be removed and replaced with new. Existing carpet
noted in Marshall 109 and Storage 110 is to be removed and
replaced with new.
ITEM #3 Carpet allowance on page 01020 - 3 of the specifications is
for carpet material only. All labor and miscellaneous
materials required for installation is to be included in
the base bid as noted on page 09681 - 1 of the
specifications.
ITEM #4 Aluminum tube frames at Violations/Lobby counter are to be
Kawneer Trifab II 400. Insert Kawneer Trifab II 400 in
place of Kawneer 450 on page 08410 - 2 under Acceptable
Manufacturers in the specification. Replace SM300T on the
drawing with Trifab II 400.
ITEM #5 Provide and install one (1) ke less entry system, Essex
#TEC-KE125 at existing door �nd frame #6. Provide
electrical service to transformer located above ceiling
from unswitched lighting circuit Inearest door. Repair wall
at strike side of door as required where electrical service
is run to new strike.
ITEM #6 Revise "Architectural Plywood"I Page 06300 - 1 of the
specifications to read "For paneling Grade A plain sliced
3/4" walnut with bookmatching between panels complying with
requirements of specific woodwork grade
ITEM #7 Note #1 under "Window Schedule" on the drawings is
referenced to remarks column for window marked 'B'. All
glass at fixed and operable sash is to be 1/4" wire glass.
ADDENDUM #1
COX\DIRKS ARCHITECTS PC
PAGE 1 OF 2
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F
ITEM #8 Drawer locks noted on page 06300 2 of the specifications
are to be installed at top drawers only of all (new and
existing) drawer pedestals in Violations 107.
ITEM #9 Steel stud (ASTM C645, 25 gage) installed 16" o.c. may be
used at all walls in lieu of wood studs. Provide 20 gage
studs at jambs at all doors and windows and install 2 x 4
wood blocking at rough opening for all doors and windows.
At walls greater than 8"-6" in height provide single row of
1-1/2" stiffener channel at midpoint in wall. Cross brace
at top runner and all jamb studs with brace at right angles
to wall and extend to building structure above. Provide
supplementary bracing from top runner at 8"-0" o.c. maximum
to structure above. Comply with ASTM C754 for all metal
support installation standards.
ADDENDUM #1
COX\DIRKS ARCHITECTS PC PAGE 2 OF 2
ADDENDUM NUMBER 2
PROJECT: MUNICIPAL COURT REMODELING FOR
CITY OF LUBBOCK
ARCHITECT: COX/DIRKS ARCHITECTS
1710 15TH STREET
LUBBOCK, TEXAS 79401
DATE: JANUARY 11, 1994
All bidders are asked to note the following changes, additions,
omissions, and/or corrections to the original bidding documents.
Instructions issued in this Addendum are a part of the contract, and
bidders are asked to adjust their proposal accordingly. Please
acknowledge all Addenda on your proposal:
ITEM #1 Existing doors that are relocated and existing counter
pedestals at Violations 107 are to be refinished under the
base bids. New counter pedestals are to be finished to
match existing pedestals.
ADDENDUM
COX\DIRKS ARCHITECTS PC
PAGE 1 OF 1
MUNICIPAL COURT REMODELING FOR
THE CITY OF LUBBOCK
LUBBOCK, TEXAS
603-93B
COX/DIRKS
ARCHITECTS PC
LUBBOCK, TEXAS
SET NO.
TABLE OF CONTENTS
NOTE: These documents have been arranged in accordance with the CSI
Format for Construction Specifications.
r, BIDDING REQUIREMENTS
NOTICE TO BIDDERS
GENERAL INSTRUCTIONS TO BIDDERS
BID PROPOSAL - BID FOR LUMP SUM CONTRACTS
PAYMENT BOND FORM
PERFORMANCE BOND
CERTIFICATE OF INSURANCE
CONTRACT AGREEMENT
GENERAL CONDITIONS OF THE AGREEMENT
CURRENT WAGE DETERMINATIONS
NOTICE OF ACCEPTANCE
DIVISION 1 - GENERAL REQUIREMENTS
01010 SUMMARY OF THE WORK
01020 ALLOWANCES
01030 ALTERNATES
01045 CUTTING AND PATCHING
01340 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
01500 TEMPORARY FACILITIES
01700 PROJECT CLOSEOUT
DIVISION 2 - SITEWORK
02070 SELECTIVE DEMOLITION
DIVISION 3 - CONCRETE - NOT APPLICABLE
DIVISION 4 - MASONRY - NOT APPLICABLE
DIVISION 5 - METALS
05700
ORNAMENTAL METALWORK
DIVISION 6 - WOOD AND PLASTICS
06100 ROUGH CARPENTRY
06300 FINISH CARPENTRY AND MILLWORK
DIVISION 7 - THERMAL AND MOISTURE PROTECTION - NOT APPLICABLE
DIVISION 8 - DOORS AND WINDOWS
08112 STEEL FRAMES
08410 ALUMINUM ENTRANCES AND STOREFRONTS
08710 DOOR HARDWARE
08600 GLAZING
803B-93
TABLE OF CONTENTS 1 OF 2
DIVISION 9 - FINISHES
09200
LATH AND PLASTER
09255
GYPSUM BOARD ASSEMBLIES
09400
TERRAZZO
09510
ACOUSTICAL CEILINGS
09650
RESILIENT FLOORING
0 96 81
CARPETING
09900
PAINTING
DIVISION 10
- SPECIALTIES - NOT APPLICABLE
DIVISION 11 - EQUIPMENT
12510 PLEATED SHADES
DIVISION 13 - SPECIAL CONSTRUCTION - NOT APPLICABLE
DIVISION 14 - CONVEYING SYSTEMS - NOT APPLICABLE
DIVISION 15 - MECHANICAL
15000 SUPPLEMENTARY GENERAL CONDITIONS FOR
MECHANICAL AND ELECTRICAL
15180 HEATING, VENTILATING, AND AIR CONDITIONING
DIVISION 16 - ELECTRICAL
16110 ELECTRICAL
803E-93
TABLE OF CONTENTS
2 OF 2
NOTICE TO BIDDERS
BID #12798
Sealed bids addressed to Ron Shuffield, Senior Buyer, City of Lubbock, Texas, will be received at the
E office of the Purchasing Manager, Municipal Bldg., 1625 13th St, Room L-04, Lubbock; Texas, 79401, until 2:00
o'clock P.m. on the 12th day of January,1994, or as changed by the issuance of formal, addenda to all
r- planholders, to furnish all labor and materials and perform all work for the construction of the following described
project:
MUNICIPAL COURT OFFICE RENOVATIONS
F
F
After the expiration of the time and date above first written, said sealed bids will be opened by the Buyer
at his office and publicly read aloud
It is the sole responsibility of the bidder to insure that his bid is actually in the office of Purchasing
Manager for the City of Lubbock, prior to the expiration of the date above first written.
The City of Lubbock will consider the bids on the 27th day of January, 1994, at the Municipal
Building, 1625 13th Street, Lubbock, Texas, or as soon thereafter as may be reasonably convenient, subject to the
right to reject any or all bids and waive any formalities. The successful bidder will be required to furnish a
performance bond and payment bond in accordance with Article 5160, Vemon's Ann. Civil St, in the amount of
1005/o 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 11gst Ratin of P or superior• as the rating of the bond company
is a factor that will be considered in determination of the lowest E.sponsible bidder. If th.- contract price does not
exceed $25,000.00 the said statutory bonds will not be required.
Bidders are required, whether or not a payment or performance bond is required„ to submit a cashier's or
certified check issued by a bank satisfactory to the City of Lubbock, or a proposal bond from a reliable surety
company, payable without recourse to the order of the City of Lubbock in an amount not less than 5% of the total
amount of the bid submitted as a guarantee that bidder will enter into a contract and execute all necessary bonds (if
required) within 10 days after notice of award of the contract to him.
It shall be each bidders sole responsibility to inspect the site of the work and to inform himself regarding
all local conditions under which the work is to be done. It shall be understood and agreed that all such factors have
been thoroughly investigated and considered in the preparation of the bid submitted
The plans, specifications, proposal forms and contract documents may be obtained at the offices of
Cox0irks Architects, 1710 15th Street, 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.
F
The City of Lubbock hereby notifies all bidders that in regard to any contract entered into pursuant to this
advertisement, minority and women business enterprises will be afforded equal opportunities to submit bids in
response to this invitation and will not be discriminated against on the grounds of race, color, sex, disability, or
national origin in consideration for an award.
There will be a pre -bid conference on 5th day of January,1994, at 10:00 o'clock a.m., Conference
Room 108, Municipal Building, 1625 13th Street, Lubbock, Texas.
The City of Lubbock does not discriminate against persons with disabilities. City of Lubbock pre -bid
meetings and bid openings are available to all persons regardless of disability. If you would like bid information
made available in a more accessible format or if you require assistance, please contact the Purchasing Department
at (806) 767-2167 (Monday -Friday, 8:00 - 3:00 p.m.) or 1625 13th Street Room L-04 at least 48 hours in advance
of the meeting.
OF L OCK
Ron Shuffield
SENIOR BUYER
i
r- GENERAL INSTRUCTIONS TO BIDDERS
1. SCOPE OF WORK
The Contractor shall furnish all labor, superintendence, machinery, equipment
and all materials necessary to complete this project in accordance with
contract documents for the Municipal Court Remodeling, for the City of Lubbock,
Lubbock, Texas.
All Work covered by this contract shall be cone in accordance with contract
documents described in the General documents described in the General
Conditions.
All bidders shall be thoroughly familiar with all of the requirements set forth
on the contract documents the construction of this project and shall be
responsible for the satisfactory cmmpletion of all work contemplated by said
contract documents.
3. PLANS FOR USE BY BIDDERS
It is the intent of the City of Lubbock that all parties with an interest in
submitting a bid on the project covered by the Contract Documents be given a
reasonable opportunity to examine the documents and prepare a bid without
t 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
r 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 submitted, the City may direct
the Contractor to take such action as the City deems necessary to insure
completion of the project within the time specified.
5. PA)MRr
All payments due to Contractor shall be made in accordance with the provisions
of the General Conditions of the contract documents.
11 6. AFFIDAVITS OF BILLS PAID
The City of Lubbock reserves the right, prior to final acceptance of this
project to require the Contractor to execute an affidavit that all bills for
labor, materials and incidentals incurred in the construction of the
improvements contemplated by the contract documents have been paid in full and
that there are no claims pending, of which the Contractor has been notified.
7
7. MATERIALS AND WORKMANSHIP
The intent of these contract documents is that only materials and workmanship of the best quality and grade will be furnished. The fact that the
specifications may fail to be sufficiently complete in some detail will not
relieve the Contractor of full responsibility for providing materials of high
quality and for protecting then 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 oomplying with this provision.
The specifications for materials and methods set forth in the contract
documents provide minimum. standards of quality which the Owner believes
necessary to procure a satisfactory project.
8. GUARANI'EEs
All equipment and materials incorporated in the project and all construction
shall be guaranteed against defective materials and workmanship. Prior to
final acceptance, the Contractor shall furnish to the Owner, a written general
guarantee which shall provide that the Contractor shall remedy any defects in
the Work, and pay for any and all damages of any nature whatsoever resulting in
such defects, when such defects appear within ONE year fran 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 CONMAC'POR
The contractor will be furnished one set of plans and specifications and
related contract documents for his use during construction. Plans and
specifications for use during construction will only be furnished directly to
the Contractor. The Contractor shall then distribute copies of plans and
specifications to suppliers, subcontractors or others, as required for proper
prosecution of the work contemplated by the Contractor.
10. PROTFX'TION OF THE WORK
The Contractor shall be responsible for the care, preservation, conservation,
and protection of all materials, supplies, machinery, equipment, tools,
apparatus, accessories, facilities, and all means of construction, and any and
all parts of the work whether the Contractor has been paid, partially paid, or
not paid for such work, until the date the City issues its certificate of
completion to Contractor. The City reserves the right, after the bids have
been opened and before the contract has been awarded, to require of a bidder
the following information.
(a) The experience record of the bidder showing completed jobs of a similar
nature to the one covered by the proposed contract and all work in
progress with bond amounts and percentage ompleted.
(b) A sworn statement of the current financial condition of the bidder.
(c) Equipment schedule.
r"
ILTEXAS STATE SALES TAX
This contract is issued by an organization which qualifies for exemption
provisions pursuant to provisions of Article 20.04 of the Texas Limited Sales,
Excise and Use Tax Act.
ro The Contractor must obtain a limited sales, excise and use tax permit which
shall enable him to buy the materials to be incorporated into the work without
paying the tax at the time of purchase.
12.PROTECTION OF SUBSURFACE LINES AND STRUCTURES
It shall be the Contractor's responsibility to prosecute the work contemplated
by the contract documents in such a way as to exercise due! care to locate and
prevent damage to all underground pipelines, utility lines, conduits or other
underground structures which might or could be damaged by Contractor during the
construction of the project contemplated by these contract documents. The City
of Lubbock agrees that it will furnish Contractor the location of all such
underground lines and utilities of which it has knowledge. However, such fact
shall not relieve the Contractor during the prosecution of the work
contemplated by this contract shall be repaired immediately by Contractor to
the satisfaction of the City of Lubbock, Texas, at Contractor's expense.
13.BARRICADES AMID SAFETY MTMURE
The contractor shall, at his own expense, furnish and erect such barricades,
fences, lights and danger signals, and shall take such other precautionary
measures for the protection of persons, property and the work as may be
necessary. The Contractor will be held responsible for all damage to the work
due to failure of barricades, signs, and lights to protect it, and when damage
is incurred, the damaged portion shall be immediately removed and replaced by
Contractor at his own cost and expense. The Contractor's responsibility for
maintenance of barricades, signs, and lights shall not cease until the date of
issuance to Contractor of City's certificate of acceptance of the project.
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
full responsibility for all damage which may occur as a direct or indirect
result of the blasting. In addition, in all cases where explosives are
authorized to be used, the Contractor shall use utmost care so as not to
endanger life or property and the Contractor shall further use only such
methods as are currently utilized by persons, firms, or corporations engaged in
similar type of construction activity.
Explosive materials shall not be stored or kept at the construction site by the
Contractor.
ii 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.
7
15. CONTRACTOR'S REPRESENMTIVE
The successful bidder shall be required to have a responsible local
representative available at all times while the work is in progress under this
contract. The successful bidder shall be required to furnish the name,
address, and telephone number where such local representative may be reached
during the time that the work contemplated by this contract is in progress. _
16 . INSURANCE
The Contractor shall not commence work under this contract until he has
obtained all insurance as required in the General Conditions of the contract
documents, from an underwriter authorized to do business in the State of Texas
and satisfactory to the City. Proof of coverage shall be furnished to the City
and written notice of cancellation or any material change will be provided ten
(10) days in advance of cancellation or change. All policies shall contain an
agreement on the part of the insurer waiving the right to subrogation.
The insurance certificates furnished shall name the City as an additional
insured and shall further state that all subcontractors are named as additional
insureds and the architect of record.
17.LABOR AND WORKIM HOURS
Attention of each bidder is particularly called to the schedule of general
prevailing rate of per diem wages included in these contract documents. The
wage rate which must be paid on this project shall not be less than specified
in the schedule of general prevailing rates of per diem wages as above
mentioned. The bidders' attention is further directed to the requirements of
Article 5159a, Vernon's Annotated Civil Statutes providing for the payment of
the wage schedules above mentioned and the bidder's obligations thereunder.
The inclusion of the schedule of general prevailing rate of per diem wages in
these contract documents does not release the Contractor from conpliance with
any wage law that may be applicable. Construction work under this contract
requiring and inspector will not beyperformed 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 weekerxls
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.
r 18. PAYMENT OF EMPMWEES AND FILING OF PAYROLIS
The Contractor and each of his subcontractors shall pay aich 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 Architect 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
r' of pay, and net pay. The affidavit shall state that the copy is a true and
correct copy of such payroll, that no rebates or deductions (except as shown)
have been made, or will in the future be made from, the wages paid as shown
.• thereon. The Contractor must classify employees according to one of the
classifications set forth in the schedule of general prevailing rate of per
diem wages, which schedule is included in the contract documents.
rThe Contractor shall forfeit as a penalty to the City of Lubbock on whose
behalf this contract is made, ten dollars for each laborer, workman, or
mechanic employed for each calendar day, or portion thereof, such laborer,
workman or mechanic is paid less than the wages assigned to his particular
classification as set forth in the schedule of general prevailing rate of per
diem wages included in these contract documents.
j" 19.PROVISIONS OONCERNIN3 ESCALATOR CLAUSES
Proposals submitted containing any conditions which provide for changes in the
stated bid price due to increases or decreases in the cost of materials, labor
or other items required for the project will be rejected and returned to the
bidder without being considered.
The bidder shall submit his proposal on forms furnished by the City. All blank
spaces in the form shall be correctly filled in and the bidder shall state the
price both in words and numerals, for which he proposes to do the work
contemplated or furnish the materials required. Such prices shall be written
in ink, distinctly and legibly, or typewritten in words shall govern. If the
proposal is submitted by an individual, his name must be signed by him or his
duly authorized agent. If a proposal is submitted by a firm, association, or
partnership, the name and address of each member must be given and the proposal
signed by a member of the firm, association or partnership, or person duly
authorized. If the proposal is submitted by a company or corporation, the
company or corporate name and business address must be given, and the proposal
signed by an official or duly authorized agent. Powers of attorney authorizing
agents or others to sign proposals must be properly certified and must be in
writing and submitted with the proposal. The proposal shall be executed in
ink.
Each proposal shall be enclosed in a sealed envelope, addressed as specified in
the Notice to Bidders, and endorsed on the outside of the envelope in the
following manner:
(a) Bidder's name.
(b) Proposal for (description of the project).
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.
i
r
21. BOUND 00►PY OF OONPRACT DOCUMENTS
Bidders understands and agrees that the contract to be executed by bidder shall
be bound and include the following:
(a) Notice to Bidders.
(b) General instructions to Bidders. --
(c) Bidder's Proposal.
(d) Payment Bond Form.
(e) Performance Bond Fbrm.
(f) Certificate of Insurance.
(g) Contract Agreement.
(h) General Conditions of the Agreement.
(i) Notice of Acceptance Form. -'
(j) Current Wage Determinations.
(k) Architectural, Mechanical and Electrical Plans, Sheets 1 & 2.
(1) Specifications.
(m) All other documents made available to bidder for his inspection in
accordance with the Notice to Bidders.
If Plans and Specifications are too bulky or cumbersome to be physically bound,
they are to be considered incorporated by reference into the aforementioned
contract documents.
BID PROPOSAL
UNIT PRICE WNW=
PLACE: M201cJ PA 1- W«-Q%" rm
ll DATE: , t vj. 12,1 g'4-
PRCI= NUMBER: ) rn 9 MUNICIPAL OOURT REMODELING EM THE CITY OF
UMMOCK.
Pharr Construction Co., Inc.
Proposal of d/b/a 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
Municipal Court Remodeling for the City of Lubbock, having carefully examined the
plans, specifications, instructions to bidders, notice to bidders and all other
related contract documents and the site of the proposed work, and being familiar
with all of the Conditions surrounding the construction of the proposed project
including the availability of materials and labor, hereby proposes to furnish all
l labor, materials, and supplies; and to construct the project in accordance with
the plans, specifications and contract documents, within the time set forth
therein and at the price stated below. The price to cover all expenses incurred
in performing the work required under the contract documents.
MATERIALS:
Twenty-five Thousand Two Hundred Eighty
($ 25,280.00
)
SERVICES:
Sixteen Thousand Eight Hundred Fifty -tiro
($ 16,852.00
)
TOTAL BID:
Forty-two Thousand One Hundred Thirty -tiro
($ 42,132.00
)
Alternate No. 1 - Change the north, west and south painted wall finish in
Judge
Room 111 to
field applied vinyl wall fabric.
Six Hundred Sixty and no/100 Add $ 660.00
r Unit cost for 5/8" prefinished gypsum board to be substituted for existing
prefinished gypsum board shown to be reused in South Lobby Wall $ .93 sq. Ft.
(Amount shall be shown in both words and figures. In Case: of discrepancy, the
amount shown in words shall govern.)
Bidder hereby agrees to c=rance 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 with 60 consecutive calendar days thereafter as stipulated in
the specifications and other contract documents. Bidder hereby further agrees to
pay the Owner as liquidated damages the sum of $100.00 (ONE HUNDRED DOLLARS) for
each consecutive calendar day in excess of the time set forth hereinabove for
completion of this project, all as more fully set forth in the general conditions
of the contract documents.
Bidder understands and agrees that this bid proposal shall be completed and
submitted in accordance with instruction number 20 of the General Instructions to
Bidders.
7
Bidder understands that the Owner reserves the right to reject any or all bids
rand to waive any formality in. the bidding.
` The Bidder agrees that this bid shall be good and may not be withdrawn for a
period of thirty (30) calendar days after the scheduled closing time for receiving
bids.
The undersigned Bidder hereby declares that he has visited the site of the work
and has carefully examined the plans, specifications and contract documents
pertaining to the work covered by this bid, and he further agrees to cmuence work
on or before the date specified in the written notice to proceed, and to
substantially oomplete the work on which he has bid; as provided in the contract
documents.
Enclosed -with this proposal is a Cashier's Check or Certified Check for
Dollars ($ ) or a Proposal Bond in the
sum of 5% of total amount bid Dollars ($ 5% ), 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 proposal; otherwise, said check or bond shall be returned to
the undersigned upon demand.
r Bidder understands and agrees that the contract to be executed by Bidder shall
be bound and include all contract documents made available to him for his
inspection in accordance with the Notice to Bidders.
We acknowledge addenda #1 and #2. Pharr Construction Co., Inc.
r d/b/a PharY & Comvanv
(Seal if Bidder is a Corporation)
ATTEST:
n�,�,
tary Jackie Miller
r
BY: _
Ji v R. Pharr
F.
Pharr Construction Co., Inc. d/b/a Pharr & Company
LIST OF SUBCONTRACTORS
This form shell be completed and submitted with the Bidderfs Proposal.
Minority Owned
Yes No
I. Crafton's Glass x
2. James Griffin Construction x
3. Yates Carpet, Inc. _ x
4. John R. Hall Company _ x
5. The Window Covering Co. x _
6. Stover Electric x
T. Sinclair Heating & Air _ x
8.
9.
10.
UNITED STATES Fl
h -
F
ARANTY COMPANY
BID BOND
BONDNUMBER........................................................................................
KNOW ALL MEN BY THESE PRESENTS:
THAT ...................... PIN=...CC=I .1CtiOA..CODPaRy.,....Inc..»clba...P13arr'...&...Cwpan'..........................................
.................................................................................................................... of .......Lubbock.... Texas.................................................................
............................................................................................................................................................. as Principal , and UNITED STATES FIDELITY AND
GUARANTY COMPANY, a Maryland corporation, as Surety, are held and firmly bound unto ............................. .......................................... .........
_...
City of Lubbock
......................................................................................................................................................................................................._.......................................
as Obligee, in the full and just sum of.... FIVE PER= OF AMOUNT BID BY PRIN(;.Tlp --
.............. ........ ............... ..... ....... ._.....
.................................................................._..............-.-.r..-(5$..o£...Bi.d)..--.-....-.-...................................... ................................... ...... Dollars,
lawful money of the United States, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors,
administrators, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the said Principal is herewith submitting its proposal
Municipal Court Office Renovations, Project #12798
THE CONDITION OF THIS OBLIGATION is such that if the aforesaid Principal shall be awarded the contract the said Principal will, within the
time required, enter into a formal contract and give a good and sufficient bond to secure the performance of the terms and conditions of
the contract, then this obligation to be void; otherwise the Principal and Surety will pay unto the Obligee the difference in money between
the amount of the bid of the said Principal and the amount for which the Obligee legally contracts with another party to perform the work
if the latter amount be in excess of the former, but in no event shall liability hereunder exceed the penal sum hereof.
Signed, sealed and delivered ....... 1-12-94... ....................... per Construction
mate? Company, Inc.
dba Pharr & Company
gyR.
.D/.... t l�` ......... ...... .rr, President
TED STATES FIDELITY AND GUARANTY COMPANY
r...».................. .».... _........ Y. ..»..
Ci Gross Attorney -In -fact
Contract 11 (Revised) 1-74)
722905
UNITED STATES FIDELITY AND GUARANTY COMPANY
7
€ j POWER OF ATTORNEY
a NO. 108092
r
KNOW ALL MEN BY 'THESE PRESENTS: That UNITED STATES FIDELITY AND GUARANTY COMPANY. a corporation organized and existing
under the laws of the State of Maryland and having its principal office at the City of Baltimore, in the State of Maryland, does bereby wostitute and appoint
Donal Boley, Steve Deal, Laura Espinoza, Ruth Anderson, Amy R. Brmm, Ginger Delzell
and Staci Gross
of the City of Wichita Falls , State of Texas its true and lawful Attorney(s)-in-Fact, each in their separate
capacity if more than one. is named above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other
written instruments in the nature thereof on behalf of the Company in its business of guaranteeing the fidelity of persons; guaranteeing the performance of contracts;
and executing or guaranteeing bonds and undertakings requited or permitted in any actions or proceedings allowed by law.
In Witness Whereof; the said UNITED STATES FrDEU17Y AND GUARANTY COMPANY has caused this instrument to be sealed with its corporate seal.
duly attested by the signatures of its Senior Via President and Assistant Secretary, this10th day of Decer(ber , A.D. 1993.
UNITED STATES FIDELITY AND GUARANTY COMPANY
lop (Signed) By...I/....iresid..
o � � Senior Vice PresidtSigned
nt
B.........................
Assistant Secretary
STATE OF MARYIAND)
SS:
BALTIMORE CITY )
On this loth day of Der , A.D.19 93 , before me personally cure Robert J . Lamendola
Senior Vice President of the UNITED STATES FIDELiIY AND GUARANTY COMPANY and Paul D. Sims , Assistant
Secretary of said Company, with both of whom I am personally acquainted, who being by me severally duly swom; laid, that they, the said Robert J .
Lamendola and Paul D . Sims were respectively the Senior Vice President and the Assistant Secretary of
the said UNITED STATES FIDELITY AND GUARANTY COMPANY. the corporation described imand.which executed the foregoing Power of Attorney; that they
eseb knew the seal of said corporation; that the seal affixed to said Power of Attorney was such corporate seal, that it was to affixed by order of the Board of Directors
of said corporation, and that they signed their names thereto by like order as Senior Vice President and Assistant Secretary, respectively, of the Company.
My Commission expires the llth &yin March ti;. k-D.19 95
(Signed) !� M.... s ..
44�,p NOTARY PUBLIC
Tbus Power of Attorney is granted under and by authority of the following Resolutions adopted by the Board of Directors of the UNITED STATES
FIDELXIY AND GUARANTY COMPANY on September 24, 1992:
RESOLVED, that in connection with the fidelity and surety insurance business of the Company, all bonds, undertakings, contracts and other instruments
relating to said business my be signed, executed, and acknowledged by persons or entities appointed as Attorneys) -in -Fact pursuant to a Power of Attorney issued in
accordance with these resolutions. Said Power(s) of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company.
either by the Chairman, or the President, or an Executive Vice President, or a Senior Vice President, or a Vice President or an Assistant Vice President, jointly with the
Secretary or an Assistant Secretary, under their respective designations. 71ke signature of such officers rosy be engraved, printed or lithographed. The signature of each
of the foregoing officers and the seal of the Company may be a8umd by facsimile to any Power of Attorney or to any certificate relating thereto appointing
Attorney(s)-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof. and, unless subsequently
revoked and subject to any limitations set forth therein, any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and
binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile sal shall be valid and binding upon the Company
with respect to any bond or undettaldng to which it is validly attached.
RESOLVED, that Attomcy(s)-in-Fact shall have the power and authority, unless subsequently revoked and, in any ease, subject to the terms and limitations
of the Power of Attorney issued to them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings,
and other writings obligatory in the nature thereof. and any such instrument executed by such Attomey(s)-in-Fact shall be as binding upon the Company as if signed by
an Executive Officer and sealed and attested to by the Secretary of the Company.
I. Paul D . Sims , an Assistant Secretary of the UNITED STATES FIDELITY AND GUARANTY COMPANY,
do hereby certify that the foregoing is a true excerpt from the Resolution of the said Company as adopted by its Board of Directors on September 24, 1992 and that this
Resolution is in Poll fora and effect.
1. the undersigned Assistant Secretary of the UNITED STATES FIDELITY AND GUARANTY COMPANY do hereby certify that the foregoing Power of
Attorney is in full fosse and effect and has not been revoked.
In Testimony Whereof. I have hereunto set m y hand and the seal =TATEs FmE= AGUARANTY COMPANY on this 12thday
of January ,1994. ND
.............................................
savarn
a law Assistant Secretary
br rat+rp
FS 3 (10-92)
46
WTV
UNITED STATES FIDELI UAR-,-ANTY COMPANY
(A St k o P any)
TEXAS STATUTORY PAYMENT BOND
(Penalty of this bond must be 100% of Contract amount)
STATE OF TEXAS
COUNTY OF LUBBOCK BOND NUM13ER....
KNOW ALL MEN BY THESE PRESENTS:
That .... RWK. qqrWt4:?4qtion. Company,, dba Pharr & Company, .y . ....................................................
.................................. .....................................................................................
(hereinafter called the Principal), as Principal, and UNITED STATES FIDELITY AND GUARANTY COMPANY,
a corporation organized under the laws of the State of Maryland, a Corporate Surety authorized and admitted
to do business in the State of Texas and licensed by the State of Texas to execute bonds as Surety, (hereinafter
called the Surety), as Surety, are held and firmly bound unto ....................................................
..
............... City, ,of Lubbock, Texas
...................................................................... ........
(hereinafter called the Obligee), in the penal sum of ..............................................................
i5l
F.Q PIT X. M. TUMW. 5.bNW HWUP. HIP=. M. AND. WJ 10 0-7-77:7 ..................... Dollars
...................... ) for the payment of which sum well and truly to be made, we bind ourselves,
our heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the27th
day of ... J4n=Y .......... . 19-94 a copy of which is hereto attached and made a part hereof, for
Bid #12798-Municipal Court office Renovations
T�-
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall
pay all claimants supplying labor and material to him or a subcontractor in the prosecution of the work provided
for in said contract, then, this obligation shall be void; otherwise to remain in full force and effect.
PROVIDED HOWEVER, that this bond is executed pursuant to the provisions of Article 5160, Revised
Civil Statutes of Texas and all liabilities on this bond to all such claimants shall be! determined in accordance
with the provisions thereof to the same extent as if it were copied at length herein.
IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this
...... ............. day of ..F.ehr=Y ........... . 19.94 Pharr Construction Company, Inc.
dba Pharr & company
...... ............................................ .... ... ........... 41Y. A .4; .................... (Seal)
............................... (Seal)
---4-M-0k -�harr,
Pharr, President
ONO CHECK
D STAS FIDELITY AND GUARANTY COMPANY
BEST RATING
LICENSED IN TEXAS B ....... . ........................
,,,,(Seal)
Staci Gross ay -in -fact
DATE z1112'-f BY
�wiLa*oi�--Vbga y, gL
Contract 214 (Texas) (10-89)
722926
r
UNITED STATES FIDELITY AND GUARANTY COMPANY
POWER OF ATTORNEY
NO. 108092 W.
KNOW ALL MEN BY THESE PRESENTS: That UNITED STATES FIDELITY AND GUARANTY COMPANY, a corporation organized and existing
under the laws of the State of Maryland and having its principal office al the City of Baltimore, in the State of Maryland, does hereby constitute and appoint
Donal Boley, Steve Deal, Laura Espinoza, Ruth Anderson, Amy R. Brawn, Ginger Delzell
and Staci Gross
of the City of Wichita Falls , State of Texas its true and lawful Attorneys) -in -Fact, each in their separate
capacity if more than one is named above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other
written instruments in the nature thereof on behalf of the Company in its business of guaranteeing the fidelity of persons; guaranteeing the performance of contracts;
and executing or guaranteeing bonds and undertakings required or permitted in any actions or proccedings allowed by law.
In Witness Whereof, the said UNITED STATES FIDELITY AND GUARANTY COMPANY has caused this instrument to be sealed with its corporate seal,
duly attested by the signatures of its Senior Vice President and Assistant Secretary, this 10th day of December , A.D. 19 93 .
UNITED STATES FIDELITY AND GUARANTY COMPANY
r7
s°0rO"� (Signed) By...�.
x Senior Vice President
(Signed) By........ .GU?".......... ................
Assistant Secretary
STATE OF MARYLAND) ' -
SS:
BALTIMORE CITY )
.. - On this loth day of Der , A.D. 19 93 , before me personally came Robert J . Lamendola
Senior Vice President of the UNTIED STATES FIDELITY AND GUARANTY COMPANY and Paul D . Sims , Assistant
Secretary of said Company, with both of whom I am personally acquainted, who being by me severally duty sworn, said that they, the said Robert J .
Lamendola and Paul D . Sims were respectively the Senior Vice President and the Assistant Secretary of
'.: the said UNITED STATES FIDELITY AND GUARANTY COMPANY, the corporation described in and which executed the foregoing Power of Attorney; that they
each knew the seal of said corporation; that the seall affixed to said Power -of Attorney was such corponte seal, that it was so affixed by order of the Board of Directors
of said corporation, and that they signed their names thereto by like order as Senior Viet President and Assistant Secretagr, respectively, of the Company.
My Commission expires the 11th day in ,March A.D.19 95.
e
(Signed) ... NOTARY PUBLIC
_
This Power of Attorney is granted under and by authority of the following Resolutions adopted by the Board of Directors of the UNITED STATES
FIDELITY AND GUARANTY COMPANY on September 24, 1992:
RESOLVED, that in connection with the fidelity and surety insurance business of the Company, all bonds, undertakings, contracts and other instruments
relating to said business may be signed, executed, and acknowledged by persons or entities appointed as Attorney(s)-in-Fact pursuant to a Power of Attorney issued in
accordance with these resolutions. Said Power(,) of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company,
either by theChairman- or the President, or an Executive Vice President, or a Senior Vice President, or a Vice President oran Assistant Vice President, jointly with the
Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signatureof each
of the foregoing officers and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any cm.i5eate relating thereto appointing
Attorncy(s)-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and, unless subsequently
revoked and subject to any limitations set fortb therein, any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and
binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company
i with respect to any bond or undertaking to which it is validly attached.
RESOLVED, that Attorney(s)-in-Fact shall have the power and authority, unless subsequently revoked and, in, any case, subject to the terms and limitations
of the Power of Attorney issued to them to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings,
and other writings obligatory in the nature thereof, and any such instrument executed by such Attorneys) -in -Fact shall br. as binding upon the Company as if signed by
an Executive Officer and sealed and attested to by the Secretary of the Company.
I. Paul D . Sims . an Assistant Secretary of the UNITED STATES FIDELITY AND GUARANTY COMPANY,
do hereby certify that the foregoing is a true excerpt from the Resolution of the said Company as adopted by its Board of Directors on September 24, 1992 and that this
Resolution is in full force and effect
1, the undersigned Assistant Secretary of the UNrMD STATES FIDELITY AND GUARANTY COMPANY do hereby certify that the foregoing Power of
Attorney is in full force and effect and has not been revoked. I
.
In Testimony Whereof, I have hereunto set arty hand and the seal ;t7A= AND GUARANTY COMPANY on this 1St day
of February19 94
�t....................................
raoraraao
r f 1tt06 ` Assistant Secretary
FS 3 (10-92)
i
r
UNITED STATES FI
STATE OF TEXAS
FOR AkANTY COMPANY
...
TEXAS STATUTORY PERFORMANCE BOND
(Penalty of this bond must be 100% of Contract amount)
COUNTY OF I,UBBXK BOND NUMBER ... 01,201A1b1945.....
KNOW ALL MEN BY THESE PRESENTS:
That .... phar
g. QQrptrpq.t ,Qn .,Q4mpA4y... &..Coulpany .........................
........................................................................................................................
(hereinafter called the Principal), as Principal, and UNITED STATES FIDELITY AND GUARANTY COMPANY,
a corporation organized under the laws of the State of Maryland, a Corporate Surety, authorized and admitted
to do business in the State of Texas and licensed by the State of Texas to execute bonds as Surety, (hereinafter
called the Surety), as Surety, are held and firmly bound unto ....................................................
............... CitY..4 ????R�,.. ��5 ............... .................................................
(hereinafter called the Obligee), in the penal sum of..............................................................
FORTY ..TN4U$ANA. Sl' . TWO. MO. =120.0==..................... Dollars
792.00 , , , , , , , ) for the payment of which sum well and truly to be made, bind ourselves,
our heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the
....... 27th ...day of...:7an '...........19 ..94 ..., a copy of which is hereto attached and made a part
hereof, for
Bid #12798—Municipal Court Office Renovations
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, Revised
Civil Statutes of Texas and all liabilities on this bond shall be determined in accordance with the provisions
thereof to the same extent as if it were copied at length herein.
IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this
..1st..... day of ..February ............ 9. 94 Pharr Construction Co., Inc.
' dba Pharr & Company
.......... .......... e .....................
. ............
OND CHECK
BEST RATING 14
LICENSED IN TEXAS .
DATEZ LPL BY '-21
........ ....�.��. ........... . .... (Seal)
. (Seal)
imm . harr, resident
IT D STA FIDELITY AND GUARANTY COMPANY
By C.: .. (Seal)
ciss/ Attomay4n-fact
Contract 213 (Texas) (10-89)
r
OF. INSURANCE ISSUE DATE (N(MIDD/YY)
.CERTIFICATE
PRODUCER
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND
CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE
DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE
Boley Featherston Insurance
POLICIES BELOW.
P. 0. Drawer 10
COMPANIES AFFORDING COVERAGE
Wichita Falls TX 76207
- _-... _...... _._._ .......... __ _._.._ _..... _ .._...__. _...._ .
COMPANY
`E,reR A_ ____ _TRINITY_ UNIVERSAL INSURANCE CO
COMPANY
B
INSURED
LErreR
TR I N.I TY... UNIVERSAL OF _-KANSAS _
COMPANY `.
LETTER ..__ __._._._..TEXAS . WORKERS__.COMP, INS I FUND _
PHARR CONSTRUCTION COMPANY INC
COMPANY
DBA PHARR & COMPANY
LETTER _..,_ .. _ ......NORTHBP PROPERTY . &,. ,CASUALTY
P 0 BOX .22791
COMPANY
E
I;4nnrK T Y 7q4OR
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.
CO TYPE OF INSURANCE POLICY NUMBER
LTR
POLICY EFFECTIVE POLICY EXPIRATION LIMITS
DATE (MM/DD/YY) DATE (MMIDD/YY)
GENERAL LIABILITY
GENERAL AGGREGATE $2v 00V, (^ 00
A X COMMERCIAL GENERAL LIABILITY TXP9827710
08/ 1 5/9""i 08/ 1 S/S4 PRODUCTS-COMPIOP AGG $
_ _.1, 000, 000
CLAIMS MADE X OCCUR.
PERSONAL 6 ADV. INJURY S 1 QQ0 000
OWNER'S 6 CONTRACTOR'S PROT.
EACH OCCURRENCE $1, ,O00,.000
FIRE DAMAGE (Any one fire) $50, 000
MED. EXPENSE (My one person) $5 i000
AUTOMOBILE LIABILITY
COMBINED SINGLE i
B X ANY AUTO TCA98.:7711
08/ 15/g3 08/ 15/94 LIMIT_ ..._... .. _ _ .__ 1, 0001.000
ALL OWNED AUTOS
BODILY INJURY i
SCHEDULED AUTOS
(Per person)
X HIRED AUTOS
BODILY INJURY
t
_X NON -OWNED AUTOS
(Per accident)
GARAGE LIABILITY
PROPERTY DAMAGE S
EXCESS LIABILITY
EACH OCCURRENCE $
�r t
UMBRELLA FORM 8277.2
rt % U0..Q
08/ 1.5/93 08/ 15/ J4 AGGREGATE _
OTHER THAN UMBRELLA FORM
WORKER'S COMPENSATION
STATUTORY LIMITS
C TSF 114 ` 5
1 1 /01 / 9e3 i 1 /0Al/ 94 EACH ACCIDENT $5008000.
AND
DISEASE POLICY LIMIT $500, 000.
EMPLOYERS' LIABILITY
DISEASE —EACH EMPLOYEE i!Soo 000.
OTHER
D 737572
08/15I52,1 08/15/54 750,000 JOBSITE
1, 500, 000 OCCUR
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS
RE: BID #1'�758 MUNICIPAL COURT OFFICE RENOVATIONS
THE CITY OF LUBBOCK IS SHOWN AS
ADDNL INSURED IN RESPECTS TO THE GENERAL
LIABILITY COVERAGES AND BUSINESS
AUTO COVERAGES.
CERTIFICATE HOLDER
CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
CITY OF LUBBOCK
"" MAIL -U;L.- DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
P O BOX 2000
LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR
LUBBOCK TX 79457
LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES.
AUTHORIZED REP ENTATIVE
BOLE
ACORD 25-S (7190)
"' " ®ACORD CORPORATION 199
F
7 CONTRACT
STATE OF TEXAS
COUNTY OF LUBBOCK
THIS AGREEMENT, made and entered into this L7thday of January. 1994, by and between the City of Lubbock, County
of Lubbock, State of Texas, acting by and through David R. Langston, Mayor, thereunto authorized to do so, hereinafter referred to
as OWNER, and PHARR CONSTRUCTION CO., INC. of the City of Lubbock. County of Lubbock. and the State of Ian
hereinafter termed CONTRACTOR.
F
I
F
F
7
WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed
by the OWNER and under the conditions expressed in the bond bearing even date herewith (if any) the CONTRACTOR hereby
agrees with OWNER to commence and complete the construction of certain improvements described as follows:
BII) #12798 - MUNICIPAL COURT OFFICE RENOVATIONS FOR $42,792.00
and all extra work in connection therewith, underthe terms as stated in the contract documents and at his (or their) own proper cost
and expense to furnish all materials, supplies, machinery, equipment, tools, superintendence, labor, insurance and other accessories
and services necessary to complete the said construction in accordance with the contract documents as defined in the General
Condition of Agreement.
The CONTRACTOR hereby agrees to commence work within ten days after the date written notice to do so shall have been given
to him and to substantially complete same within the time specified in the contract documents.
The OWNER agrees to pay the CONTRACTOR in current funds for the performance of the contract in accordance with the
proposal submitted therefore, subject to additions and deductions, as provided in the contract documents and to make payment on
account thereof as provided therein.
IN WITNESS WIMEOF, the parties to these presents have
year and day first above written.
ATTEST:
this agreement in Lubbock, Lubbock County, Texas in the
CONTRACTOR:
By:
IM-3
iMM`! )4 F'waee.
COMPLETE ADDRESS:
P.O. Box 2791
Lubbock. TX 79408
INC.
Corpo to Secretary
r
GENERAL CONDITIONS OF THE AGREEMENT
•ice
Whenever the word Owner, or the expression Party of the First Part, or First Party, are used in this contract, it shall be
understood as referring to the City of Lubbock, Texas.
F2. 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 CONSTRUCTION CO., INC. who has agreed
to perform the work embraced in this contract, or to his or their legal representative.
OWNER'S REPRESENTATIVE
Whenever the word Owner's Representative or representative is used in this contract, it shall be understood as referring to
GEORGE LISENBE BUILDING AND ENERGY MANAGEMENT ADMINISTRAT R City of Lubbock, under
whose supervision these contract documents, including the plans and specifications, were prepared, and who will inspect
constructions; or to such other representative, supervisor, or inspector as may be authorized by said Owner to act in any
particular under this agreement. Engineers, supervisor or inspectors will act for the Owner under the direction of Owner's
Representative, but shall not directly supervise the Contractor or men acting in behalf of the Contractor.
4. CONTRACT DOCUMENTS
The contract's documents shall consist of the Notice to Bidders, General Instructions to Bidders, Proposal, Signed
Agreement, Statutory Bonds (if required), General Conditions of the Agreement, Special Conditions of the Agreement (if
any), Specifications, Plans, Insurance Certificate, and all other documents made available to Bidder for his inspection in
accordance with the Notice to Bidders.
S. INTERPRETATION OF PHRASES
Whenever the words "Directed," "Permitted," "Designated," "Required," "Considered Nece.�ssary," "Prescribed," or words of
like import are used, it shall be understood that the direction, requirement, permission, order, designation or prescription of
the Owner's Representative is intended; and similarly, the words "Approved," "Acceptable," "Satisfactory," or words of like
import shall mean approved by or acceptable or satisfactory to the Owner's Representative.
6. L 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 shell have no responsibility to any
Subcontractor employed by Contractor for performance of work on the project contemplated by these contract documents,
but said Subcontractors will look exclusively to Contractor for any payments due Subcontractor.
7. WRITTEN NOTICE
Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm
or to an officer of the corporation for whom it is intended, or if delivered at or sent certified mail to the last business address
known to him who gives the notice.
r
8. WORK
Unless otherwise stipulated, the Contractor shall provide and pay for all materials, supplies, machinery, equipment, tools,
superintendence, labor, insurance, and all water, light, power, fuel, transportation and all other facilities necessary for the
execution and completion of the work covered by the contract documents. Unless otherwise specified, all materials shall be
new and both workmanship and materials shall be of a good quality. The Contractor shall, if required, furnish satisfactory
evidence as to the kind and quality of materials. Materials or work described in words which so applied have well known,
technical or trade meaning shall be held to refer such recognized standards.
All work shall be done and all materials furnished in strict conformity with the contract documents.
9. SUBSTANTIALLY COMPLETED
The term "Substantially Completed" is meant that the structure or project contemplated by the contract documents has been
made suitable for use or occupancy or the facility is in a condition to serve its intended purpose, but still may require minor
miscellaneous work and adjustment.
10. LAYOUT
Except as specifically provided herein, the Contractor shall be responsible for laying out all work and shall accomplish this
work in a manner acceptable to the Owner's Representative. The Owner's Representative will check the Contractor's layout
of all major structures and any other layout work done by the Contractor at Contractor's request, but this check does not
relieve the Contractor of the responsibility of correctly locating all work in accordance with the Plans and Specifications.
11. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE
The Contractor shall be furnished with one copies of all Plans, Profiles and Specifications without expense to him and he
shall keep one copy of same consistently accessible on the job site.
12. RIGHT OF ENTRY
The Owner's Representative may make periodic visits to the site to observe the progress of quality of the executed work and
to determine, in general, if the work is proceeding in accordance with the contract documents. He will not be required to
make exhaustive or continuous onsite inspections to check the quality or quantity of the work, nor will he be responsible for
the construction means, methods, techniques, sequences or procedures, or the safety precautions incident thereto. His
efforts will be directed towards providing assurances for the Owner that the completed project will conform to the
requirements of the contract documents, but he will not be responsible for the Contractor's failure to perform the work in
accordance with the Contract Documents. On the basis of his onsite observations, he will keep the Owner informed of the
progress of the work and will endeavor to guard the Owner against defects and deficiencies in the work of the Contractor.
13. LINES AND GRADES
All lines and grades shall be furnished by the Owner's Representative whenever necessary for the commencement of the
work contemplated by these contract documents or the completion of the work contemplated by these contract documents.
Whenever necessary, Contractor shall suspend his work in order to permit Owner's Representative to comply with this
requirement, but such suspension will be as brief as practical and Contractor shall be allowed no extra compensation
therefore. The Contractor shall give the Owner's Representative ample notice of the time and place where lines and grades
will be needed. All stakes, marks, etc., shall be carefully preserved by the Contractor, and in case of careless destruction or
removal by him, his Subcontractors, or his employees, such stakes, marks, etc., shall be replaced by the Owner's
Representative at Contractor's expense.
14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY
Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the Owner's
Representative shall review all work included herein. He has the authority to stop the work whenever such stoppage
may be necessary to insure the proper execution of the contract. In order to permit delays and disputes and to
discourage litigation, it is further agreed that the Owner's Representative shall, in all cases, determine the
amounts and quantities of the several kinds of work which are to be paid for under this contract. Me shall
determine all questions in relation to said work and the construction thereof, and shall, in all cases, decide every
question which may arise relative to the execution of this contract on the part of said Contractor. The Owner's
Representatives's estimates and findings shall be conditions precedent to the right of the parties hereto to
arbitration or to any action on the contract, and to any rights of the Contractor to receive any money under this
contract; provided, however, that should Owner's Representative render any decision or give any direction, which in
the opinion of either party hereto, is not in accordance with the meaning and intent of this contract, either party
may file with said Owner's Representative within 30 days his written objection to the decision or direction so
rendered, and by such action may reserve the right to submit the questions so raised to arbitration as hereinafter
provided. It is the intent of this Agreement that there shall be no delay in the execution of the work,,therefore,
written decisions or direction of the Owner's Representative as rendered shall be promptly carried out, and any
claim arising therefrom shall be thereafter adjusted to arbitration as hereinafter provided.
The Owner's Representative shall, within a reasonable time, render and deliver to both the Owner and the Contractor
a written decision on all claims of the parties hereto and on all questions which may arise relative to the
execution of the work or the interpretation of the contract, specifications and plans. Should the Owner'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 Contractor shall furnish all
reasonable aid and assistance required by the subordinate engineers, supervisors or inspectors for the proper
inspection and examination of the work. The Contractor shall regard and obey the directions and instructions of any
subordinate engineers, supervisors or inspectors so appointed, when such directions and instructions are consistent
with the obligations of this Agreement and accompanying plans and specifications provided, however, should the
Contractor object to any orders by any subordinate engineer, supervisor or inspector, the Contractor may within six
(6) days make written appeal to the Owner's Representative for his decision.
16. CONTRACTOR'S 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, shall be under the exclusive charge and control of the Contractor and
all risk in connection therewith shall be borne by the Contractor.
The Owner or Owner's Representatives will not be responsible for the acts or omissions of the Contractor, or any
subcontractors, or any of his agents or employees, or any other persons performing any of the work.
17. CONTRACTOR'S UNDERSTANDING
it is understood and agreed that the Contractor has, by careful examination, satisfied himself as to the nature and
location of the work, the confirmation of the ground, the character, quality and quantity of materials to be
encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the work,
and the general and local conditions, and all other matters which in any way effect the work under this contract.
No verbai 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.
is. CHARACTER OF WORKMEN
The Contractor agrees to employ only orderly and competent men, skillful in the performance in the type of work
required under this contract, to do the work; and agrees that whenever the Owner's Representative shall inform him
in writing that any man or men on the work, are, in his opinion, incompetent, unfaithful, or disorderly, such man or
men shall be discharged from the work and shall not again be employed on the work without the Owner's
Representative's written consent.
19. CONSTRUCTION PLANT
The Contractor shall provide all labor, tools, equipment, machinery and materials necessary in the prosecution and
completion of this contract where it is not otherwise specifically provided that Owner shall furnish same, and it is
also understood that Owner shall not be held responsible for the care, preservation, conservation, or protection of _
any materials, tools, equipment or machinery or any part of the work until it is finally completed and accepted.
The building of structures for the housing of men or equipment will be permitted only at such places as the Owner's
Representative shall direct, and the sanitary conditions of the grounds in or about such structure shali at all
times be rodintained in a manner satisfactory to the Owner's Representative.
20. SANITATION
Necessary sanitary conveniences for the use of laborers on the work site, properly secluded from public observation,
shall be constructed and maintained by the Contractor in such manner and at such points as shall be approved by the
Owner's Representative and their use shall be strictly enforced.
21. OBSERVATION AND TESTING
The Owner or Owner's Representative shall have the right at all reasonable times to observe and test the work.
Contractor shall make necessary arrangements and provide proper facilities and access for such observation and
testing at any location wherever work is in preparation or progress. Contractor shall ascertain the scope of any
observation which may be contemplated by Owner or Owner's Representative and shall give ample notice as to the time
each part of the work wiLL be ready for such observation. Owner or Owner's Representative may reject any work found
to be defective or not in accordance with the contract documents, regardless of the stage of its completion or the
time or place of discovery of such errors and regardless of whether Owner's observer has previously accepted the
work through oversight or otherwise. If any work should be covered without approval or consent of the Owner, it
must, if requested by Owner or Owner's Representative, be uncovered for examination at Contractor's expense. In the
event that any part of the work is being fabricated or manufactured at a location where it is not convenient for
Owner or Owner's Representative to make observations of such work or require testing of said work, then in such
event Owner or Owner's Representative may require Contractor to furnish Owner or Owner's Representative certificates
of inspection, testing or approval made by persons competent to perform such tasks at the location where that part
of the work is being manufactured or fabricated. All such tests will be in accordance with the methods prescribed
by the American Society for Testing and Materials or such other applicable organization as may be required by law or
the contract documents.
u
If any work which is required to be inspected, tested, or approved is covered up without written approval or consent
of the Owner or Owner's Representative, it must, If requested by the Owner or Owner's Representative, be uncovered
for observation and testing at the Contractor's expense. The cost of all such inspections, tests and approvals
shall be 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
4!" does not meet the requirements of the contract documents shall be considered defective. Such defective work shall
I!, be corrected at the Contractor's expense.
r` Neither observations by the Owner or Owner's Representative, nor inspections, tests, or approvals made by Owner,
Owner's Representative, or other persons authorized under this agreement to make such inspections, tests, or
approvals shall relieve the Contractor from his obligation to perform the work in accordance with the requirements
of the contract documents.
22. DEFECTS AND THEIR REMEDIES
It is further agreed that if the work or any part thereof, or any material brought on the site of the work for use
in the work or selected for the same, shall be deemed by the Owner or Owners' Representative as unsuitable or not in
conformity with plans, specification and contract documents, the Contractor shall, after receipt of written notice
thereof from the Owner's Representative, forthwith remove such material and rebuild or otherwise remedy such work so
that it shall be in full accordance with this contract. It is further agreed that any remedial action contemplated
as hereinabove set forth shall be at Contractor's expense.
23. CHANGES AND ALTERATIONS
The Contractor further agrees that the Owner may make such changes and alterations as the Owner may see fit, in the
Line, grade, form dimensions, plans or or materials for the work herein contemplated, or any part thereof, either
before or after the beginning of the construction, without affecting the validity of this contract and the
accompanying bond.
If such changes or alterations diminish the quantity of the work to be done, they shall not constitute the basis for
a claim for damages, or anticipated profits on the work that may be dispensed with. If they increase the amount of
work, and the,increased work can fairly be classified under the specifications, such increase shall be paid
according to the quantity actually done and at the unit price established for such work under this contract;
otherwise such additional work shall be paid for as provided under Extra Mork. In case the Owner shall make such
changes or alterations as shall make useless any work already done or material already furnished or used in said
work, then the Owner shall recompense the Contractor for any material or labor so used, and for any actual loss
occasioned by such change, due to actual expenses incurred in preparation for the work as originally planned.
24. EXTRA WORK
The term "extra work" as used in this contract shall be understood to mean and include all work that may be required
by the Owner or Owner's Representative to be done by the Contractor to accomplish any change, alteration or addition
to the work as shown on the plans and specifications or contract documents and not covered by Contractor's proposal,
except as provided under Changes and Alterations herein.
It is agreed that the Contractor shall perform all extra work under the direction of the Owner's Representative when
presented with a written work order signed by the Owner's Representative; subject, however, to the right of the
Contractor to require written confirmation of such extra work order by the Owner. It is also agreed that the
compensation to be paid to the Contractor for performing said extra work shall be determined by the following
methods:
Method (A)
Method (B)
h
Method (C)
s.
By agreed unit prices; or
By agreed lump sum; or
If neither Method (A) or Method (B) be agreed upon before the extra work is commenced, then
the Contractor shall be paid the actual field cost of the work, plus fifteen (15%) per
cent.
r
In the event said extra work be performed and paid for under Method (C), then the provisions of this'parsgraph shall
apply.and the "actual field cost" is hereby defined to include the cost of all workmen, such as foremen,
timekeepers, mechanics and laborers, materials, supplies, teams, trucks, rentals on machinery and equipment, for the
time actually employed,or used on such extra work, plus actual transportation charges necessarily incurred, together
with all expenses incurred directly on account of such extra work, including Social Security, Old Age Benefits,
Maintenance Bonds, Public liability and Property Damage and Workmen's Compensation and all other insurances as may
be required by law or ordinances or directed by the Owner or Owner's Representative, or by them agreed to. owner's
Representative may direct the form in which accounts of the actual field cost shall be kept and records of these
accounts shalt 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;.otherwlse, these matters shall be determined by the Contractor. Unless otherwise agreed upon, the prices
for the use of machinery and equipment shall be determined by using 100%, unless otherwise specified, of the latest
Schedule of Equipment and Ownership Expenses adopted by the Associated General Contractors of America. Where
practical, the terms and prices for the use of machinery and equipment shalt be incorporated in the written extra
work order. The fifteen percent (15%) of the actual field cost to be paid to Contractor shall cover and compensate
him for his profit, overhead, general superintendence and field office expense, and all other elements of cost and
expense not embraced within the actual field cost as herein defined, save that where the Contractor's Camp or Field
Office must be maintained primarily on account of such Extra Work, then the cost to maintain and operate the same
shall be included in the "actual field cost."
No claim for extra work of any kind will be allowed unless'ordered in writing by Owner's Representative. In case
any orders or instructions appear to the Contractor to involve extra work for which he should receive compensation
or an adjustment in the construction time, he shall make written request to the owner's Representative for a written
order authorizing such extra work. Should a difference of opinion arise as to what does or does not constitute
extra work or as to the payment therefore, and the Owner's Representative insists upon its performance, the
Contractor shall proceed with the work after making written request for written order and shall keep adequate and
accurate account of the actual field cost thereof, as provided under Method (C). The Contractor will thereby
preserve the right to submit the matter of payment to arbitration as herein below provided.
25. DISCREPANCIES AND OMISSIONS
It is further agreed that it is the intent of this contract that all work described in the proposal, the
specifications, plans and other contract documents, is to be done for the prices quoted by the Contractor and that
such price shall include all appurtenances necessary to complete the work in accordancewith the intent of these
contract documents as interpreted by Owner's Representative. If the Contractor finds any discrepancies or omissions
in these plans, specifications, or contract documents, he should notify the owners' Representative and obtain a
clarification before the bids are received, and if no such request is received by the owner's Representative prior
to the opening of bids, then it shall be considered that the Contractor fully understands the work to be included
and has provided sufficient sums in his proposal to complete the work in accordance with these plans and --
specifications. It is further understood that any request for clarification must be submitted no later than five
days prior to the opening of bids.
26. RIGHT OF OWNER TO MODIFY METHODS AND EQUIPMENT
If at any time the methods or equipment used by the Contractor are found to be inadequate to secure the quality of
work with the rate of progress required under this contract, the Owner or owner's Representative may order the
Contractor in writing to increase their safety or improve their' character and efficiency and the Contractor shall
comply with such order.
If, at any time, the working force of the Contractor is inadequate for securing the progress herein specified, the
Contractor shall, if so ordered in writing, increase his force or equipment, or both, to such an extent as to give
reasonable assurance of compliance with the schedule of progress.
27. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC
The Contractor shall take out and procure a policy or policies of Workmen's Compensation insurance with an insurance
company licensed to transact business in the State of Texas, which policy shall comply with the Workmen's
Compensation laws of the State of Texas. The Contractor shall at all times exercise reasonable precaution for the
safety of employees and others on or near the work and shall comply with all applicable provisions of federal, state
and municipal iaws and 'building and construction codes. All machinery and equipment and other physical hazards
shall be guarded in accordance with the "Manual of Accident Prevention in Construction" of Associated General
Contractors of America, except where incompatible with federal, state or municipal laws or regulations. The
Contractor, his sureties and insurance carriers shall defend, indemnify and save harmless the Owner and all of its
officers, agents and employees from all suits, actions, or claims of any character whatsoever, brought for or on
account of any injuries or damages received or sustained by any person or persons or property, on account of any
negligent act or fault of the Contractor or any subcontractor, their agents or employees, in the execution and
supervision of said contract, and the project which is the subject matter of this contract, on account of the
failure of Contractor or any subcontractor to provide necessary barricades, warning lights, or signs and will be
required to pay any judgment with costs which may be obtained against the Owner or any of its officers, agents, or
employees including attorney's fees.
The safety precautions taken shall be the sole responsibility of the Contractor, in his sole discretion as an
Independent Contractor; inclusion of this paragraph in the Agreement, as well as any notice which may be given by
the owners or the Owner's Representative concerning omissions under this paragraph as the work progresses, are
intended as reminders to the Contractor of his duty and shall not be construed as any assumption of duty to
supervise safety precautions by either the Contractor or any of his subcontractors.
28. CONTRACTOR'S INSURANCE
The Contractor shall procure and carry at nis sole cost and expense through the life of this contract, insurance
protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such
insurance shall be carried with an insurance company authorized to transact business in the State of Texas and shall
cover all operations in connection with this contract, whether performed by the Contractor or a subcontractor, or
separate policies shall be provided covering the operation of each subcontractor.
A. Comprehensive General Liability Insurance
The contractor shall have Comprehensive General Liability Insurance with limits of $500,000 Combined Single
Limit in the aggregate and per occurrence to include:
Premises and Operations
Explosion & Collapse Hazard
Underground Damage Hazard
Products & Completed Operations Hazard
Contractual Liability
Independent Contractors Coverage
Personal Injury (with exclusion "c" waived)
The City is to be named as an additional insured on this policy for this specific job, and copy of the
endorsement doing so is to be attached to the Certificate of Insurance.
I,
B. Owner's Protective or Contingent Public Liability Insurance and Property Damage Liability Insurance.
The Contractor shall obtain an Owner's Protective or Contingent Public Liability Insurance policy naming the
City of Lubbock as insured and the amount of such policy shall be as follows:
For bodily injuries, including accidental death and or property damage, $500,000 Combined Single Limit.
C. Comprehensive Automobile Liability Insurance
The Contractor shall have Comprehensive Automobile Liability Insurance with limits of not less than;
Bodily Injury/Property Damage, $500,000 Combined Single limit,
to include all owned and nonowned cars including: Employers Nonownership Liability Hired and'Nonowned
Vehicles. The City is to be named as an additional insured on this policy for this specific job and copy of
the endorsement doing so is to be attached to the Certificate of Insurance.
D. Builder's Risk insurance
The Contractor shall obtain a Builder's Risk policy in the amount of (100% of potential loss)
naming the City of Lubbock as 'insured.
E. Excess or Umbrella Liability insurance _
The Contractor shall have Excess or Umbrella Liability Insurance in the amount of $500,000 with coverage to
correspond with Comprehensive General Liability and Comprehensive Automobile Liability coverages.
The City,is tc 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.
f. Worker's Compensation and Employers Liability Insurance
Worker's Compensation insurance covering all employees whether employed by the Contractor or any
Subcontractor on the job with Employers Liability of at least $500,000
G. Proof of Coverage
Before work on this contract is commenced, each Contractor and subcontractor shall submit to the Owner for
approval five Certificates of Insurance covering each insurance policy carried and offered as evidence of
compliance with the above insurance requirements, signed by an authorized representative of the insurance
company setting forth:
(1) The name and address of the insured.
(2) The location of the operations to which the insurance applies.
(3) The name of the policy and type or types of insurance in force thereunder on the date borne by such
certificate.
(4) The expiration date of the policy and the limit or limits of liability thereunder on the date borne
by such certificate.
(5) A provision that the policy may be canceled only by mailing written notice to the named insured at
the address shown in the bid specifications.
(6) A provision that written notice shall be given to the City ten days prior to any change in or
cancellation of the policies shown on the certificate. --
F
171 The certificate or certificates shall be on the form (or identical copies thereof) contained in the
job specifications. No substitute of nor amendment thereto will be acceptable.
(8) if policy limits are paid, new policy must be secured for new coverage to complete project.
29. DISABLED EMPLOYEES
Contractors having more than 15 employees agree to comply with the Americans with Disabilities Act of 1990, and
agree not to discriminate against a qualified individual with a disability because of the disability of such
individual in regard to job application procedures, the hiring, advancement, or discharge of employees, employee
compensation, job training, and other terms, conditions, and priviliges of employment.
30. PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS LABORERS MATERIALMEN AND FURNISHERS OF MACHINERY, EQUIPMENT AND
SUPPLIES
The Contractor agrees that he will indemnify and save the Owner harmless from all claims growing out of any demands
of subcontractors, laborers, workmen, mechanics, materialmen and furnishers of machinery and parts thereof,
equipment, power tools, all suppliers, including commissary, incurred in the furtherance of the performance of this
contract. When Owner so desires, the Contractor shall furnish satisfactory evidence that all obligations of the
nature hereinabove designated have been paid, discharged or waived.
if during the progress of the work, Contractor shall allow any indebtedness to accrue for work furnished by any of
those designated in the preceding paragraph and shall fail to pay and discharge any such indebtedness within five
(5) days after demand is made, then Owner may, during the period for which such indebtedness shall remain unpaid,
withhold from the unpaid portion of this contract, a sum equal to the amount of such unpaid indebtedness or may
apply the sum so withheld to discharge any such indebtedness.
Any and all communications between any party under this paragraph must be in writing.
31. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION
The contractor shall pay all royalties and license fees, and shall provide for the use of any design, device,
material or process covered by letters patent or copyright by suitable legal agreement with the Patentee or Owner
thereof. The Contractor shall defend all suits or claims for infringement of any patent or copyrights and shall
indemnify and save the Owner harmless from any loss on account thereof, except that Owner shall defend all such
suits and claims and shall be responsible for all such loss when a particular design, device, material or process or
the product of a particular manufacturer or manufacturers is specified or required in these contract documents by
Owner; provided, however, if choice of alternate design, device, material or process is allowed to the Contractor,
then Contractor shall indemnify and save Owner harmless from any loss on account thereof. If the material or
process specified or required by Owner is an infringement, the Contractor shall be responsible for such loss unless
he promptly gives written notice to the Owner of such infringement.
32. LAWS AND ORDINANCES
r^
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 shell 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.
4
P
The OwnerA s a municipal corporation of the State of Texas and the law from which it derives its powers, insofar as
the same regulates the objects for which,.or the manner in which, or the conditions under which the Owner may enter
into contracts, shall be controlling, and shall be considered as part of this contract to the same effect as though
embodied herein.
33. ASSIGNMENT AND SUBLETTING
The Contractor further agrees that he will retain personal control and will give his personal attention to the _
fulfillment of this contract. The Contractor further agrees that subletting of any portion or feature of the work,
or materials required in the performance of this contract, shall not relieve the Contractor from his full
obligations to the Owner, as provided by this contractual agreement.
34. TIME FOR COMPLETION AND LIQUIDATED DAMAGES
It is hereby understood and mutually agreed by and between the Contractor and the Owner, that the date of beginning
and time for completion as specified in the contract of work to be done hereunder are essential conditions of this
contract; and it is further mutually understood and agreed that the work embraced in this contract shad be
commenced on a date to be specified in the Notice to Proceed.
If the Contractor should neglect, fail, or refuse to complete the work within the time 'herein specified, or any
proper extension thereof granted by the Owner, then the Contractor does hereby agree as part of the consideration
for the awarding of this contract, the Owner may withhold permanently from Contractor's total compensation, the sum
of S100.00 (One Hundred) PER DAY, not as a penalty, but as liquidated damages for the breach of the contract as
herein set forth for each and every calendar day that the Contractor shall be in default after the time stipulated
for completing the work.
It is expressly understood and agreed, by and between Contractor and the Owner, that the time for the completion of
the work described herein is reasonable time for the completion of the same, taking into consideration the average
climatic change and conditions and usual industrial conditions prevailing in this locality.
The amount is fixed and agreed upon by and between the Contractor and the Owner because of the impracticability and
extreme difficulty in fixing and ascertaining actual damages the Owner would in such event sustain, and the amount
is agreed to be damages the Owner would sustain and shalt be retained by the Owner from current periodical estimates
for payments or from final payment.
It is further agreed and understood between the Contractor and Owner that time is of the essence of this contract.
35. TIME AND ORDER OF COMPLETION
It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the Contractor
shall be allowed to prosecute his work at such time and sessions, in such order of precedence, and in such manner as
shall be most conductive to economy of construction; provided, however, that the order and time of prosecution shall
be such that the work shall be substantially completed as a whole and in part, in accordance with this contract, the
plans and specifications, and within the time of completion designated in the proposals; provided, also, that when
the Owner is having other work done, either by contract or by his own force, the Owner's Representative may direct
the time and manner of constructing work done under this contract so that conflicts will be avoided and the
construction of the various works being done for the owner shall be harmonized.
The Contractor shall submit, at such times as may reasonably be requested by the Owner's Representative, schedules
which shall show the order in which the Contractor proposes to carry on the work, with dates at which the Contractor
will start the several parts of the work and estimated dates of completion of the several parts.
I
36. EXTENSION OF TIME
The Contractor agrees that he has submitted his proposal in full recognition of the time required for the completion
of this project, taking into consideration the average climatic range and industrial conditions prevailing in this
Locality, and has considered the liquidated damage provisions of paragraph 33 hereinabove set forth and that he
shall not be entitled to, nor will he request, an extension of time on this contract, except when his work has been
delayed by an act or neglect of the Owner, Owner's Representative, employees of the Owner or other contractors
employed by the owner, or by changes ordered in the work, or by strike, walkouts, acts of God or the public enemy,
fire or flood. The Contractor may apply in writing for an extension of time, submitting therewith all written
justification as may be required by Owner's Representative for such an extension as requested by Contractor. The
Owner's Representative within ten (10) days after receipt of a written request for an extension of time by the
Contractor supported by all requested documentation shall then submit such written request to the City Council of
the City of Lubbock for their consideration. Should the Contractor disagree with the action of City Council on
granting an extension of time, such disagreement shall be settled by arbitration as hereinafter provided.
37. HINDRANCE AND DELAYS
In executing the contract agreement, the Contractor agrees that in undertaking to complete the work within the time
herein fixed, he has taken into consideration and made allowances for ell hindrances and delays incident to such
work, whether growing out of delays in securing material or workmen or otherwise:. No charge shall be made by the
Contractor for hindrance or delays from any cause during the progress of any part of the work embraced in this
contract except where the work is stopped by order of the Owner or Owner's Representative for the Owner's
convenience, in which event, such expense as in the judgment of the Owner's Representative that is caused by such
stoppage shall be paid by Owner to Contractor.
38. OUANTITIES AND MEASUREMENTS
No extra or customary measurements of any kind will be allowed, but the actual measured or computed length, area,
solid contents, number and weight only shall be considered, unless otherwise specifically provided.In the event this
contract is let on a unit price basis, then Owner and Contractor agree that this contract, including the
specifications, plans and other contract documents are intended to show clearly all work to be done and material to
be furnished hereunder. Where the estimated quantities are shown for the various classes of work to be done and
material to be furnished under this contract, they are approximate and are to b: used only as a basis for estimating
the probable cost of the work and for comparing their proposals offered for the work. it is understood and agreed
that the actual amount of work to be done and the materials to be furnished under this contract may differ somewhat
from these estimates, and that where the basis for payment under this contract is the unit price method, payment
shall be for the actual amount of work done and materials furnished on the project.
39. PROTECTION OF ADJOINING PROPERTY
The Contractor shall take proper means to protect the adjacent or adjoining property or properties in any way
encountered, which may be injured or seriously affected by any process of construction to be undertaken under this
agreement, from any damage or injury by reason of said process of construction; and he shall be liable for any and
all claims for such damage on account of his failure to fully protect all adjacent property. The Contractor agrees
to indemnify, save and hold harmless the Owner against any claim or claims for damages due to any injury to any
adjacent or adjoining property, arising or growing out of the performance of this contract, but such indemnity shall
not apply to any claim of any kind arising out of the existence or character of the work.
40. PRICE FOR WORK
In consideration of the furnishing of all necessary labor, equipment and material and the completion of all work by
the Contractor, and on the delivery of all materials embraced in this contract in full conformity with the
specifications and stipulations herein contained, the Owner agrees to pay the Contractor the price set forth in the
l 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
41.
according to this agreement, the attached specifications, plans, contract documents and requirements of Owner's
Representative. �-
PAYMENTS
No payments made or certificates given shall be considered as conclusive evidence of the performance of the
contract, either wholly or in part, nor shall any certificate or payment be considered as acceptance of defective
work. Contractor shall at any time requested during the progress of the work furnish the owner or owner's
Representative with a verifying certificate showing the Contractor's total outstanding indebtedness in connection
with the work. Before final payment is made, Contractor shall satisfy Owner, by affidavit or otherwise, that there
are no outstanding liens against Owner's premises by reason of any work under the contract. Acceptance by
Contractor of final payment of the contract price shall constitute a waiver of all claims against Owner which have
not theretofore been timely filed as provided in this contract.
42. PARTIAL PAYMENTS
On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an application for
partial payment. Owner's Representative shall review said application for partial payment and the progress of the
work made by the Contractor and if found to be in order shall prepare a certificate for partial payment showing as
completely as practical the total value of the work done by the Contractor up to and including the last day of the
preceding month; said statement shalt also include the value of all sound materials delivered on site of the work
that are to be fabricated into the work.
The Owner shall then pay the Contractor on or before the fifteenth day of the current month the total amount of the
Owner's Representative's Certificate of Partial Payment, less 5% of the amount thereof, which 5% shall be retained
until final payment, and further, less all previous payments and all further sums that may be retained by Owner
under the terms of this agreement. It is understood, however, that in case the whole work be near to completion,
and this fact is certified to by Owner's Representative and some unexpected and some unusual delay occurs due to no
fault or negligence on the part of the Contractor, the Owner may upon written recommendation of Owner's
Representative pay a reasonable and equitable portion of the retained percentage due Contractor.
43. FINAL COMPLETION AND ACCEPTANCE
Within thirty-one (31) days after the Contractor has given the Owner's Representative written notice that the work
has been completed or substantially completed, the Owner's Representative and the Owner shall inspect the work and
within said time, if the work be found to be completed or substantially completed in accordance with the contract
documents, the Owner's Representative shall issue to the Owner and Contractor his certificate of completion, and
thereupon it shall be the duty of the Owner within thirty-one (31) days to issue a certificate of acceptance of the
work to the Contractor.
F
F
44. FINAL PAYMENT
Upon the issuance of the certificate of completion, the Owner's Representative shall proceed to make final
measurement and prepare a final statement of the value of all work performed and materials furnished under the terms
of the agreement, and shall certify same to the Owner, who shall pay to the Contractor on or before the 31st day
after the'date of certificate of completion, the balance due Contractor under the terms of this agreement, provided
he has fumy performed his contractual obligations under the terms of this contract: and said payment shall become
due in any event upon said performance by the Contractor: Neither the certificate of acceptance nor the final
payment, nor any provisions in the contract documents shall relieve the Contractor of the obligation for fulfillment
of any warranty which may be required in the special conditions (if any) of this contract or required in the
specifications made a part of this contract.
45. CORRECTION OF WORK BEFORE FINAL PAYMENT FOR WORK
Contractor shall promptly remove from Owners' premises all materials condemned by the Owner's Representative on
account of failure to conform to the contract, whether actually incorporated in the work or not, and Contractor
shall at his own expense promptly replace such condemned materials with other materials conforming to the
requirements of the contract. Contractor shall also bear the expense of restoring all work of other contractors
damaged by any such removal or replacement. If Contractor does not remove and replace any such condemned work
within a reasonable time after a written notice by the Owner or the Owner's Representative, Owner may remove and
replace it at Contractor's expense.
46. CORRECTION OF WORK AFTER FINAL PAYMENT
Neither the final payment nor certificate nor any provision in this contract shall relieve the Contractor of
responsibility for faulty materials or workmanship, and he shall remedy any defects due thereto and pay fur any
damage to other work resulting therefrom, which shall appear within a period of one (1) year from the date of
substantial completion. The Owner or the Owner's Representative shall give notice of observed defects with
reasonable promptness.
47. PAYMENT WITHHELD
The Owner may, on account of subsequently discovered evidence, withhold or nullify the whole or part of any
certificate to such extent as may be necessary to protect himself from loss on account of:
(a) Defective work not remedied.
(b) Claims filed or reasonable evidence indicating possible filing of claims.
(c) Failure of the Contractor to make payments promptly to subcontractors or for materials or labor.
(d) Damage to another contractor.
When the above grounds are removed, or the Contractor provides a surety bond satisfactory to the Owner, which will
protect the Owner in the amount withheld, payment shall be made for amounts withheld because of them.
48. 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 otherwise in the contract documents.
I
49. 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 fail to select a third within ten
(10) days, he shall 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 fall to name an arbiter within ten (10)
days of the demand, his right to arbitrate shall lapse, and the decision 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 either 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 arbiters, 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.
The arbiters, if they deem the case demands it, are authorized to award the party whose contention is sustained,
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 arbiters shall fix their own _
compensation, unless otherwise provided by agreement, and shall assess the costs and charges of the arbitration upon
either or both parties. The award of the arbiters must be made in writing and shall not be open to objection on
account of the form of proceedings or award.
50. ABANDONMENT BY CONTRACTOR
in case the Contractor should abandon and fail or refuse to resume work within ten (10) days after written
notification from the Owner or the Owner's Representative, or if the Contractor fails to comply with the orders of
the Owner's Representative, when such orders are consistent with this contract, this Agreement, or the
specifications hereto attached, then the Surety on the bond shall be notified in writing and directed to complete _
the work and a copy of said notice shall be delivered to the Contractor.
After receiving said notice of abandonment, the Contractor shall not remove from the work any machinery, equipment,
tools, materials or supplies then on the job, but the same, together with any materials and equipment under the
contract for work, may be held for use on the work by the Owner or the Surety of the Contractor, or another
contractor, in completion of the work; and the Contractor shall not receive any rental or credit therefore (except
when used in connection with Extra work, where credit shall be allowed as provided for under paragraph 24 of this --
contract); it being understood that the use of such equipment and materials will ultimately reduce the cost to
complete the work and be reflected in the final settlement.
In case the Surety should fail to commence compliance with the notice for completion hereinbefore provided for
within ten (10) days after service of such notice, then the Owner may 'provide for completion of the work in either
of the following elective manners:
(a) The Owner may employ such force of men and use of machinery, equipment, tools, materials and supplies as
said Owner may deem necessary to complete the work and charge the expense of such labor, machinery,
equipment, tools, materials and supplies to said Contractor, and the expense so charged shall be deducted
and paid by the Owner out of such moneys as may be due, or that may thereafter at any time become due to the
Contractor under and by virtue of this Agreement. In case such expense is less than the sum which would
have been payable under this contract, if the same had been completed by the Contractor, then said
Contractor shall receive the difference. In case such expense is greater than the sum which would have been
payable under this contract, if the same had been completed by said Contractor, then the Contractor and/or
his Surety shall pay the amount of such excess to the Owner; or
0
(b) The Owner, under sealed bids, after notice published as required by law, at least twice in a newspaper
having a general circulation in the County of location of the work, may let the contract for the completion
of the work under substantially the same terms and conditions which are provided in this contract. In case
of any increase in cost to the Owner under the new contract as compared to what would have been the cost
under this contract, such increase shall be charged to the Contractor and the Surety shall be and remain
bound therefore. However, should the cost to complete any such new contract prove to be less than that
which would have been the cost to complete the work under this enntract, the Contractor or his Surety shall
be credited therewith.
When the work shall have been substantially completed, the Contractor and his Surety shall be so notified and
certificates of completion and acceptance, as provided in paragraph 42 hereinabove set forth, shall be issued. A
complete itemized statement of the contract accounts, certified to by Owner's Representative as being correct shall
then be prepared and delivered to Contractor and his Surety, whereon the Contractor or his Surety, or the Owner as
the case may be, shall pay the balance due as reflected by said statement within 30 days after the date of
certificate of completion.
In the event the statement of accounts shows that the cost to complete the work is less then 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 shell pay the balance shown to be due by them to the owner, then all machinery,
equipment, tools, materials or supplies left on the site of the work shall be turned over to the Contractor and/or
his Surety. Should the cost to complete the work exceed the contract price, arxi the Contractor and/or his Surety
fail to pay the amount due the Owner within the time designated hereinabove, anci there remains any machinery,
r 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 mariner will satisfy this condition.
rM After mailing, or other giving of such notice, such property shall be held at the risk of the Contractor and his
e Surety subject only to the duty of the Owner to exercise ordinary care to protect such property. After fifteen (15)
e days from the date of said notice the Owner may sell such machinery, equipment, tools, materials or supplies and
apply the net sum derived from such sale to the credit of the Contractor and his Surety. Such sale may be made at
either public or private sale, with or without notice, as the Owner may elect. The Owner shall release any
machinery, equipment, tools, materials, or supplies which remain on the *jobsite and belong to persons other than
the Contractor or his Surety, to their proper owners.
51. ABANDONMENT BY OWNER
In case the Owner shall fail to comply with the terms of this contract, and should fail or refuse to comply with
said terms within ten (10) days after written notification by the Contractor, then the Contractor may suspend or
wholly abandon the work, and may remove therefrom all machinery, tools, and equipment, and all materials on the
ground that have not been included in payments to the Contractor and have not been incorporated into the work.
Thereupon, the Owner's Representative shall make an estimate of the total amount earned by the Contractor, which
estimate shall include the value of all work actually completed by said Contractor at the prices stated in the the
attached proposal, the value of all partially completed work at a fair and equitable price, and the amount of all
Extra Work performed at the prices agreed upon, or provided for by the terms of this contract, and a reasonable sum
to cover the cost of any provisions made by the Contractor to carry the whole work to completion, and which cannot
be utilized. The Owner's Representative shall then make a final statement of the balance due the Contractor by
deducting from the above estimate all previous payments by the Owner and all other sums that may be retained by the
Owner under the terms of this Agreement, and shall certify same to the Owner who shall pay to the Contractor on or
before thirty (30) days after the date of the notification by the Contractor the balance shown by said final
statement as due the Contractor, under the terms of this Agreement.
52. BONDS
r,. The successful bidder shall be required to furnish a performance bond and payment bond in accordance with Article
j 5160, Vernon's Annotated Civil Statutes in the amount of 100% of the total contract price, in the event said
contract price exceeds S25,000.00. If the contract price does not exceed S25,000.00, the statutory bonds will not
be required. All bonds, if required, shall be submitted on forms supplied by the Owner, and executed by an approved
Surety Company authorized to do business in the State of Texas. And it is further agreed that this contract shall
not be in effect until such bonds are so furnished.
53. SPECIAL CONDITIONS
In the event special conditions are contained herein as part of the contract documents and said special conditions
conflict with any of the general conditions contained in this contract, then in such event the special conditions
shall control.
54. LOSSES FROM NATURAL CAUSES
Unless otherwise specified herein, all toss,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. _
55. INDEPENDENT CONTRACT
Contractor is, and shall remain, an independent contractor with full, complete and exclusive power and authority to —
direct, supervise, and control his own employees and to determine the method of the performance of the work covered
hereby. The fact that the Owner or Owner's Representative shall have the right to observe Contractor's work during
his performance and to carry out the other prerogatives which are expressly reserved to and vested in the Owner or
Owner's Representative hereunder, is not intended to and shall not at any time change or effect the status of the
Contractor as an independent contractor with respect to either the Owner or Owner's Representative or to the
Contractor's own employees or to any other person, firm, or corporation.
56. CLEANING UP
The Contractor shall at all times keep the premises free from accumulation of debris caused by the work, and at the —
completion of the work he shall remove all such debris and also his tools, scaffolding, and surplus materials and
shall leave the work room clean or its equivalent. The work shall be left in good order and condition. In case of
dispute Owner may remove the debris and charge the cost to the Contractor. —
k,eso iution 7#2502
` • January 8, 1987
Agenda Item #18
DGV:da
r RESOLUTION
F
r
r
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 8: Paving and Highway Construction Trades
Exhibit C: Electrical Trades
Exhibit D: Overtime Rate
Exhibit E: Weekend and Holiday Rate
Such wage rates are hereby found and declared to be the general prevailing
rate of per diem wages in all localities where public works are undertaken
on behalf of the City of Lubbock and such wage rates shall be included in
all public works contracts as provided by law.
Passed by the City Council this 8th day of
TTE
�r v
Ranettd,Boyd, City Secretary
APPROVED T-- NTENT:
L
Bi 1 Pyne, D rector of Building
Services
January , 1987.
S. e . & G)-2
B.C. McMINN, MAYOR
APPROVED AS TO FORM:
Y� - 71 AA
e�
Do Id G. Vandiver, First
Assistant City Attorney
0
EXHIBIT A
City of'Lubbock
Building Construction Trades
Prevailing Rates
Craft dourly 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.1 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.
The City of Lubbock, having considered the proposals submitted and opened on
the day of 199 , for the work to be done and materials to
be furnished in and for:
MUNICIPAL COURT REMODELING7 FUR THE CITY OF LUBBOCK
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 199 at the bid price contained therein, subject to the
execution of and furnishing of all contract documents, bonds, certificates of
insurance, and all other documents specified and required to be executed and
furnished under the contract documents. It will be necessary for you to execute
and furnish to the City of Lubbock all such documents within ten (10) days fran
your receipt of this Notice.
The five percent (5%) bid security, submitted with your proposal, will be
returned upon the execution of such contract documents and bonds within the above
specified ten (10) day period. In the event you should fail to execute and
furnish such contract documents and bonds within the time limit specified, said
bid security will be retained by the City of Lubbock.
CITY OF LUBBOCK
Owner's Representative
i
SECTION 01010 SUMMARY OF THE WORK
PART 1 - GENERAL
RELATED DOCUMENTS
Drawings and general provisions of Contract, including General and
Supplementary Conditions and other Division-1 Specification Sections,
apply to this section.
PROJECT DESCRIPTION
Project name is "Municipal Court Remodeling for the City of Lubbock,
915 Avenue 'ill' as shown on Contract Documents prepared by Cox/Dirks
Architects, P.C. Drawings and Specifications are dated .......1993.
Contract Documents: The Contract Documents indicate the types of
minimum requirements of procedure and performance of the Work of the
Contract and related requirements and conditions that have an impact on
the Project. Related requirements and conditions that are indicated on
the Contract Documents include, but are not necessarily limited to the
following:
Special conditions.
Existing site conditions.
Allowances.
Summary by References: Work of the Contract can be summarized by
references to the Contract, General Conditions, Supplementary
Conditions, Specification Sections, Drawings, addenda and modifications
to the Contract Documents issued subsequent to the initial printing of
this project manual and including but not necessarily limited to
printed material referenced by any of these. It is recognized that
work of the Contract is also unavoidably affected or influenced by
governing regulations, natural phenomenon including weather conditions
and other forces outside the Contract Documents.
Abbreviated Written Summary: Briefly and without force and effect upon
the contract documents, the Work of the Contract can be summarized as
follows:
The Work of this Contract includes coordination of the entire
Work of the Project, including preparation of general
coordination drawings, diagrams and schedules, and control of
site utilization, from beginning of construction activity through
project close-out and warranty periods.
The Work includes demolition of existing walls, terrazzo curb,
ceiling, cabinet top and storefront above cabinet. The Work
includes salvaging light fixtures, doors and frames with hardware,
prefinished gypsum board and base cabinets for reuse in the Work.
The Work includes building new walls, reinstalling door and frames
r- with hardware, installing new base cabinet units and top,
installation of new hollow metal door frames and bor�owed light
frames, installation of new storefront at counter with wrought iron
grills at openings, new carpet and base as scheduled, installation
of new ceiling grid and acoustical panels as scheduled,
reinstallation of some existing prefinished gypsum board and
803B-93
SUMMARY OF THE WORK 01010 - 1
SUMMARY OF THE WORK, Cont.
installation of new prefinished gypsum board as scheduled. —
The Work -.includes reinstalling existing light fixtures in the new
ceiling layout as shown and reworking existing air conditioning duct
and reinstalling existing supply and return grills as shown.
Schedule the Work in the Lobby to have continued public use of the
existing counter until all material for remodelings are ready for —
installation. Then remove storefront and tops. Install the new
base cabinets, storefronts steel grills, 'electrical and shades to
complete the work.
Counter removal and -reinstallation is critical and should be
scheduled with the Owner and completed within a time frame of seven
(7) calendar days.
All in.accordance with the plans and specifications.
CONTRACTORS USE OF PREMISES
General: Limit use of the premises to construction activities in areas
indicated; allow for Owner occupancy and use by the public.
Confine operations to areas within Contract limits indicated.
Portions of the site beyond areas in which construction
operations are indicated are not to be disturbed.
Keep driveways and entrances serving the premises clear and -
available to the Owner and the Owner's employees at all times.:
Do not use these areas for parking or storage of materials.
Schedule deliveries to minimize space and time requirements for
storage of materials and equipment on site.
Inform and coordinate Work withOwnerto minimize disruption of
existing operations. —
Lock automotive type vehicles, such as passenger cars and trucks
and other mechanized or motorized construction equipment, when
parked and unattended, so as to prevent unauthorized use. Do not
leave such vehicles or equipment unattended with the motor
running or the ignition key in place.
Use of the Existing Building: Maintain the existing building in a
weathertight condition throughout the construction period. IRepair
damage caused by construction operations. Take all precautions
necessary to protect the building adjoining and its occupants during
the construction period.
Keep public areas and service areas free from accumulation of
waste materials, rubbish or construction debris.
Smoking or open fires will not be permitted within the building
enclosure or on the premises.
Maintain required fire exits from the building at all times. —
Prevent any damage to existing finishes scheduled to remain.
803B-93 —
SUMMARY OF THE WORK 01'010 - 2
SUMMARY OF THE WORK, Cont.
t
i
Toilet Rooms adjoining construction may be used by the
Contractor's personnel. Contractor is responsible for
maintaining and leaving present toilet facilities in clean
sanitary condition.
Provide temporary dustproof wall as indicated on the plan.
OWNER OCCUPANCY
Full Owner Occupancy: The Owner will occupy the site and existing
building during the entire construction period. Cooperate with the
Owner or his representative during construction operations to minimize
conflicts and facilitate Owner usage. Perform the Work so as not to
interfere with the Owner's operations or safety of the public.
7 BUILDING TYPE
E
General: The building has been designed and Contract Documents
prepared with the intention that the resulting Work will comply with
the 1991 Uniform Building Code.
Occupancy Group: B-2
Building Type: II-N
The Contractor and subcontractors shall adhere to all code regulations
of the Uniform Building Code'and local or amended code requirements of
local building authorities to insure that the overall work performance
is in compliance with all requirements.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
803B-93
SUMMARY OF THE WORK 01010 - 3
SECTION 01020 - ALLOWANCES
PART 1 - GENERAL
P-
I
r
i,
RELATED DOCUMENTS
Drawings and general provisions of Contract, including General and
Supplementary Conditions and Division-1 Specification sections, apply
to work of this section.
SUMMARY
This Section specifies administrative and procedural requirements
governing handling and processing allowances.
Selected materials and equipment, and in some cases, their
installation, are shown and specified in the Contract Documents
by allowances. Allowances have been established in lieu of
additional requirements and to defer selection of actual
materials and equipment to a later date when additional
information is available for evaluation. Additional
requirements, if necessary, will be issued by Change Order.
Types of allowances scheduled herein include the following:
Unit -Cost allowances.
Contingency allowance.
CHANGE ORDER PROCEDURES
r Change Order Data: Include in each change order proposal both the
quantities of products being purchased and unit costs, along with total
t' amount of purchases to be made. Where requested, furnish
survey -of -requirements data to substantiate quantities. Indicate
applicable taxes, delivery charges, and amounts of applicable trade
discounts.
Change Order Mark -Up: The amount of each change order resulting from
final selection of products and systems covered by an allowance shall
be the difference between purchase order amount and allowance, and
shall not include Contractor's mark-up (or subcontractor's mark-up)
except to the extent clearly demonstrated (by Contractor) that either
scope of installation or nature of work required was changed from that
which could have been foreseen from description of allowance and other
information in contract documents.
As a procedural restriction on Paragraph 3.8.2.4 of General
Conditions, no mark-up (increase or decrease) shall be included
in the change order amount for Contractor's increase or decrease
in handling, labor, installation, overhead or profit unless
purchase order amount varies from allowance by 15% or more.
If allowance is increased by more than 15%, then the Contractor
may include a mark-up as indicated in the Supplementary General
Conditions, Article 7, subparagraph 7.3.10.
Unused portions of the allowances will be credited to the Owner
at job completion by means of change order.
r 803B-93 01020 1
ALLOWANCES
UNIT -COST ALLOWANCE
Each change order amount for unit -cost type allowance shall be based
solely on the difference between the actual unit purchase amount and
the unit allowance, multiplied by the final measure or count of work-
in -place, with reasonable allowances, where applicable, for cutting
losses, tolerances, mixing wastes, normal product imperfections and
similar margins.
Include installation costs in the purchase amount any where
indicated as a part of the allowance.
When requested, prepare explanations and documentation to
substantiate the margins as claimed..
Prepare and submit substantiation of a change in the scope of work
(if any) claimed in the change orders related to unit -cost type
allowances.
The Owner reserves the right to establish the actual quantity of
work -in -place by an independent quantity survey, measure or count.
CONTINGENCY ALLOWANCE
Use the contingency allowance only as directed for the Owner's
purposes, and only by Change Orders which designate amounts to be
charged to the allowance.
The Contractor's related costs for products or equipment ordered
by the Owner under the contingency allowance, including delivery,
installation, taxes, insurance, equipment rental, and similar
costs are notpartof the Contract Sum.
Change Orders authorizing use of funds from the contingency
allowance will include the Contractor's related costs and
reasonable overhead and profit margins as' determined in the
Supplementary general Conditions.
At Project closeout, unused amounts remaining in the contingency
allowance shall be credited to Owner by Change Order.
UNUSED MATERIALS
The Contractor shall conform to requirements for extra stock or
materials to be left and stored on the job site for Owner's
future use as noted in the various specification sections. These
materials shall be available for inspection and placed in Owner's
secure space at the time of Substantial Completion.
PART 2 —PRODUCTS (Not Applicable)
PART 3 - EXECUTION
PREPARATION
Coordinate materials and their installation for
related materials and installations to ensure that
is completely integrated and interfaced with
activities.
each allowance with
each allowance item
related construction
803B--93
ALLOWANCES
01020 - 2
ALLOWANCES, CONT
I
SCHEDULE OF ALLOWANCES
Allowance No. 1: Allow a contingency allowance of $2,500.00
Allowance No. 2: Allow a unit -cost of $16.00 per square yard for the
purchase of carpet.
Allowance No. 3: State on the Proposal Form a unit price for 5/8"
prefinished gypsum board per square foot of materials. The cost of
installation of existing or new prefinished gypsum board and
accessories shall be included in the base bid.
803B-93
ALLOWANCES
01020 - 3
SECTION 01030 - ALTERNATES
r
PART 1 - GENERAL
�.. RELATED DOCUMENTS
i
Drawings and general provisions of Contract, including General and
Supplementary Conditions and Division-1 Specification sections, apply
F to work of this section.
SUMMARY
r
# This Section specifies administrative and procedural requirements for
t
Alternates.
Definition: An Alternate is an amount proposed by Bidders and stated
on the Bid Form that will be added to or deducted from Base Bid amount
if the Owner decides to accept a corresponding change in either scope
of work or in products, materials, equipment, systems or installation
methods described in Contract Documents.
Coordination: Coordinate related work and modify or adjust adjacent
work as required to ensure that work affected by each accepted
Alternate is complete and fully integrated into the project.
Notification: Immediately following award of Contract, prepare and
distribute to each party involved, notification of the status of each
Alternate. Indicate whether Alternates have been accepted, rejected or
7 deferred for consideration at a later date. Include a complete
1 description of negotiated modifications to Alternates, if any.
Schedule: A "Schedule of Alternates" is included at the end of this
section. Specification sections referenced in the Schedule contain
c requirements for materials and methods necessary to achieve the work
described under each Alternate.
r-�
j.; Include as part of each Alternate, miscellaneous devices,
appurtenances and similar items incidental to or required for a
complete installation whether or not mentioned as part of the
Alternate.
PART 2 - PRODUCTS (Not Applicable).
PART 3 - EXECUTION
SCHEDULE OF ALTERNATES
Alternate No. 1:
installing field
walls of Judge
material. The
in Section 01020
r
For removing wall finish on North and West walls and
applied vinyl wall fabric on the North, West and South
Room 111. The price shall include all labor and
Unit -Cost allowance of the vinyl wall fabric is stated
"Allowances".
r" 803-93B
ALTERNATES
01030 - 1
r
SECTION 01045 - CUTTING AND PATCHING
PART 1 - GENERAL
RELATED DOCUMENTS
Drawings and general provisions of Contract, including General and
Supplementary Conditions and other Division-1 Specification sections,
apply to work of this section.
SUMMARY
This Section specifies administrative and procedural requirements for
cutting and patching.
Refer to other Sections for specific requirements and limitations
applicable to cutting and patching individual parts of the Work.
Requirements of this Section apply to mechanical and electrical
installations. Refer to Division-15 and Division-16 Sections for
other requirements and limitations applicable to cutting and
patching mechanical and electrical installations.
Demolition of selected portions of the building for alterations is
included in Section "Selective Demolition".
k SUBMITTALS
Cutting and Patching Proposal: Where approval of procedures for
cutting and patching is required before proceeding, submit a proposal
describing procedures well in advance of the time cutting and patching
�•. will be performed and request approval to proceed. Include the
' following information, as applicable, in the proposal:
Describe the extent of cutting and patching required and how it is
to be performed; indicate why it cannot be avoided.
Describe anticipated results in terms of changes to existing
construction; include changes to structural elements and operating
components as well as changes in the building's appearance and other
significant visual elements.
List products to be used and firms or entities that will perform
Work.
Indicate dates when cutting and patching is to be performed.
List utilities that will be disturbed or affected, including those
�- that will be relocated and those that will be temporarily
out -of -service. Indicate how long service will be disrupted.
Where cutting and patching involves addition of reinforcement to
structural elements, submit details and engineering calculations
from a licensed professional engineer to show how reinforcement is
integrated with the original structure.
Approval by the Architect to proceed with cutting and patching does
not waive the Architect's right to later require complete removal
'.• and replacement of a part of the Work found to be unsatisfactory.
v_
803B-93
', CUTTING AND PATCHING 01045 - 1
CUTTING AND PATCHING, CONT.
QUALITY ASSURANCE
Requirements for Structural Work: Do not cut and patch structural work
in a manner that would result in a reduction of load -carrying capacity
or of load -deflection ratio.'
Before cutting and patching the following categories of work, obtain
the Architect's approval to proceed with cutting and patching as
described in the procedural proposal for cutting and patching.
Bearing walls.
Structural concrete.
Structural steel.
Lintels.
Structural decking.
Miscellaneous structural metals.
Operational and Safety Limitations: Do not cut and patch operational
elements or safety related components in a manner that would result in
reduction of their capacity to perform in the manner intended,
including energy performance, or that would result in 'increased
maintenance, or decreased operational life or decreased safety.
Obtain approval of the cutting and patching proposal before cutting
and patching the following operating elements or safety related
systems:
Primary operational systems and equipment.
Control systems.
Communication systems.
Electrical wiring systems.
Visual Requirements: Do not cut and patch work exposed on the
building's exterior or interior spaces in a manner that would, in the
Architect's opinion, reduce the building's aesthetic qualities, or
result in visual evidence of cutting and patching. Remove and replace
work judged by the Architect to be cut and patched in a visually
unsatisfactory manner.
Retain qualified experienced installer or fabricator to cut and patch
the.following categories of exposed Work, or if it is not possible to
engage the original installer or fabricator, engage another recognized
experienced and specialized firm:
Masonry.
Matched -veneer woodwork.
Plaster.
Acoustical ceilings.
Terrazzo.
Carpeting.
Wall covering.
PART 2 - PRODUCTS
U n MOVD TAT 0
Use materials for cutting and patching
materials. If identical materials are
that are identical to existing
not available, or cannot be
803B-93
CUTTING AND PATCHING
01045 2
I I
CUTTING AND PATCHING, CONT.
j
F
materials. If identical materials.�are not available, or cannot be
used, use materials that match existing adjacent surfaces to the
fullest extent possible with regard to visual effect. Use materials
that will result in equal -or -better performance characteristics than
that of existing materials.
PART 3 - EXECUTION
INSPECTION
Before cutting, examine the surfaces to be cut and patched and the
conditions under which the work is to be performed. If unsafe or
otherwise unsatisfactory conditions are encountered, take corrective
action before proceeding with the work.
�- PREPARATION
Temporary Support: To prevent failure, provide temporary support of
work to be cut.
Protection: Protect other work during cutting and patching to prevent
damage. Provide protection from adverse weather conditions for that
r part of the project that may be exposed during cutting and patching
operations.
Avoid interference with use of adjoining areas or interruption of free
e passage to adjoining areas.
r. Take all precautions necessary to avoid cutting existing pipe, conduit,
or duct serving the building but scheduled to be relocated, until
provisions have been made to bypass them.
i~. PERFORMANCE
General: Employ skilled workmen to perform cutting and patching.
Proceed with cutting and patching at the earliest feasible time and
complete without delay.
Cutting: Cut the work using methods that are least likely to damage
work to be retained or adjoining work. Where possible, review proposed
procedures with the original installer; comply with original
installer's recommendations.
In general where cutting is required, use hand or small power tools
designed for sawing or grinding, not hammering and chopping. Cut
through concrete and masonry using a cutting machine such as a
carborundum saw or core drill to insure a neat hole. Cut holes and
slots neatly to size required with minimum disturbance of adjacent
work. To avoid marring existing finished surfaces, cut or drill
from the exposed or finished side into concealed surfaces.
Temporarily cover openings when not in use.
Roof deck is to be neatly sawed where any penetration occurs.
Comply with requirements of applicable sections of Division 2 where
cutting and patching requires excavating and backfilling.
By-pass utility services such as
pipe and conduit before cutting,
80 3B- 93
r. CUTTING AND PATCHING 01045 - 3
CUTTING AND PATCHING, CONT.
where such utility services are shown or required to be removed,
relocated or abandoned. Cut-off conduit and pipe in walls or
partitions to be removed. After by-pass and cutting, cap, valve or
plug and seal tight remaining portion of pipe and conduit to prevent
entrance of moisture or other foreign matter. _.
Patching: Patch with seams which are durable and as invisible as
possible. Comply with specified tolerances for the work.
Where feasible, inspect and test patched structural areas to
demonstrate integrity of work.
Restore exposed finishes of patched areas, and where necessary
extend finish restoration into retained adjoining work in a manner
which will eliminate evidence of patching and refinishing.
Where removal of walls or partitions extends one finished area into
another finished area, patch and repair floor and wall surfaces in
the new space to provide an even surface of uniform color and
appearance. If necessary to achieve uniform color and appearance,
remove existing floor and wall coverings and replace with new
materials.
Where patch occurs in a smooth painted surface, extend final
paint coat over entire unbroken surface containing patch, after
patched area has received prime and.base coat.
Patch, repair or rehang existing ceilings as necessary to provide an
even plane surface of uniform; appearance.
CLEANING
Thoroughly clean ,areas and spaces where work is performed or used as
access to work. Remove completely paint, mortar, oils, putty and items
of similar nature. Thoroughly clean piping, conduit and similar
features before painting or other finishing is applied. Restore
damaged pipe covering to its original condition.
803B-93
CUTTING AND PATCHING 01045 4
SECTION 01340 - SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
PART 1 GENERAL
r., Drawings and general provisionsof Contract, including General and
Supplementary Conditions and other Division 1 Specification sections,
apply to work of this section.
DESCRIPTION OF REQUIREMENTS
A
The types of submittal requirements specified in this section include
shop drawings, product data, samples and miscellaneous work -related
submittals. Individual submittal requirements are specified in
applicable sections for each unit of work. Refer to other Division"[ 1
sections and other contract documents for requirements for
administrative submittals.
Definitions: Work -related submittals of this section are categorized
for convenience as follows:
Shop drawings include specially -prepared technical data for this
project, including drawings, diagrams, performance curves, data
C sheets, schedules, templates, patterns, reports, calculations,
instructions, measurements and similar information not in standard
r printed form for general application to a range of similar projects.
Product data include standard printed information on materials,
products and systems; not specially -prepared for this project, other
t than the designation of selections from among available choices
t printed therein.
,.. Samples include both fabricated and unfabricated physical examples
of materials, products and units of work; either for limited visual
inspection or (where indicated) for more detailed testing and
analysis.
Miscellaneous submittals related directly to the work
(non -administrative) include warranties, maintenance agreements,
workmanship bonds, project photographs, survey data and reports,
physical work records, quality testing and certifying reports, copies
of industry standards, record drawings, field measurement data,
operating and maintenance materials, overrun stock, and similar
information, devices and materials applicable to the work and not
processed as shop drawings, products data or samples.
'-' GENERAL SUBMITTAL REQUIREMENTS
Coordination and Sequencing: Coordinate preparation and processing of
submittals. Coordinate and sequence different categories of submittals
for same work, so that one will not be delayed for coordination of
Architect's review with another.
1 Refer to other Division 1 sections and other contract documents for
specifications on administrative, non -work -related- submittals. Such
submittals include, but are not limited to the following items:
r
Permits.
Payment applications.
Performance and payment bonds.
Insurance certificates.
Inspection and test reports.
803B-93
SHOP DRAWINGS, PRODUCT DATA & SAMPLES 01340 - 1
SHOP DRAWINGS PRODUCT DATE & SAMPLES, CONT'D
Listing of subcontractors.
Submittal Preparation: Provide permanent marking on each submittal to
identify project, date, Contractor, subcontractor, supplier,- submittal
name, address and similar information to distinguish it from other
submittals.
Contractor to provide executed review and approval marking before
submitting to the Architect and provide space for Architect's "Action"
marking.
Package each submittal appropriately for transmittal and handling.
Submittals which are received from sources other than through
Contractor's office will be returned by Architect "without action"
Transmittal Form: AIA Form G810
approved by the Architect.
SPECIFIC SUBMITTAL REQUIREMENTS
or Contractors standard form if
General: Except as otherwise indicated in individual work sections,
comply with requirements specified herein for -each indicated category
of submittal. Provide and process intermediate submittals, where
required between initial and final, similar to initial submittals. The
Contractor is responsible for: quantities; dimensions which are to be
confirmed and correlated at the job site; fabrication processes and
techniques of construction; coordination of his work with that of other
trades; and the satisfactory performance of his work.
Refer to Division 15 and Division 16 sections for additional general
requirments applicable to shop drawings, product data, and samples
for mechanical and electrical work, respectively.
Shop Drawings: Provide newly -prepared information with graphic
information at accurate scale (except as otherwise indicated), with
name of preparer indicated (firm name). Show dimensions and note which
are based on field measurement. Identify materials and products in the
work shown. Indicate compliances with standards, and special
coordination requirements. Do not allow shop drawing copies without
appropriate final "Action" markings by Architect to be used in
connection with the work.
Submittal: Five (5) prints; two (2) will be retained and remainder
will be returned. Provide two (2) additional copies (which will be
returned) when required for maintenance manuals.
Product Data: Collect required data into one submittal for each unit
of work or system, and mark each copy to show which choices and options
are applicable to project. Include manufacturer's standard printed
recommendations for application and use, compliance with standards,
application of labels and seals, notation of field measurements which
have been checked, and special coordination requirements.
Submittals: Do not submit product data, or allow its use on the
project, until compliance with requirements of contract documents
has been confirmed by Contractor. Submittal is for information and "-
record, unless otherwise indicated. Initial submittal is final
submittal, unless returned promptly by Architect and marked with
803B-93
SHOP DRAWINGS, PRODUCT DATA & SAMPLES01340 - 2
r
SHOP DRAWINGS PRODUCT DATE & SAMPLES; CbNT'D
"Action" which indicates an observed non-compliance. Submit five
(5) copies, plus two (2) additional copies (which will be returned)
where required for maintenance manuals. Two (2) copies will be
retained.
Provide a preliminary single -copy submittal where required (or
desired by Contractor) for selection of options by Architect.
Installer's Copy: Do not proceed with installation of materials,
products or systems until final copy of applicable product data is
in possession of Installer.
Samples: Provide units identical with final condition of proposed
materials or products of the work. Include "range" samples (not less
than three units) where unavoidable variations must be expected, and
describe or identify variations between units of each set. Provide
full set of optional samples where Architect's selection is required.
Prepare samples to match Architect's samples where so indicated.
Include information with each sample to show generic description,
source or product name and manufacturer, limitations, and compliance
with standards. Samples are submitted for review and confirmation of
color, pattern, texture and "kind" by Architect. Architect will not
"test" samples (except as otherwise indicated) for compliance with
other requirements, which are therefore the exclusive responsibility of
Contractor.
Submittal: At Contractor's option, provide preliminary submittal of
single set of samples for Architect's review and "Action" which
requires resubmittal; one set will be returned.
Inspection and Test Reports: Classify each as either "shopdrawing" or
"product data", depending upon whether report is uniquely prepared for
project or a standard publication of workmanship control testing at
point of production; process accordingly.
Warranties: Refer to "Products" section for specific general
requirements on warranties, product/workmanship bonds, and maintenance
agreements. In addition to copies desired for Contractor's use,
furnish two executed copies, except for maintenance manual.
Survey Data: Refer to "Procedures" section for specific general
requirements on property surveys, field measurements, quantitative
records of actual work, damage surveys, photographs and similar data
required by individual work sections of these specifications. None of
specified copies will be returned.
Standards: Where copy submittal is indicated, and except where
specified integrally with "Product Data" submittal, submit a single
copy for Architect's use. Where workmanship at project site and
elsewhere is governed by standard, furnish additional copies to
fabricators, installers and others involved in performance of the work.
Closeout Submittals: Refer to individual work sections and to
"closeout" sections for specific requirements on submittal of closeout
information, materials, tools and similar items.
C' Record Document Copies: Furnish one set.
803B-93
SHOP DRAWINGS, PRODUCT DATA 6 SAMPLES 01340 - 3
SHOP DRAWINGS PRODUCT DATE & SAMPLES, CONT'D
Maintenance/Operating Manuals: Furnish two bound copies.
Materials and Tools: Refer to individual work sections for required
quantities of spare parts, extra and overrun stock, maintenance
tools and devices, keys, and similar physical units to be submitted.
SUBMITTAL SCHEDULE
General Distribution: Provide additional distribution of submittals
(not included in foregoing copy submittal requirements) to
subcontractors, suppliers, fabricators, installers, governing
authorities and others as necessary for proper performance of the work.
Include such additional copies in transmittal forms.
ACTIONS ON SUBMITTALS
Architect's Action: Where action and return is required or requested,
Architect will review each submittal, mark with "Action" and where
,possible return within two weeks of receipt. Where submittal must be
held for coordination, Contractor will be so advised by "Architect
without delay.
Review of,submittals is for general conformance with the design concept
of the project and general compliance with the information given in the
contract documents. Any action shown is subject to the requirements of
the plans and specifications.
Final Unrestricted Release: Work may proceed, provided it complies
with contract documents, when submittal is returned with the
following:
Marking: "Approved." -
Final -But -Restricted Release: Work may proceed, provided it
complies with notations and corrections on submittal and with
contract documents, when submittal is returned with the following:
.Marking: "Approved as Noted."
Returned For Resubmittal: Do not proceed with work. Revise
submittal in accordance with notations thereon, and resubmit without
delay to obtain a different action marking. Do not allow submittal
with the following marking (or marked submittals where a marking is
required) to be used in connection with performance of the work:
Marking: "Disapproved, Resubmit."
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
803B-93
SHOP DRAWINGS, PRODUCT DATA & SAMPLES 01340 - 4
SECTION 01500 - TEMPORARY FACILITIES
PART 1 - GENERAL
RELATED DOCUMENTS
Drawings and general provisions of Contract, including General and
Supplementary Conditions and other Division-1 Specification sections,
apply to work of this section.
SUMMARY
This section specifies requirements for temporary services and
facilities, including utility services, construction and support
facilities, and project security and protection.
Temporary utility services required for use at the project site include
but are not limited to the following:
Temporary electric power and light.
Temporary construction and support facilities required for the project
include but are not limited to the following:
Temporary enclosures.
Waste disposal services.
Construction aids and miscellaneous general services and
facilities.
Alternate temporary services and facilities, equivalent to those
specified, may be used, subject to acceptance by the Architect.
Security and protection facilities and services required for the
project include but are not limited to the.following:
Temporary fire protection.
Environmental protection.
Alternate security and protection methods or facilities, equivalent
to those specified, may be used, subject to acceptance by the
Architect.
Costs: All charges for installation and use of temporary services are
to be paid for by the Contractor and will not be accepted as a basis of
claims for a Change Order.
QUALITY ASSURANCE
Regulations: Comply with industry standards and applicable laws and
regulations of authorities having jurisdiction, including but not
limited to:
41 Building Codes, including local requirements for permits, testing
and inspection.
r Health and safety regulations.
Police and Fire Department rules and recommendations.
Environmental protection regulations governing use of water and
energy, and the control of dust, noise and other nuisances.
f Standards: Comply with NFPA Code 241, "Building Construction and
803B-93
TEMPORARY FACILITIES 01500 - 1
TEMPORARY FACILITIES, CONT'D
Demolition Operations", ANSI-A10 Series standards for "Safety
Requirements for Construction and Demolition", and the NECA Electrical --
Design Library "Temporary Electrical Facilities".
Refer to "Guidelines for Bid Conditions for Temporary Job Utilities
and Services", as prepared jointly by AGC and ASC for industry
recommendations.
Electrical Service: Comply with NEMA, NECA and UL standards and
regulations for temporary electric service. Install service in _
compliance with National Electric Code (NFPA 70).
PROJECT CONDITIONS
General: Provide each temporary service and facility ready for use at
each location when the service or facility is first needed to avoid
delay in performance of the work. Maintain, expand as required and
modify temporary services and facilities as needed throughout the
progress of the work. Do not remove until services or facilities are
no longer needed, or are replaced by the authorized use of completed
permanent facilities.
Conditions of Use: Operate temporary services and facilities in a safe
and efficient manner. Do not overload temporary services or
facilities, and do not permit them to interfere with the progress of —
the work. Do not allow unsanitary conditions, public nuisances or
hazardous conditions to develop or persist on the site.
Temporary Construction and Support Facilities: Maintain temporary
facilities in such a manner as to prevent discomfort to users. Take
necessary fire prevention measures. Maintain temporary support
facilities in a sanitary manner so as to avoid health problems and —
other deleterious effects.
PARTS 2 & 3 - PRODUCTS AND EXECUTION
MATERIALS AND EQUIPMENT
General: Provide new or used materials and equipment for temporary
services and facilities that are undamaged and in serviceable
condition. Provide only materials and equipment that are recognized as
being suitable for the intended use, by compliance with appropriate
standards.
TEMPORARY UTILITY SERVICES
Temporary Electric Power Service: Provide weatherproof, grounded
electric power service and distribution system of sufficient size, --
capacity, and power characteristics to accommodate performance of work
during the construction period.
Utilize existing distribution system in remodeled areas.
Temporary Lighting: Provide temporary lighting sufficient illumination
for safe work and traffic conditions in every area of work.
Provide local switching of temporarylighting, spaced to allow
803B-93
TEMPORARY FACILITIES 01500'- 2
TEMPORARY FACILITIES, CONT'D
1
lighting to be turned off in patterns to conserve energy and retain
light suitable for work-in-progreas,.access traffic, security check
and project lock -up.
Provide not less than one 300-watt incandescent lamp per 500 square
feet of floor area, uniformly distributed, for general construction
lighting, or equivalent illumination of a similar nature. In
corridors and similar traffic areas, provide one 100-watt
incandescent lamp every 20 feet.
Install and operate temporary lighting that will fulfill security
and protection requirements, without the necessity of operating the
entire temporary lighting system.
TEMPORARY CONSTRUCTION AND SUPPORT FACILITIES INSTALLATION
General: Provide a reasonably neat and uniform appearance in temporary
construction and support facilities acceptable to the Architect and the
Owner.
Temporary Heat: It is the Contractor's responsibility to maintain the
existing mechanical systems effected by the work during the project.
Leave all equipment in good operating condition, provide seasonal
maintenance and replace all filters, with like kind, immediately prior
to substantial completion.
Toilets: Use of the Owner's existing toilet facilities, as indicated,
will be permitted, so long as these facilities are properly cleaned and
maintained in a condition acceptable to the Owner. At substantial
completion, restore these facilities to the condition prevalent at the
time of initial use.
r Temporary Enclosures: Provide temporary enclosure of materials,
equipment, work in progress and completed portions of the Work, to
provide protection to the work and employees from effects of exposure,
foul weather, other construction operations, and similar activities on
the site.
Enclosure: Provide temporary enclosures by installing polyethylene
with UL label and flame spread of 15 or less over 1/2" plywood on 2 x 4
studs.
See "Selective Demolition Section", other Division 1 sections and
drawings.
Separate existing Owner occupied spaces from construction activity
using closure panels which prevent excess heating or cooling loss
" from occupied space.
Where temporary wood or plywood enclosure exceeds 100 square feet in
area, use fire -retardant treated material (UL labeled Class"[ "A")
for the main sheathing, and use a minimum of non -treated wood
framing and trim.
Collection and Disposal of waste: Collect waste from construction
areas and elsewhere daily. Comply with requirements of NFPA 241 for
removal of combustible waste material and debris. Enforce requirements
strictly. Do not hold materials more than seven (7) days during normal
803B-93
TEMPORARY FACILITIES 01500 - 3
TEMPORARY FACILITIES, CONT'D
weather. Handle hazardous, dangerous, or unsanitary waste materials
separately from other waste by containerizing properly. Dispose of
material in a lawful manner.
General: Install and maintain temporary fire protection -facilities of
the types needed to protect against, reasonably predictable and
controllable fire losses. Comply with'`NFPA 10 "Standard for Portable
Fire Extinguishers" and NFPA 241 "Standard for Safeguarding
Construction, Alterations and Demolition Operations".
Locate fire extinguishers where they are most convenient and
effective for their intended purpose, but provide not less than one
extinguisher on each floor at or near each usable stairwell.
Store combustible materials in containers in recognized fire -safe
locations.
Maintain unobstructed access to fire extinguishers, fire hydrants,
temporary fire protection facilities, stairways and other access
routes for fighting fires. Prohibit smoking in hazardous fire
exposure areas.
Provide supervision of welding operations, combustion type temporary
heating units, and similar sources of fire ignition.
OPERATION. TERMINATION AND REMOVAL
Supervision: Enforce strict discipline in use of temporary services
and facilities. Limit availability of temporary services 'and
facilities to essential and intended uses to minimize waste and abuse.
Do not permit temporary installations to be abused or
endangered. Do not allow hazardous, dangerous or unsanitary conditions
to develop or persist on the project site.
Cost of Repair: Damages to existing or new systems, components,
elements or work in progress due to Contractor's failure'to`properly
protect or maintain temporary services, new or existing facilities or
equipment shall be repaired at the Contractor's expense and are not
chargeable to the Owner or Architect. Expenses will not be accepted as
a basis for claims for a Change Order.
Existing systems, components or elements shall be repaired or
replaced and brought up to standards prior to damage as required by
the Owner or Architect.
New systems, components or elements shall be repaired or replaced to
meet Project Specifications.
Maintenance: Maintain temporary services and facilities in good
operating condition.
Maintain the operation of .temporary enclosures, heating, cooling,
humidity control, ventilation and similar facilities on a 24-hour
day basis where required to achieve indicated results in the Work
and to avoid the possibility of damage to the work, systems or to
temporary facilities.
803B-93
TEMPORARY FACILITIES 01500 - 4
TEMPORARY FACILITIES, CONT'D
Termination and Removal: Remove each
temporary service
and facility
promptly when the need has ended,
6r'when replaced by the
authorized
use of a permanent facility, or no
later than substantial
completion.
Complete, or, if necessary, restore
permanent work which may have been
delayed because of interference with
the temporary service
or facility.
r
Repair damaged work, clean exposed
surfaces and replace
work which
i
cannot be satisfactorily repaired.
r
At substantial completion, clean
and renovate permanent
services and
j
facilities that have been used
to provide temporary
services and
facilities during the construction
period, including but
not limited
PM
to the following:
Replace air filters and clean the inside of ductwork and housings.
Replace significantly worn parts and parts that have been subject to
unusual operating conditions.
Replace lamps in the lighting system that are burned out or
noticeably dimmed by substantial hours of use.
803B-93
TEMPORARY FACILITIES 01500 - 5
SECTION 01700 - PROJECT CLOSEOUT
PART 1 - GENERAL
RELATED DOCUMENTS
C Drawings and general provisions of Contract, including General and
9 9
Supplementary Conditions and other Division-1 Specification Sections,
apply to work of this Section.
SUMMARY
This Section specifies administrative and procedural requirements for
project closeout, including but not limited to:
Inspection procedures.
Project record document submittal.
Operating and maintenance manual submittal.
r Warranties and submittals.
Final cleaning.
Closeout requirements for specific construction activities are
included in the appropriate Sections in Divisions-2 through -16.
�,... SUBSTANTIAL COMPLETION
Preliminary Procedures: Before requesting inspection for Certification
of Substantial Completion, complete the following. List exceptions in
the request.
In the Application for Payment that coincides with or first follows
the date Substantial Completion is claimed, show 100 percent
completion for the portion of the Work claimed as substantially
complete. Include supporting documentation for completion as
indicated in these Contract Documents.
If 100 percent completion cannot be shown, include a list of
incomplete items, the value of incomplete construction, and
reasons the Work is not complete.
Advise Owner of pending insurance change -over requirements.
i Submit specific warranties, workmanship bonds, maintenance
agreements, final certifications and similar documents.
Obtain and submit releases enabling the Owner unrestricted use of
the Work and access to services and utilities; include occupancy
permits, operating certificates and similar releases.
+� Deliver tools, spare parts, extra stock, and similar items.
Make final change -over of permanent locks and transmit keys to the
rOwner. Advise the Owner's personnel of change -over in security
provisions.
Complete start-up testing/balancing of systems, and instruction of
the Owner's operating and maintenance personnel. Service all
existing mechanical systems. Discontinue or change over and remove
�- temporary facilities from the site, along with construction tools,
mock-ups, and similar elements.
4
803B-93
PROJECT CLOSEOUT 01700 - 1
PROJECT CLOSEOUT, CONT'D
Complete final clean up requirements, including touch-up painting.
Touch-up and otherwise repair and restore marred exposed finishes.
Inspection Procedures: On receipt of a request for inspection, the
Architect will either proceed with inspection or advise the Contractor of unfulfilled requirements. The Architect will prepare the
Certificate of Substantial Completion following inspection, or advise
the Contractor of construction that must be completed or corrected
before the certificate will be issued.
The Architect will repeat inspection when requested and assured that
the Work has been substantially completed.
Results of the completed inspection will form the basis of
requirements for final acceptance.
FINAL ACCEPTANCE
Preliminary Procedures Before requesting final inspection. for
certification of final acceptance and final payment, complete the
following. List known exceptions in the request.
Submit final payment request with final releases and supporting
documentation not previously submitted and accepted. Include
certificates of insurance for products and completed operations _
where required.
Submit waiver of 'liens. -
Submit an updated final statement, accounting for final additional
changes to the Contract Sum.
Submit a certified copy of the Architect's final inspection list of
items to be completed or corrected, stating that each item has been
completed or otherwise resolved for acceptance, and the list has
been endorsed and dated by the Architect.
Submit record drawings, maintenance manuals, damage or settlement
survey, and similar final record information.
Submit consent of surety .to final payment.
Submit a final liquidated damages settlement statement.
Reinspection Procedure: The Architect will reinspect the Work upon
receipt of notice that the Work, including inspection list items from
earlier inspections, has been completed, except items whose completion
has been delayed because of circumstances acceptable to the Architect.
Upon completion of reinspection, Architect will either prepare
certificate of final acceptance, or advise the Contractor of Work that
is incomplete or of obligations that have not been fulfilled but are _..
required for final acceptance.
If necessary, reinspection will•be repeated.
803B-93
PROJECT CLOSEOUT 01700 2
PROJECT CLOSEOUT, CONT'D
F
F
19
RECORD DOCUMENT SUBMITTALS
Do not use record documents for construction purposes; protect from
deterioration and loss in a secure, fire -resistive location; provide
access to record documents for the Architect's reference during normal
working hours.
Record Drawings: Maintain a clean, undamaged set of blue or black line
white -prints of Contract Drawings and Shop Drawings. Mark the set to
show the actual installation where the installation varies
substantially from the Work as originally shown. Mark whichever
drawing is most capable of showing conditions fully and accurately;
where Shop Drawings are used, record a cross-reference at the
correspondinc{ location on the Contract Drawings . Give particular
attention to concealed elements that would be difficult to measure and
record at a later date.
Mark record sets with red erasable pencil; use other colors to
distinguish between variations inseparate categories of the Work.
Mark new information that is important to the Owner, but was not
shown on Contract Drawings or Shop Drawings.
Note related Change Order numbers where applicable.
Organize record drawing sheets into manageable sets, bind with
durable paper cover sheets, and print suitable titles, dates and
other identification on the cover of each set.
Record Specifications: Maintain one complete copy of the Project
Manual, including addenda, and one copy of other written construction
documents such as Change Orders and modifications issued in printed
form during construction. Mark these documents to show substantial
variations in actual Work performed in comparison with the text of the
Specifications and modifications. Give particular attention to
substitutions, selection of options and similar information on elements
that are concealed or cannot otherwise be readily discerned later by
direct observation. Note related record drawing information and
Product Data.
Upon completion of the Work, submit record Specifications to the
Architect for the Owner's records.
PART 2 - PRODUCTS
PART 3 - EXECUTION
CLOSEOUT PROCEDURES
(Not Applicable)
WARRANTIES
r
This Article specifies general
administrative and
procedural
requirements for warranties and
bonds required by
the Contract
Documents, including manufacturers'
standard warranties on
products and
special warranties.
Refer to the General Conditions
for terms of the
Contractor's
special warranty of workmanship
and materials.
r
803B-93
PROJECT CLOSEOUT
01700 - 3
PROJECT CLOSEOUT, CONT'D
Specific requirements for warranties for the Work and products and
installations that are specified to be warranted are included in the
individual Sections of Divisions-2 through -16.
Disclaimers and Limitations: Manufacturer's disclaimers and ,-
limitations on product warranties do not relieve the Contractor of the
warranty on the Work that incorporates the products, nor does it
relieve suppliers,. manufacturers, and subcontractors required to _
countersign special_ warranties with the Contractor.
Related Damages and Losses: When correcting warranted Work that has
failed, remove and replace other Work that has been damaged as a result
of such failure or that must be removed and replaced to provide access
for correction of warranted Work. After warranty Work is completed,
reinstate warranty equal to the original with equitable adjustment for
depreciation.
Replacement Cost: Upon determination that -Work covered by a warranty
has failed, replace or rebuild the Work to an acceptable condition
complying with requirements of Contract Documents. The Contractor is
responsible for the cost of replacing or rebuilding defective Work
regardless of whether the Owner has benefitted from use of the Work
through a portion of its anticipated useful service life.
Rejection of Warranties: The Owner reserves the right to reject
warranties and to limit selections to products with warranties not
in conflict with requirements of the Contract Documents.
The Owner reserves the right to refuse to accept Work for the Project
where a special warranty, certification, or similar commitment is
required on such Work or part of the Work, until evidence is presented
that entities required to countersign such commitments are willing to
do so.
Submit written warranties to the Architect prior to the date certified
for Substantial Completion.
When a designated portion of the Work is completed and occupied or
used by the Owner by separate agreement with the Contractor during
the construction period, submit properly executed warranties to the
Architect within 15 days of completion of that designated portion of
the Work. _
When a special warranty is required' to be executed by the Contractor,
or the Contractor and a subcontractor, supplier or manufacturer,
prepare a written document that contains appropriate terms and
identification, ready for execution by the required parties. Submit a
draft to the Owner through the Architect for approval prior to final
execution.
Form of Submittal: At Final Completion compile two copies of each
required and previously reviewed warranty and bond properly executed by
the Contractor, or by the Contractor, subcontractor, supplier, or
manufacturer. Organize the warranty documents into an orderly sequence
based on the table of contents of the Project Manual.
e03B-93
PROJECT CLOSEOUT 01700 4
PROJECT CLOSEOUT, CONT'D
F
F
Warranties may include, but are not limited to, the following:
Contractor's General Warranty
Flush Wood Doors: Section 08211 - Flush Wood Doors
Carpeting: Section 09680 - Carpeting
FINAL CLEANING
General cleaning during construction is required by the General
Conditions and included in Section "Temporary Facilities".
Cleaning: Employ experienced workers or professional cleaners for
final cleaning. Clean each surface or unit to the condition expected
in a normal, commercial building cleaning and maintenance program.
Comply with manufacturer's instructions.
CompZtification
a the following cleaning operations before requesting inspection
for of Substantial Completion.
Remove labels that are not permanent labels.
Clean transparent materials, including mirrors and glass in doors
and windows. Remove glazing compound and other substances that are
noticeable vision -obscuring materials. Replace chipped or broken
glass and other damaged transparent materials.
Clean exposed exterior and interior hard -surfaced finishes to a
dust -free condition, free of stains, films and similar foreign
substances. Restore reflective surfaces to their original
reflective condition. Leave concrete floors clean with final seal
coat. Vacuum carpeted surfaces.
Removal of Protection: Remove temporary protection and facilities
installed for protection of the Work during construction.
Compliance: Comply with regulations of authorities having jurisdiction
and safety standards for cleaning. Do not burn waste materials. Do
not bury debris or excess materials on the Owner's property. Do not
discharge volatile, harmful or dangerous materials into drainage
systems. Remove waste materials form the site and dispose of in a
lawful manner.
Where extra materials of value remaining after completion of associated
Work %ve become the Owner's property, arrange for disposition of these
materls as directed.
803B-93
c PROJECT CLOSEOUT 01700 - 5
SECTION 02070 - SELECTIVE DEMOLITION
PART 1 - GENERAL
RELATED DOCUMENTS:
Drawings and general provisions of Contract, including General and
9 9 P g
Supplementary Conditions and Division-1 Specification sections, apply
to work of this section.
DESCRIPTION OF WORK
Extent of selective demolition work is indicated on drawings.
Types of Selective Demolition Work: Demolition requires the selective
removal and subsequent offsite disposal of the following:
Removal of interior partitions as indicated on drawings.
Removal of doors and frames indicated or "remove and relocate".
Removal of existing floor or wall finishes indicated.
Removal of built-in casework indicated or "remove and relocate".
Removal and protection of existing light fixtures, mechanical
equipment and other items indicated for salvage or relocation.
Related work specified elsewhere:
Remodeling construction work and patching is included within the
respective sections of specifications, including removal of
materials for re -use and incorporated into remodeling or new
construction.
Relocation of pipes, conduits, ducts, other mechanical and
electrical work are specified by respective trades.
JOB CONDITIONS
Occupancy: Owner will be continuously occupying areas of the building
immediately adjacent to areas of selective demolition. Conduct
selective demolition work in manner that will minimize need for
disruption of Owner's normal operations. Provide minimum of 72"[ hours
advance notice to Owner of demolition activities which will severely
impact Owner's normal operations.
Condition of Structures: Owner assumes no responsibility for actual
condition of items or structures to be demolished.
` Conditions existing at time of commencement of contract will be
maintained by Owner insofar as practicable. However, variations
within structure may occur by Owner's removal and salvage operations
1. prior to start of selective demolition work.
PIK Partial Demolition and Removal: Items indicated to be removed but of
salvable value to Contractor may be removed from structure as work
progresses. Transport salvaged items from site as they are removed.
i
Storage or sale of removed items on site will not be permitted.
803-B- 93
SELECTIVE DEMOLITION 02070 - 1
SELECTIVE DEMOLITION, CONT
Protections: Provide temporary barricades and other forms of
protection as required to protect Owner's personnel and general public from injury due to selective demolition work.
Provide protective measures as required to provide free and safe
passage of Owner's personnel and general publictoand from occupied
portions of building.
Protect from damage existing finish work that is to remain in place
and becomes exposed during demolition operations.
Protect existing floor finishes with., suitable coverings when —
necessary.
Remove protections at completion of:work.
Damages:, Promptly repair damages caused to adjacent facilities by
demolition work at no cost to Owner.
Traffic: Conduct. selective demolition operations and debris removal in
a manner to ensure minimum interference with owners activities,
streets, walks, and other adjacent occupied or used facilities.
Do not close, block or otherwise obstruct streets, walks or other
occupied or used facilities without written permission from
authorities having jurisdiction. ::Provide alternate routes around
closed or obstructed traffic ways if required by governing
regulations.
Explosives: Use of explosives will not be permitted.
Utility Services: Maintain existing utilities indicated to remain,
keep in _service, and protect, against damage during demolition
operations.
Do not interrupt existing utilities serving occupied or used
facilities, except when authorized by the Owner. Provide temporary
services during interruptions to existing utilities.
Environmental Controls: Use water sprinkling, temporary enclosures,
and other suitable methods to limit dust and dirt rising and scattering
in air to lowest practical level. Comply with governing regulations _
pertaining to environmental protection.
Do not use water when it may create hazardous_ or objectionable
conditions such as ice, flooding,.and pollution.
PART 2 - PRODUCTS
PART 3 - EXECUTION
INSPECTION
(Not Applicable).
Prior to commencement of selective demolition work, inspect areas in
which work will be performed. Note existing conditions to structure
surfaces, equipment or to surrounding properties which could be
misconstrued as damage resulting from selective demolition work. File
with Owner's Representative written documentation and photographs of
803-B-93
SELECTIVE DEMOLITION 02070 - 2
I
SELECTIVE DEMOLITION, CONT
existing conditions prior to starting work.
F
DEMOLITION
Perform selective demolition work in a systematic manner. Use such
methods as required to complete work, indicated on Drawings in
accordance with demolition schedule and sequencing.
Demolish concrete and masonry in small sections. Cut concrete and
masonry at junctures with construction to remain using power -driven
masonry saw or hand tools; do not use power -driven impact tools.
Locate demolition equipment throughout structure and promptly remove
debris to avoid imposing excessive loads on supporting walls, floors
or framing.
Provide services for effective air and water pollution controls.
For interior slabs on grade, use removal methods that will not crack
or structurally disturb adjacent slabs or partitions. Use power saw
where possible.
Remove carpet and existing tile and terrazzo base floors where
indicated and scrape or grind existing surfaces to provide a smooth
structurally sound surface acceptable to installer for application
of new scheduled floor finishes.
If unanticipated mechanical, electrical or structural elements which
conflict with intended function or design are encountered, investigate
and measure both nature and extent of the conflict. Submit report to
Owner's Representative in written, accurate detail. Pending receipt of
directive from Owner's Representative, rearrange selective demolition
schedule as necessary to continue overall job progress without delay.
SALVAGE MATERIALS
Salvage Items: Where indicated on Drawings as "Salvage -Deliver to
Owner", carefully remove indicated items, clean, store and turn over to
Owner.
Salvage acoustical tile, designated cabinets, light fixtures, A/C
grills, prefinished gypsum board for reuse in designated areas.
DISPOSAL OF DEMOLISHED MATERIALS
Remove debris, rubbish and other materials resulting from demolition
operations from building site. Transport and legally dispose of
materials off site.
If hazardous materials are encountered during demolition operations,
comply with applicable regulations, laws, and ordinances concerning
removal, handling and protection against exposure! or environmental
pollution.
Burning of removed materials is not permitted on project site.
603-B-93
r SELECTIVE DEMOLITION 02070 - 3
SELECTIVE DEMOLITION, CONT
CLEAN-UP AND REPAIR
Upon completion of demolition work, remove tools, equipment and
demolished materials from site. Remove protections and leave interior
areas broom clean.
Repair demolition performed in excess of that required. Return
structures and surfaces to remain to condition existing prior to
commencement of selective demolition work. Repair adjacent
construction or surfaces soiled or damaged by selective demolition
work.
803-B-93
SELECTIVE DEMOLITION 02070 - 4
SECTION 5700 - ORNAMENTAL METAL WORK
PART 1 - GENERAL
RELATED DOCUMENTS
Drawings and general provisions of Contract, including General and
Supplementary Conditions and Division 1 Specification Sections, apply
to this Section.
SUMMARY
This section includes the following:
Steel bar grill at Lobby counter.
�- SUBMITTALS
Product data for each product used in ornamental metalwork, including
finishing materials and methods.
Shop drawings showing fabrication and installation of ornamental
metalwork including plans, elevations and details of components and
attachments to other units of Work. Indicate materials, profiles of
each ornamental metalwork member and fitting, joinery, finishes,
fasteners, anchorages and accessory items.
C' Include setting drawings, templates, and directions for installation
of anchor bolts and other anchorages to be installed as unit of Work
of other sections.
QUALITY ASSURANCE
a
r, Fabricator Qualifications: Firm experienced in successfully producing
ornamental metalwork similar to that indicated for this Project, with
sufficient production capacity to produce required unitswithout
causing delay in the Work.
Qualify welding processes and welding operators in accordance with the
following:
AWS D1.1 "Structural Welding Code - Steel."
PROJECT CONDITIONS
Field Measurements: Take field measurements prior to preparation of
shop drawings and fabrication, where possible, to ensure proper fitting
of ornamental metalwork. Do not delay job progress; allow for
adjustments and fitting where taking of field measurements before
fabrication might delay Work.
DELIVERY, STORAGE, AND HANDLING
Handle ornamental metalwork on site to a minimum; exercise care to
avoid damaging metal finishes.
PART 2 - PRODUCTS
r.
i METALS
803-B-93
ORNAMENTAL METALWORK 05700 - 1
ORNAMENTAL METAL WORK
General: Provide ornamental metalwork composed of metals of the forms
and types which comply with requirements of referenced standards and —
which are free from surface blemishes where exposed to view in the
finished unit, Exposed -to -view surfaces exhibiting pitting, seam
marks,roller marks, "oil canning," stains, discolorations or other _
imperfections on finished units are not acceptable.
Steel and Iron: Provide steel and iron in the form indicated complying
with the following requirements: —
Tubing: Cold -formed, ASTM A 500; or hot -rolled, ASTM A 501.
Steel Plates, Shapes, and Bars: ASTM A 36.
Gray Iron Castings: ASTM A 48, Class 30.
Malleable Iron Castings: ASTM A 47, grade as recommended by
fabricator for type of use indicated.
MISCELLANEOUS MATERIALS
Welding Electrodes and Filler Metal: Type and alloy of filler metal
and electrodes as recommended by producer of metal to be welded,
complying with applicable AWS specifications, and as required for color
match, strength and compatibility in the fabricated items.
Fasteners: Of same basic metal and alloy as fastened metal, unless
otherwise indicated. Do not use metals which are corrosive or
otherwise incompatible with metals joined.
Provide Phillips flat -head machine screws for exposed fasteners,
unless otherwise indicated.
Nonshrink Nonmetallic Grout: Pre -mixed, factory -packaged, nonstaining,
noncorrosive, nongaseous grout complying with CE CRD C621. Provide
grout specifically recommended by manufacturer for interior and
exterior applications of type specified in this section.
Anchors and Inserts: Provide anchors of type, size, and material ._
required for type of loading and installation condition shown, as
recommended by manufacturer, unless otherwise indicated.
Primer Paint for Steel and Iron: Manufacturer's standard
rust -inhibiting primer; compatible with finish coats of paint.
Coordinate selection of metal primer with finish paint requirements
specified in Division 9. �-
Zinc Chromate Primer: FS TT-P-645.
FABRICATION, GENERAL
Form ornamental metalwork to required shapes and sizes, with true
curves, lines and angles. Provide components in sizes and profiles
indicated, but not less than required to comply with requirements
indicated for structural performance.
Provide necessary rebates, lugs and brackets for assembly of units.
Use concealed fasteners wherever possible.
803-B-93
ORNAMENTAL METALWORK 05700 - 2
ORNAMENTAL METAL WORK
Comply with AWS for recommended practices in shop welding. Provide
welds behind finished -surfaces without distortion or discoloration of
exposed side. Clean exposed welded joints of all welding flux, and
dress on all exposed and contact surfaces.
Mill joints to a tight,.hairline fit.
Provide castings that are sound and
impair strength and appearance.
Cope or miter corner joints.
free of warp or defects which
Finish exposed surfaces to smooth, sharp, well-defined lines and
arises.
Preassemble items in shop to greatest extent possible to minimize field
splicing and assembly. Disassemble units only as necessary for
shipping and handling limitations. Clearly mark units for reassembly
and coordinated installation.
Form simple and compound curves by bending members in jigs to produce
uniform curvature for each repetitive configuration required; maintain
profile of member throughout entire bend without buckling, twisting, or
otherwise deforming exposed surfaces of handrail and railing
components.
Brackets, Flanges, Fittings, and Anchors: Provide brackets, flanges,
miscellaneous fittings, and anchors for interconnection of other work.
FINISHES, GENERAL
Comply with NAAMM "Metal Finishes Manual" for recommendations relative
to application and designations of finishes.
STEEL AND IRON FINISHES
Preparation for Paint Finish: Clean surfaces of dirt, grease, and
loose rust or mill scale, including items fabricated from galvanized
steel, if*any, followed by' a conversion coating of type suited to
organic coating applied over it.
Factory -Primed Finish: Apply air-dried primer immediately following
[� cleaning and pretreatment, to provide a minimum dry film thickness of
2.0 mils per applied coat, to surfaces which will. be exposed after
assembly and installation, and to concealed, nongalvanized surfaces.
C PART 3 - EXECUTION
k
r., PREPARATION
t
Coordinate and furnish anchorages and setting drawings, diagrams,
templates, instructions and directions for installation of items having
integral anchors which are to be embedded in concrete or masonry
' construction. Coordinate delivery of such items to the project site.
CINSTALLATION, GENERAL
Provide anchorage devices and fasteners where necessary for securing
,., ornamental metal items to in -place construction.
r Perform cutting, drilling and fitting required for installation of
r 803-B-93
ORNAMENTAL METALWORK 05700 - 3
ORNAMENTAL METAL WORK
ornamental metalwork. Set products accurately in location,alignment
and elevation, plumb, level and true, measured from established lines and levels.
Fit exposed connections accurately together to form tight, hairline _
joints or, where indicated, with uniform revels and space's for sealants
and joint fillers. Where cutting, welding and grinding are required
for proper shop fitting and jointing of ornamental metal items, restore _
finishes to eliminate any evidence of such corrective work.
Do not cut or abrade finishes which cannot be completely restored in
the field. Return items with such finishes to the shop for required —
alterations, followed by complete refinishing or provide new units as
required.
Restore protective coverings which have been damaged during shipment or
installation of the work. Remove protective coverings only when there
is no possibility of damage from other work yet to be performed at the
same location.
Retain protective coverings intact and remove simultaneously from
similarly finished items to preclude nonuniform oxidation and
discoloration.
Field Welding Comply with applicable'AWS specification for procedures _
of manual shielded metal -arc welding, for appearance and quality of
welds made, and for methods used in correcting welding work. Weld
connections which are not to be left as exposed joints, but cannot be
shop welded because of shipping size limitations. Grind exposed welded
joints smooth and restore finish to match finish of adjacent surfaces.
A n.T iT.c: T T M("- _
Touch-up Painting: Cleaning and touch-up painting of field welds,
bolted connections, and abraded areas of shop ' paint is_specified in —
Division 9 of thesespecifications.
PROTECTION
Protect finishes of ornamental metalwork from damage during
construction period by use of temporary protective coverings approved
by ornamental metalwork fabricator. Remove protective covering at time —
of Substantial Completion.
Restore finishes damaged during installation and construction period so
that no evidence remains of correction work. Return items which cannot
be refinished in the field to the shop; make required alterations and
refinish entire unit, or provide new units as'required.
803-B-93
ORNAMENTAL METALWORK 05700 - 4
SECTION 06100 - ROUGH CARPENTRY
PART 1 - GENERAL
RELATED DOCUMENTS
Drawings and general provisions of Contract, including General and
Supplementary Conditions and Division 1 Specification Sections, apply
to work of this section.
SUMMARY
e�
This Section includes the following:
Framing with dimension lumber.
Wood grounds, nailers and blocking.
Related Sections: The following
Sections contain
requirements that
relate to this Section:
Division 6 "Finish Carpentry
items exposed to view
and Millwork"
and not specified
for nonstructural
in this Section.
carpentry
DEFINITIONS
d
Rough carpentry includes carpentry
work not specified
as part of other
Sections and which is generally not exposed,
unless otherwise
r"
m
specified.
3
DELIVERY, STORAGE AND HANDLING
Delivery and Storage: Keep materials under cover and dry. Protect
against exposure to weather and contact with damp or wet surfaces.
Stack lumber as well as plywood and other panels; provide for air
circulation within and around stacks and under temporary coverings
including polyethylene and similar materials.
For lumber and plywood pressure treated with waterborne chemicals,
place spacers between each bundle to provide air circulation.
PART 2 - PRODUCTS
LUMBER, GENERAL,
Lumber Standards: Furnish lumber manufactured to comply with PS 20
"American Softwood Lumber Standard" and with applicable grading
rules of inspection agencies certified by American. Lumber Standards
Committee's (ALSC) Board of Review.
Inspection Agencies: Inspection agencies and the abbreviations used to
reference with lumber grades and species include the following:
SPIB - Southern Pine Inspection Bureau.
WCLIB - West Coast Lumber Inspection Bureau.
WWPA Western Wood Products Association.
Grade Stamps: Provide lumber with each piece factory -marked with grade
stamp of inspection agency evidencing compliance with grading rule
requirements and identifying grading agency, grade, species, moisture
content at time of surfacing, and mill.
803-B-93
ROUGH CARPENTRY 06100 1
ROUGH CARPENTRY, CONT.
Nominal sizes are indicated, except as shown by detail dimensions.
Provide actual sizes as required by PS 20, for moisture content —
specified for each use.
Provide dressed lumber, S4S, unless otherwise indicated.
Provide seasoned lumber with 19 percent maximum moisture content at
time of dressing and shipment for sizes 2" or less in nominal
thickness, unless otherwise indicated. -'
DIMENSION LUMBER
For light framing (2" to 4" thick, 2" to 4" wide), provide the
following grade and species:
Standard grade.
Any species graded under WWPA or WCLIB rules.
Southern Pine graded under SPIB rules. For structural framing (2" to 4" thick, 5" and wider), provide the
following grade and species:
"No. 2" grade.
Douglas Fir or Douglas -Fir -Larch graded, respectively, under WCLIB
or WWPA rules.
Hem -Fir graded under WWPA rules.
Southern Pine graded under SPIB rules. --
BOARDS
Concealed Boards: Where boards will be concealed by other work,
provide lumber of 19 percent,maximum moisture content (S-DRY or RD-19)
and of following species and grade:
Redwood "Construction Common" per RIS rules, Southern Pine "No. 2
Boards" per SPIB rules, or any species graded "Construction Boards
per WCLIB or WWPA rules.
Board Sizes: Provide sizes indicated or, if not- indicated (for
sheathing, subflooring and similar uses), provide 1" x 8" boards. _
MISCELLANEOUS LUMBER
General: Provide lumber for support or attachment of other
construction including bucks, milers, blocking, furring, grounds,
stripping and similar members.
Fabricate miscellaneous lumber from dimension lumber of sizes
indicated, worked into shapes shown.
Moisture content: 19 percent maximum for lumber items not specified to
receive wood preservative treatment.
Grade: "Standard" grade light -framing -size lumber of any species or
board size lumber as required. "No. 2 Common" or "Standard" grade
boards per WCLIB or WWPA rules or "No.:2:Boards" per SPIB rules.
803-B-93
ROUGH CARPENTRY .06100 - 2
r�+
ROUGH CARPENTRY, CONT.
CONSTRUCTION PANELS, GENERAL
Construction Panel Standards: Comply with PS 1 "U.S. Product Standard
for Construction and Industrial Plywood" for plywood construction
panels and, for products not manufactured under PS 1 provisions, with
American Plywood Association (APA) PRP-108.
Trademark: Furnish construction panels that are each factory- marked
with APA trademark evidencing compliance with grade requirements.
CONSTRUCTION PANELS FOR BACKING
Plywood Backing Panels: For mounting electrical or telephone
equipment, provide fire -retardant treated plywood panels with grade
designation, APA C-D PLUGGED EXPOSURE 1, in 3/4" thickness.
FASTENERS
Provide fasteners of size and type indicated that comply with
requirements specified in this article for material and manufacture.
Where rough carpentry work is exposed to weather, in ground contact,
or in area of high relative humidity, provide fasteners with a
hot -dip zinc coating per ASTM A 153 or of AISI Type 304 stainless
steel.
Nails, Wire, Brads, and Staples: FS FF-N-105.
Power Driven Fasteners: National Evaluation Report NER-272.
Wood Screws: ANSI B18.6.1.
Lag Bolts: ANSI B18.2.1.
Bolts: Steel bolts complying with ASTM A 307, Grade A; with ASTM A 563
r.. hex nuts and where indicated, flat washers.
MISCELLANEOUS MATERIALS
j� Adhesives for Field Gluing Panels to F-aming: Formulation complying
with APA AFG-01 that is approved for use with type of construction
panel indicated by both adhesive and panel manufacturer.
rPART 3 - EXECUTION
INSTALLATION, GENERAL
Discard units of material with defects that impair quality of rough
carpentry construction and that are too small to use in fabricating
rough carpentry with minimum joints or optimum joint arrangement.
Set rough carpentry to required levels and lines, with members plumb
r- and true to line and cut and fitted.
Fit rough carpentry to other construction; scribe and cope as required
for accurate fit. Correlate location of furring, nailers, blocking,
grounds, and similar supports to allow attachment of other
construction.
803-B-93
r ROUGH CARPENTRY 06100 - 3
ROUGH CARPENTRY, CONT.
Securely attach carpentry work to substrate by anchoring and fastening
as indicated and as required by recognized standards.
Countersink nail heads on exposed carpentry work and fill holes.
Use common wire nails, unless otherwise indicated. Use finishing nails
for finish work. Select fasteners of size that will not penetrate
members where opposite side will be exposed to view or will receive
finish materials. Make tight connections between members. Install
fasteners without splitting of wood; predrill as required.
Use self drilling and tapping screws to install roof deck plywood to
structural steel framing.
WOOD GROUNDS, NAILERS, BLOCKING AND SLEEPERS
Install wood grounds, nailers, blocking, and sleepers where shown and
where required for screeding or attachment of other work. Form to
shapes as shown and cut as required for true line and level of work to
be attached. Coordinate location with other work involved.
Attach to substrates as required to support applied loading.
Countersink bolts and nuts flush . with surfaces, unless otherwise
indicated. Build into masonry during installation of masonry work.
Where possible, anchor to formwork before concrete placement.
WOOD FURRING
Install plumb and level with closure strips at edges and openings.
Shim with wood as required for tolerance of finished work.
Furring to Receive Plywood Paneling: Install 1" x 3" furring at 2'
o.c., horizontally and vertically. Select -furring for freedom from
knots capable of producing bent -over nails and resulting damage to
paneling.
WOOD FRAMING, GENERAL
Framing Standards: Comply with National Forest Product Association
N.F.P.A. "Manual _for House Framing", unless otherwise indicated. Do
not splice structural members between supports.
Install framing members of size and spacing indicated.
Anchor and nail as shown, and to comply with the following:
Published requirements of manufacturer of metal framing anchors.
"Table No. II - Recommended Nailing Schedule" of the Uniform
Building Code.
Do not splice structural members between supports.
STUD FRAMING
General: Provide stud framing of size and spacing indicated or, if not
otherwise indicated, of the following sizes and spacings. Arrange
studs so that wide face of stud is perpendicular to direction of wall
803-B-93
ROUGH CARPENTRY 06100 - 4
ROUGH CARPENTRY, CONT.
or partition and narrow face is parallel. Install single bottom plate
and double top plates using 2" thick members with widths equaling that
of studs; except single top plate may be used for non -load -bearing
partitions. Nail or anchor plates to supporting construction.
!r' For interior partitions and walls install 2" x 4" wood studs spaced
16" o.c.
.- Construct corners and intersections with not less than 3 studs.
Install miscellaneous blocking and framing as shown and as required for
support of facing materials, fixtures, specialty items and trim.
Install continuous horizontal blocking row at mid -height of
single -story partitions over 8' high using 2" thick members of same
width as wall or partitions.
Frame openings with multiple studs and headers. Provide nailed header
members of thickness equal to width of studs. Set headers on edge and
r. support on jamb studs.
For non -bearing partitions, install double -jamb studs and headers
not less than 4" deep for openings 3' and less in width, and not
less than 6" deep for wider openings.
r 803-B-93
ROUGH CARPENTRY 06100 - 5
SECTION 06300 - FINISH CARPENTRY AND MILLWORK
PART 1 - GENERAL
F
RELATED DOCUMENTS
Drawings and general provisions of Contract, including General and
Supplementary Conditions and Division-1 Specification sections, apply
to work of this section.
DESCRIPTION OF WORK
Definition: Finish carpentry includes carpentry work which is exposed
to view, is non-structural, and which is not specified as part of other
sections. Types of finish carpentry work in this section include:
Cabinetry.
Architectural plywood.
Plastic laminate countertops.
Shelving.
The following -items are materials which exist in the building and
which are be removed as a part of the demolition and are to be
reused in this remodeling:
Cabinetry.
Interior running and standing trim at doors.
I-terior frames for doors and other openings as noted.
Rough carpentry is specified in another section within Division 6.
Builders Hardware and Wood Doors are specified in section within
Division 8.
JOB CONDITIONS
Conditioning: Installer shall advise Contractor of temperature and
humidity requirements for finish carpentry installation areas. Do not
install finish carpentry until required temperature and
relative humidity have. been stabilized and will be maintained in
installation areas.
PART 2 - PRODUCTS
WOOD PRODUCT QUALITY STANDARDS
Design and Construction Features: Comply with details shown for
profile and construction of architectural woodwork; and, where not
otherwise shown, comply with applicable Quality Standards.
Measurements: Before proceeding with fabrication of woodwork required
to be fitted to existing construction, obtain measurements and verify
dimensions and shop drawing details as required for accurate fit.
Plastic Laminate: Comply with NEMA LD-3 for type, thickness, color,
�^ pattern and finish indicated for each application, or if not indicated,
I as selected by Architect from manufacturer's standard products.
w
Architectural Plywood: For paneling plain sliced red. oak, 1/2" thick,
complying with requirements for specific woodwork grade.
803B-93
FINISH CARPENTRY AND MILLWORK 06300 - 1
FINISH CARPENTRY AND MILLWORK, CONT
Cabinet Pulls: Stanley #4479 US26D.
Drawer Guides: K & V #1300. ._
Drawer Locks: Corbin 02068-1/2 x 3/4 Surface mounting W/265 strike.
Plastic Laminate Countertops:
Grade: Custom.
Core Selection: High density particle board.
PART 3 EXECUTION
PREPARATION
Condition wood materials to average prevailing humidity conditions in
installation areas prior to installing.
INSTALLATION
Discard -units of material which are unsound, warped, bowed, twisted,
improperly treated, not adequately seasoned or too small to fabricate
work with minimum of joints or optimum jointing arrangements, or which
are of defective manufacture with respect to surfaces, sizes or
patterns.
Install the work plumb, level, true and straight with no distortions.
Shim as required using concealed shims. Install to a tolerance of 1/8" -'
in 8'-0" for plumb and level sills, and with 1/16" maximum offset in
flush adjoining 1/8" maximum offsets in revealed adjoining surfaces.
Scribe and Running Trim: Install with minimum number of joints
possible, using full-length pieces (from maximum length of lumber
available) to the greatest extent possible. Stagger joints in adjacent _
and related members. Cope at returns, miter at corners to produce
tight fitting joints with full surface contact throughout length of
joint. Use scarf joints for end -to -end joints.,
Anchor finish carpentry work to anchorage devices or blocking built-in
or directly attached to substrates. Secure to ground, stripping and
blocking with adhesive, concealed fasteners and blind nailing as
required for a complete installation. Use fine finishing nail for
exposed nailings, countersunk and filled flush with finished surface,
and matching final finish where transparent as indicated.
ADJUSTMENT, CLEANING,_ AND FINISHING AND PROTECTION
Repair damaged and defective finish carpentry work wherever possible to --
eliminate defects functionally and visually; where not possible to
repair properly, replace woodwork. Adjust joinery for uniform
appearance.
Clean finish carpentry work on exposed and semi -exposed surfaces.
Refer to Division 9 section for,final finishing of installed finish
carpentry work.
Protection: Installer of finish carpentry work shall advise Contractor
of final protection and maintained conditions necessary to ensure that
work will be without damage or deterioration at time of acceptance.
803B-93
FINISH CARPENTRY AND MILLWORK 06300 - 2
i
SECTION 08112 - STEEL DOOR FRAMES
PART 1 - GENERAL
RELATED DOCUMENTS
Drawings and general provisions of Contract, including General and
Supplementary Conditions and Division-1 Specification sections, apply
to work of this section.
DESCRIPTION OF WORK
Extent of standard steel frames is shown and scheduled on drawings.
Builder's hardware is specified elsewhere in Division B.
QUALITY ASSURANCE
Provide frames complying with Steel Door Institute "Recommended
Specifications: Standard Steel Doors and Frames" (SDI-100) and as
herein specified.
Fire -Rated Door Assemblies: Where fire -rated door assemblies are
indicated or required, provide fire -rated door and frame assemblies
that comply with NFPA 80 "Standard for Fire Doors and Windows", and
have been tested, listed, and labeled in accordance with ASTM E 152
4 "Standard Methods of Fire Tests of Door Assemblies" by a nationally
recognized independent testing and inspection agency acceptable to
(^ authorities having jurisdiction.
SUBMITTALS
r"
Product Data: Submit manufacturer's specifications for fabrication and
installation, including data substantiating that products comply with
r
requirements.
Shop Drawings: Submit for fabrication and installation of steel
frames. Include details of each frame type, elevations of door design
�^ types, conditions at openings, details of construction, location and
installation requirements of finish hardware and reinforcements, and
details of joints and connections. Show anchorage and accessory items.
Provide schedule of frames using same reference numbers for details
and openings as those on contract drawings.
DELIVERY, STORAGE AND HANDLING
Deliver hollow metal work cartoned or crated to provide protection
during transit and job storage. Provide additional sealed plastic
wrapping for factory finished doors.
Inspect hollow metal work upon delivery for damage. Minor damages may
be repaired provided finish items are equal in all respects to new work
and acceptable to Architect; otherwise, remove and replace damaged
items as directed.
Store frames at building site under cover. Place units on wood sills
at least 4" high, or otherwise store on floors in manner that will
r- prevent rust and damage. Avoid use of non -vented plastic or canvas
t shelters which could create humidity chamber. If cardboard wrapper on
door becomes wet, remove carton immediately. Provide 1/4" spaces
r 803B-93
STEEL DOOR FRAMES 08112 - 1
STEEL DOOR FRAMES, CONT
between stacked doors to promote air circulation.
PART 2 - PRODUCTS
ACCEPTABLE MANUFACTURERS --
Manufacturer: Subject to compliance with requirements, provide steel
frames by one of the following: _
Steel Frames, (General):
Steelcraft i -
- Series DW-18 drywall frames for 1-3/4 doors (18 gage frames)
Republic Builders Products Corp.
Series FH418 drywall frames for 1-3/4 doors (18 gage frames)
The frame sizes shall be 4-3/4" as required by the details on the _
drawing.
MATERIALS:
Hot -Rolled Steel Sheets and Strip: Commercial quality carbon steel,
pickled and oiled, complying with ASTM A 569 and ASTM A 568. —
Cold -Rolled Steel Sheets: Commercial quality carbon steel, complying
with ASTM A 366 and ASTM A 568.
Support and Anchors: Fabricate of not less than 18-gage galvanized
sheet steel.
Inserts, Bolts and Fasteners: Manufacturer's standard units, except
hot -dip galvanize items to be built into exterior walls, complying with
ASTM A 153, Class C or D as applicable.
FABRICATION, GENERAL
Fabricate steel frame units to be rigid, neat in appearance and free
from defects, warp or buckle. Wherever practicable, fit and assemble
units in manufacturer's plant. Clearly identify work that cannot be
permanently factory -assembled before shipment, to assure proper
assembly at project site.
Fabricate frames, concealed stiffeners, reinforcement, edge channels,
louvers and moldings from either cold -rolled or hot -rolled steel (at
fabricator's option).
Exposed Fasteners: Unless otherwise indicated, provide counter- sunk
flat Phillips heads for exposed screws and bolts.
Finish Hardware Preparation: Prepare frames to receive mortised and
concealed finish hardware at the factory in accordance with final
Finish Hardware Schedule and templates provided by hardware supplier.
Comply with applicable requirements of ANSI A 115 series specifications
for door and frame - preparation for hardware. Drilling and tapping
shall be done at the factory.
803B-93
STEEL DOOR FRAMES 08112 - 2
STEEL DOOR
FRAMES, CONT
' f
Reinforce
frames to receive
surface -applied hardware. Drilling and
pp g
tapping for surface -applied
finish hardware may be done at project
r...
site.
Locate finish
hardware as shown
on final shop drawings or, if not
shown, in
accordance with
"Recommended Locations for Builder's
Hardware,"
published by Door
and Hardware Institute.
" Shop Painting:
C!
Clean, treat, and paint exposed surfaces of steel door and frame units,
including galvanized surfaces.
Apply shop coat of baked -on rust inhibiting prime paint of even
consistency to provide a uniformly finished surface ready to receive
finish paint.
STANDARD STEEL FRAMES
Provide metal frames for doors, sidelights and borrowed lights, and
other openings, of types and styles as shown on drawings and schedules.
Conceal fastenings, unless otherwise indicated.
r
Fabricate frames with mitered corners for knocked -down drywall
construction for field assembly.
Hinge reinforcement plates shall be a minimum of 9-gage steel.
Strike reinforcement shall be a minimum of 14-gage steel, extruded
and formed to an equivalent of 10-gage.
Closer reinforcement shall be a minimum of 12-gage steel.
Door Silencers: Drill stops to receive three silencers on strike jambs
of single -swing frames.
All frames to have integral or welded -on sill anchors.
PART 3 - EXECUTION
INSPECTION
Installer must examine substrate and conditions under which steel
frames are to be installed and must notify Contractor in writing of any
conditions detrimental to proper and timely completion of work. Do not
r proceed with work until unsatisfactory conditions have been corrected
in manner acceptable to Installer.
INSTALLATION
General: Install standard steel frames, and accessories in accordance
with final shop drawings and manufacturer's data, and as herein
specified.
Placing Frames: Comply with provisions of SDI-105 "Recommended
Erection Instructions For Steel Frames," unless otherwise indicated.
Steel studs with wood blocking use wood stud anchors.
803B-93
! STEEL DOOR FRAMES 08112 - 3
STEEL DOOR FRAMES, CONT
Attach integral sill anchors to slab with power actuated concrete
fasteners. —
Fire -Rated Door Assemblies: Where fire -rated door assemblies are
indicated or required, provide fire -rated frame assemblies that comply with NFPA 80 "Standard for Fire Doors and Windows", and have been
tested, listed, and labeled in accordance with ASTM E 152 "Standard
Methods of Fire Tests of Door Assemblies" by a nationally recognized
independent testing and inspection agency acceptable to authorities
having jurisdiction.
ADJUST AND CLEAN
Prime Coat Touch-up: Immediately after erection, sand smooth any
rusted or damaged areas of prime coat and apply touch-up of compatible
air -drying primer.
803E-93 r
STEEL DOOR FRAMES 08112 -'4
SECTION 08410 - ALUMINUM STOREFRONTS
PART 1 - GENERAL
• RELATED DOCUMENTS
Drawings and general provisions' of Contract, including General and
Supplementary Conditions and Division 1 Specification Sections, apply
to this Section.
SUMMARY
This Section includes the following types of aluminum entrance and
storefront work:
Storefront -type framing system at Violations Clerks Counter.
SYSTEM PERFORMANCE REQUIREMENTS
General: Provide storefront assemblies that comply with performance
characteristics specified, as demonstrated by testing the
manufacturer's corresponding stock assemblies according to test methods
indicated.
SUBMITTALS
General: Submit the following in accordance with Conditions of the
Contract and Division 1 Specification Sections.
Product data for each aluminum storefront system required,
including:
Manufacturer's standard details and fabrication methods.
Data on finishing, hardware and accessories.
Shop drawings for each storefront system required, including:
Layout and installation details, including relationship to
adjacent work.
Elevations at 1/4-inch scale.
Detail sections of typical composite members.
Anchors and reinforcement.
Glazing details.
F QUALITY ASSURANCE
Installer Qualifications: Engage an experienced Installer who has
completed installations of aluminum storefront similar in design and
E; extent to those required for the project and whose work has resulted in
construction with a record of successful in-service performance.
`. Manufacturer's Qualifications: Provide aluminum storefront systems
produced by a firm experienced in manufacturing systems that are
similar to those indicated for this project and that have a record of
successful in-service performance.
803B-93
ALUMINUM STOREFRONTS
08410 1
ALUMINUM STOREFRONTS, CONT _
Single Source Responsibility: Obtain aluminum entrance and storefront
systems from one source and from a single manufacturer.
Design Criteria: The drawings indicate the size, profile, and
dimensional requirements of aluminum entrance and storefront work
required and are based on the specific types and models indicated.
Aluminum entrance and storefront by other manufacturers may be
considered, provided deviations in dimensions and profiles are minor
and do not change the design concept as judged by the Architect. The
burden of proof of equality is on the proposer.
DELIVERY, STORAGE, AND HANDLING
Deliver aluminum storefront components in the manufacturer's original
protective packaging.
Store aluminum components in a clean dry location away from uncured
masonry or concrete. Cover components with waterproof paper, tarpaulin
or polyethylene sheeting in a manner:to permit circulation of air.
Stack framing components in a manner that will prevent bending and
avoid significant or permanent damage.
PROJECT CONDITIONS
Field Measurements: Check openings by accurate field measurement
before fabrication. Show recorded measurements on shop drawings.
Coordinate fabrication schedule with construction progress to avoid
delay of the work.
Where necessary, proceed with fabrication without field
measurements, and coordinate fabrication tolerances to ensure proper
fit.
PART 2 - PRODUCTS
ACCEPTABLE MANUFACTURERS
Drawings are based on:
Kawneer 450 storefront framing
Available Manufacturers: Subject to compliance with requirements,
manufacturers offering products which may be incorporated in the work
include, but are not limited to, the following:
Amarlite Architectural Products.
Kawneer Company, Inc.
PPG Industries.
Tubelite Division of Indal, Inca
United States Aluminum Corp.
RA MLI D T a r C
Aluminum Members: Alloy and temper recommended by the manufacturer for
strength, corrosion resistance, and application of required finish; `-
comply with 6063-T5 ASTM B 221 for aluminum extrusions, ASTM B 209 for
aluminum sheet or plate, and ASTM B 211 for aluminum bars, rods and
803B-93
ALUMINUM STOREFRONTS
08410 2
r
ALUMINUM STOREFRONTS, CONT
r
wire.
Carbon steel reinforcement of aluminum framing members shall comply
with ASTM A 36 for structural shapes, plates and bars, ASTM A 611 for
cold rolled sheet and strip, or ASTM A 570 for hot rolled sheet and
strip.
Glass and Glazing Materials: Comply with requirements of 'Glass and
Glazing" section of these specifications.
Fasteners: Provide fasteners of aluminum, nonmagnetic stainless steel,
zinc plated steel, or other material warranted by the manufacturer to
be noncorrosive and compatible with aluminum components, hardware,
anchors and other components.
Reinforcement: Where fasteners screw -anchor into aluminum members
less than 0.125 inches thick, reinforce the interior with aluminum
or nonmagnetic stainless steel to receive screw threads, or provide
standard noncorrosive pressed -in splined grommet nuts.
Exposed Fasteners: Do not use exposed fasteners.
Brackets and Reinforcements: Provide high -strength aluminum
brackets and reinforcements; where use of aluminum is not feasible
provide nonmagnetic stainless steel or hot -dip galvanized steel
complying with ASTM A 123.
Clear Protective Coatings: AAMA 602.2, compounded specifically for
protection of aluminum finish during construction.
Compression Weatherstripping: Manufacturer's standard replaceable
compressible weatherstripping gaskets of molded neoprene complying
with ASTM D 2000 or molded PVC complying with ASTM D 2287.
HARDWARE
General: Refer to Division 8 Section "Finish Hardware" for
requirements for hardware items other than those indicated to be
provided by the aluminum entrance manufacturer.
COMPONENTS
General: Inside -outside matched resilient flush -glazed system,
fabricated for stick -type erection procedure with provision for glass
replacement.
Storefront Framing System: Provide storefront framing systems
fabricated from extruded aluminum members of size and profile
indicated. Provide Kawneer Trifab II 450 as required. Include
subframes and other reinforcing members. Provide for flush glazing
storefront from the exterior on all sides without projecting stops.
Shop -fabricate and preassemble frame components where possible.
Provide storefront frame sections without exposed seams.
Mullion Configurations: Provide
to receive resilient elastomeric
shall be one piece.
pockets at the inside glazing face
glazing. Mullions and horizontals
r 803B-93
ALUMINUM STOREFRONTS
08410 3
ALUMINUM STOREFRONTS, CONT
FABRICATION
General: Fabricate aluminum storefront components to designs, sizes
and thicknesses indicated and to comply with indicated standards.
Sizes and profile requirements are indicated on the drawings. Variable
dimensions are indicated, with maximum and minimum dimensions required,
to achieve design requirements and coordination with other work.
Prefabrication: Complete fabrication, assembly, finishing, hardware
application, and other work to the greatest extent possible before
shipment to the Project site. Disassemble components only as necessary
for shipment and installation.
Perform fabrication operations, including cutting, fitting, forming,
drilling and grinding of metal work to prevent damage to exposed —
finish surfaces. Complete these operations for hardware prior to
.application of finishes.
Do not drill and tap for surface -mounted hardware items'until time
of installation at project site.
Welding: Comply with AWS recommendations. Grind exposed welds smooth -
to remove weld spatter and welding oxides. Restore mechanical finish.
Welding behind finished surfaces shall be performed in such a manner _
as to minimize distortion and discoloration on the finished surface.
Sequence: Complete cutting,_fitting, forming, drilling, and grinding
of metal work prior to cleaning, finishing, surface treatment, and
application of finishes. Remove arises from cut edges and ease edges
and corners to radius of approximately 1/64".
Reinforcing: Install reinforcing as required for hardware and as
necessary for performance requirements, sag resistance and rigidity.
Dissimilar Metals: Separate dissimilar metals with bituminous paint,
or a suitable sealant, or a nonabsorptive plastic or elastomeric tape,
or a gasket between the surfaces. Do no use coatings containing lead.
Continuity: Maintain accurate relation of planes and angles with
hairline fit of contacting members.
Uniformity of Metal Finish: Abutting extruded aluminum members
shall not have an integral color or texture variation greater than
half the range indicated in the sample pair submittal.
Fasteners: Conceal fasteners wherever possible.
FINISHES
ALUMINUM FRAMES
Fabricate tubular and channel frame assemblies, as shown, with either
welded or mechanical joints in accordance with manufacturer's
standards, reinforced as necessary to support required loads.
General: Comply with NAAMM "Metal Finishes Manual" for recommendations
relative to application and designations of finishes.
803B-93
ALUMINUM STOREFRONTS
nAain c
F
ALUMINUM STOREFRONTS, CONT
F
Finish designations prefixed by -"AA" conform to the system established
by the Aluminum Association for designating aluminum finishes.
Class II Clear Anodized Finish: AA-M12C22A31 (Mechanical Finish: as
fabricated, nonspecular; Chemical Finish: etched, medium matte; Anodic
Coating: Class II Architectural, clear film thicker than. 0.4 mil).
PART 3 - EXECUTION
EXAMINATION
Examine substrates and supports, with the Installer present, for
compliance with requirements indicated, installation tolerances, and
other conditions that affect installation of aluminum entrances and
storefronts. Correct unsatisfactory conditions before proceeding with
the installation.
Do not proceed with installation until unsatisfactory conditions are
corrected.
INSTALLATION
Comply with manufacturer's instructions and recommendations for
installation.
Set units plumb, level, and true to line, without warp or rack of
framing members. Install components in proper alignment and relation
to established lines and grades indicated. Provide proper support and
anchor securely in place.
Construction Tolerances: Install aluminum storefront to comply with
the following tolerances:
Offset from Alignment: The maximum offset from true alignment
between two identical members abutting end to end in line shall not
exceed 1/16 inch.
Diagonal Measurements: The maximum difference in diagonal
measurements shall not exceed 1/8 inch.
Offset at Corners: The maximum out -of -plane offset of framing at
corners shall not exceed 1/32 inch.
Refer to "Glass and Glazing" Section of Division 8 for installation of
glass and other panels indicated to be glazed into doors and framing,
and not preglazed by manufacturer.
CLEANING
Clean the completed system, inside and out, promptly after
installation, exercising care to avoid damage to coatings.
Clean glass surfaces after installation, complying with requirements
contained in the "Glass and Glazing" Section for cleaning and
maintenance. Remove excess glazing and sealant compounds, dirt and
other substances from aluminum surfaces.
PROTECTION
803B-93
ALUMINUM STOREFRONTS
08410 5
ALUMINUM STOREFRONTS, CONT
Institute protective measures required throughout the remainder of the
construction period to ensure that aluminum entrances and storefronts
will be without damage or deterioration, other than normal weathering,
at time of acceptance.
803B-93
ALUMINUM STOREFRONTS
nAAin r.
r SECTION 08710-DOOR HARDWARE
1 PART 1
RELATED DOCUMENTS
Drawings and general provisions of Contract, including General and
9 9 P 9
Supplementary Conditions and Division 1 Specification Sections, apply
to this Section.
SUMMARY
This Section includes items known commercially as finish or door
hardware that are required for swing, sliding, and folding doors,
except special types of unique hardware specified in the same sections
as the doors and door frames on which they are installed.
This Section includes the following:
Hinges.
Lock and latch sets.
Closers.
Miscellaneous door control devices
Door Trim units.
Protection plates.
Related Sections: The following Sections contain requirements that
relate to this Section:
Division 6 Section "Interior Architectural Woodwork" for cabinet
hardware.
Division 8 Section "Standard Steel Doors and Frames" for silencers
integral with hollow metal frames.
F SUBMITTALS
�g
General: Submit the following in accordance with Conditions of
5
Contract and Division 1 Specification sections.
Product data including manufacturers' technical product data for each
item of door hardware, installation instructions, maintenance of
operating parts and finish, and other information necessary to show
compliance with requirements.
Final hardware schedule coordinated with doors, frames, and related
work to ensure proper size, thickness, hand, function, and finish or
door hardware. Submit final hardware schedule in manner indicated
below. Provide one copy of schedule with cut sheets and product
information of all items listed in the schedule. Hardware schedules
are intended for coordination of Work. Provide same opening numbers or
item numbers as listed in the construction documents for all schedules.
Final Hardware Schedule Content: Based on hardware indicated,
organize schedule into "hardware sets" indicating complete
r designations of every item required for each door or opening.
Include the following information:
�- Type, style, function, size, and finish of each hardware item.
Name and manufacturer of each item.
r 803E-93
DOOR HARDWARE 08710 - 1
DOOR HARDWARE, CONT
Fastenings and other pertinent information.
Location of each hardware set cross referenced to indications on
Drawings both on floor plans and in door and 'frame schedule.
Explanations of all abbreviations, symbols, and codes contained
in schedule.
Mounting locations for hardware.
Door and frame sizes and materials.
Keying information.
Submittal Sequence: Submit final schedule at earliest possible date
particularly where acceptance of hardware schedule must precede
fabrication of other work that is critical in the Project
construction schedule. Include with schedule the product date,
samples, shop drawings of other work affected by door hardware, and
other information essential to the coordinated review of schedule.
Keying Sequence: Submit separate detailed schedule indicating
clearly how the Owner's final instructions on keying of locks has
been fulfilled.
Templates for doors, frames, and other work specified to be factory
prepared for the installation of door hardware. Check shop drawings of
other work to confirm that adequate provisions are made for locating
and installing door hardware to comply with indicated requirements.
QUALITY ASSURANCE
Single Source Responsibility: Obtain each type of hardware (latch and
lock sets,.hinges, closers,,etc.) from a single manufacturer.
Supplier Qualifications: A recognized architectural door hardware
supplier, with warehousing facilities in the Project's vicinity, that
has a record of successful in-service performance for supplying door
hardware similar in quantity, type and quality to that indicated for
this Project and that employs an experienced architectural hardware
consultant (AHC) who is available to Owner, Architect, and Contractor,
,at reasonable times during the course of the'Work, for consultation.
Require supplier to meet with Owner to finalize keying requirements
and to obtain final instructions in writing.
PRODUCT HANDLING
Tag each item or package separately with identification related to
final hardware schedule, and include -basic installation instructions
with each item or package:
Packaging of door hardware is responsibility of supplier. As material
is received by hardware supplier from various manufacturers, sort and
repackage in containers clearly marked with appropriate hardware set
number to match set numbers of approved hardware schedule. Two or more
identical sets may be packed in same container.
803B-93
DOOR HARDWARE 08710 - 2
F
DOOR HARDWARE, CONT
F
Inventory door hardware jointly ,with representatives of hardware
supplier and.hardware installer until each is satisfied that count is
correct.
Deliver individually packaged door hardware items promptly to place of
installation (shop or Project site).
MAINTENANCE
Maintenance Tools and Instructions: Furnish a complete set of
specialized tools and maintenance instructions as needed for Owner's
continued adjustment, maintenance, and removal and replacement of door
hardware.
PART 2 - PRODUCTS
SCHEDULED HARDWARE
Requirements for design, grade, function, finish, size, and other
distinctive qualities of each type of finish hardware: are indicated in
the "Hardware Schedule" at the end of this Section. Products are
identified by using hardware designation numbers of the following:
Manufacturer's Product Designations: The product designation and
name of one manufacturer are listed for each hardware type required
for the purpose of establishing minimum requirements. Provide
either the product designated or, where more than one manufacturer
r' is specified under the Article "Manufacturers" in Part 2 for each
hardware type, the comparable product of one of the other
manufacturers that complies with requirements.
MATERIALS AND FABRICATION
Hand of Door: The drawings show the direction of slide, swing or hand
of each door leaf. Furnish each item of hardware for proper
installation and operation of the door movement as shown.
r Manufacturer's Name Plate: Do not use manufacturers' products that
have manufacturer's name or trade name displayed in a visible location
(omit removable nameplates) except in conjunction with required fire -
rated labels and as otherwise acceptable to Architect..
Manufacturer's identification will be permitted on rim of lock
cylinders only.
Base Metals: Produce hardware units of basic metal and forming method
indicated using manufacturer's standard metal alloy, composition,
�.. temper, and hardness, but in no case of lesser (commercially
recognized) quality than specified for applicable hardware units for
finish designations indicated.
rFasteners: Provide hardware manufactured to conform to published
templates, generally prepared for machine screw installation. Do not
provide hardware that has been prepared for self -tapping sheet metal
r screws, except as specifically indicated.
l
a
803E-93
DOOR HARDWARE 08710 - 3
DOOR HARDWARE, CONT
Furnish screws for installation with each. hardware item.. Provide
Phillips flat -head screws. except. as otherwise indicated. Finish
exposed (exposed under any condition) screws to match hardware finish
or, if exposed in surfaces of other work, to match finish of this other
work as closely as possible including "prepared for paint' surfaces to —
receive painted finish.
HINGES AND BUTTS
Templates: Except for hinges to be installed entirely (both leaves)
into wood doors and frames, provide only template -produced units.
Screws: Provide Phillips flat -head screws complying with the following
requirements:
For metal frames install machine screws into drilled and tapped
holes.
For wood doors and frames install wood screws.
For fire -rated wood doors install#12 x 1-1/4-inch, threaded -to -the -
head steel wood screws.
Finish screw heads to match surface of hinges.
Hinge Pins: Except as otherwise indicated, provide hinge pins as
follows:
Out -Swing Corridor Doors with Locks:. Nonremovable pins.
Interior Doors: Nonrising pins.
Tips: Flat button and matching plug, finish to match leaves, except
where hospital tip (HT) indicated.
Number of Hinges: Provide number of hinges indicated but not less than
3 hinges per door leaf for doors 90 inches or less in height and one
additional hinge for each 30 inches of additional height.
LOCK CYLINDERS AND KEYING
Review the keying system with the Owner and provide the type required .-
(master, grandmaster or great -grandmaster), either new or integrated
with Owner's existing system.
Deliver keys to Owner.
LOCKS, LATCHES, AND BOLTS
Strikes: Provide manufacturer's standard wrought box strike for each
latch or lock bolt, with curved lip extended to protect frame, finished
to match hardware set, unless otherwise indicated. ti
Provide flat lip strikes for locks with 3-piece, antifriction
latchbolts as recommended by manufacturer.
803B-93
DOOR HARDWARE 08710 - 4
DOOR HARDWARE, CONT
F
F
Lock Throw: Provide 1/2-inch minimum throw of latch for other bored
and preassembled types of locks And 3/4,inch minimum throw of latch for
mortise locks. Provide 1-inch minimum throw for all dead bolts.
CLOSERS AND DOOR CONTROL DEVICES
Size of Units: Except as otherwise specifically indicated, comply with
the manufacturer's recommendations for size of door control unit
depending on size of door, exposure to weather, and anticipated
frequency of use.
Access -Free Manual Closers: Where manual closers are indicated for
doors required to be accessible to the physically handicapped, provide
adjustable units complying with ANSI A117.1 provisions for door opening
force and delayed action closing.
DOOR TRIM UNITS
Fasteners: Provide manufacturer's standard exposed fasteners for door
trim units consisting of either machine screws or self -tapping screws.
r,. Fabricate protection plates not more than 1-1/2 inches less than door
width on hinge side and not more than 1/2 inch less than door width on
pull side by height indicated.
r` Metal Plates: Stainless steel, 0.050 inch (U.S. 18-gage).
HARDWARE FINISHES
Match items to the manufacturer's standard color and texture finish for
the latch and lock sets (or push-pull units if no latch or lock sets).
Provide finishes that match those established by BHMA or, if none
established, match the existing hardware finish in the building.
Provide quality of finish, including thickness of plating or coating
(if any), composition, hardness, and other qualities complying with
manufacturer's standards, but ion no case less than specified by
referenced standards for the applicable units of hardware.
Provide protective lacquer coating on all exposed hardware finishes of
brass, bronze, and aluminum, except as otherwise indicated. The suffix
"-NL" is used with standard finish designations to indicate 'no
lacquer."
The designations used in schedules and elsewhere to indicate hardware
finishes are the industry -recognized standard commercial finishes,
except as otherwise noted.
PART 3 - EXECUTION
! INSTALLATION
t.
Mount hardware units at heights indicated in following applicable
publications, except as specifically indicated or required to comply
with governing regulations and except as otherwise directed by
Architect.
803B-93
DOOR HARDWARE 08710 - 5
DOOR HARDWARE, CONT
"Recommended Locations for Builders Hardware for Standard Steel
Doors and Frames" by the Door and Hardware Institute. —
NWWDA Industry Standard I.S.1.7, "Hardware Locations for Wood Flush
Doors."
Install each -hardware item, in compliance with the manufacturer's
instructions and recommendations. Where cutting and fitting is
required to install hardware onto or into surfaces that are later to be
painted or finished in another way, coordinate removal, storage, and
reinstallation or application of surface protection with finishing work —
specified in the Division 9 Sections. Do not install surface -mounted
items until finishes have been completed on the substrates involved.
Set units level, plumb, and true to line and location. Adjust and
reinforce the attachment substrate as necessary for proper installation
and operation.
Drill and countersink units that are not factory prepared for anchorage
fasteners. Space fasteners and anchors in accordance with industry
standards.
ADJUSTING, CLEANING, AND DEMONSTRATING
Adjust and check each operating item of hardware and each door to
ensure proper operation or function of every unit. Replace units that
cannot be adjusted to operate freely and smoothly or as 'intended for
the application made.
Where door hardware is installed more than one, month prior to
acceptance or occupancy of a space or area, return to the —
installation during the week prior to acceptance or occupancy and
make final check and adjustment of all hardware items in such space
or area. Clean operating items as necessary to restore proper _
function and finish of hardware and doors._ Adjust door control
devices to compensate for final operation of heating and ventilating
equipment.
Clean adjacent surfaces soiled by hardware installation.
803B-93
DOOR HARDWARE 08710 6
DOOR HARDWARE, CONT
HARDWARE SCHEDULE
C1)
DOORS 01, 02, 03, 04,
05, 06, 01, 09, 10, 11, 12, 13
ALL EXISTING DOORS WITH
HARDWARE TO REMAIN.
2)
DOORS 14 & 16
2/0 x 7/0 x 1-3/4 WD. DR.
& WD. FRAME
�.,
EXISTING DOOR AND FRAME
TO BE REDUCED IN SIZE AND
RELOCATED WITH
EXISTING HARDWARE.
3)
DOOR 15 & 18 — EXISTING
3/OX 7/0 X 1-3/4 WD. DR.
& FRAME
� +
f
EXISTING DOOR & FRAME
TO BE RELOCATED WITH EXISTING
HARDWARE.
4)
DOOR 17 — EXISTING
3/0 X 7/0 X 1-3/4 WD. DR.
& NEW HM. FRAME
t
EXISTING DOOR TO BE
RELOCATED _ WITH EXISTING HARDWARE
SUPPLEMENTED
C1
BY:
CLOSER — CORBIN 292
SBL
1 KICKPLATE — TRIMCO
1025 34 X 10
US26D
f
1 KEYLESS ENTRY — ESSEX
— TEC KE125
STD
5)
DOOR 19 — EXISTING
3/0 X 7/0 X 1-3/4 WD. DR.
& NEW HM. FRAME
!
EXISTING DOOR TO BE
RELOCATED WITH EXISTING HARDWARE
SUPPLEMENTED
BY:
1 CLOSER — CORBIN 292
SBL
a
1 WALL STOP — TRIMCO
1274CS
US26D
1 KICKPLATE — TRIMCO
1025 34 X 10
US26D
r
t
6)
CABINET HARDWARE IS
SPECIFIED IN 'FINISH CARPENTRY
AND MILLWORK',
SECTION 06300.
r
7)
COAT HOOKS — PROVIDE
SIX (6) IVES 571 COAT HOOKS FOR
INSTALLATION IN
CLOSETS 110 AND 112.
803B-93
DOOR HARDWARE 08710 — 7
r
SECTION 08800 - GLAZING
PART 1 - GENERAL
RELATED DOCUMENTS
Drawings and general provisions of the Contract, including General and
Supplementary Conditions and Division 1 Specification Sections, apply
to this Section.
SUMMARY
This Section includes glazing for the following products, including
those specified in other Sections where glazing requirements are
specified by reference in this Section:
Storefront construction.
Related Sections: The following sections contain requirements that
relate to this Section.
Division 8 Section "Aluminum Storefronts" for aluminum tube framing.
DEFINITIONS
Manufacturer is used in this Section to refer to a firm that produces
primary glass or fabricated glass as defined in the referenced glazing
standard.
SYSTEM PERFORMANCE REQUIREMENTS
General: Provide glazing systems that are produced, fabricated, and
installed to withstand normal thermal movement, wind loading, and
impact loading (where applicable), without failure including loss or
glass breakage attributable to the following: Defective manufacture,
fabrication, and installation; failure of sealants or gaskets to remain
watertight and airtight; deterioration of glazing materials; and other
defects in construction.
Glass Design: Glass thicknesses indicated on Drawings are for
detailing only. Confirm glass thicknesses by analyzing Project loads
and in-service conditions. Provide glass lites for the various size
openings in the thicknesses and strengths (annealed or heat -treated) to
meet or exceed the following criteria:
Minimum glass thickness, nominally, of lites in exterior walls is
5.0 mm (0.1875.inch).
SUBMITTALS
General: Submit the following according to Conditions of Contract and
Division 1 Specification Sections.
Product data for each glass product and glazing material indicated.
Product certificates signed by glazing materials manufacturer's
certifying that their products comply with specified requirements.
Separate certifications are not required for glazing materials
bearing manufacturer's permanent labels designating type and
thickness of glass, provided labels represent a quality control
803B-93
f GLAZING 08800 - 1
GLAZING, CONT
program of a recognized certification agency or independent testing
agency acceptable to authorities having jurisdiction.
Product test reports for each type of glazing sealant and gasket
indicated, evidencing compliance with requirements specified.
Maintenance date for glass and other glazing materials to include in
Operating and Maintenance Manual specified in Division 1.
QUALITY ASSURANCE
Glazing Publications: Comply with published recommendations of glass --
product manufacturers and organizations below, except where more
stringent requirements are indicated. Refer to these publications for
glazing terms not otherwise defined in this Section or in referenced
standards.
SIGMA Publications: TM-3000 "Vertical Glazing Guidelines".
Glazier Qualifications: Engage an experienced glazier who has
completed glazing similar in material, design, and extent to that
indicated for Project with a record of successful in-service
performance.
Single -Source Responsibility for Glass: Obtain glass from one source _
for each product indicated below:
Primary glass of each (ASTM C 1036) type and class indicated.
Single -Source Responsibility for Glazing Accessories: Obtain glazing
accessories from one source for each product and installation method
indicated.
DELIVERY, STORAGE, AND HANDLING
Protect glazing materials to comply with manufacturer's directions and
as needed to prevent damage to glass and glazing materials from
condensation, temperature changes, -direct exposure to sun, or other
causes.
PROJECT CONDITIONS
Environmental Conditions: Do not proceed with glazing when ambient and
substrate temperature conditions are outside the limits permitted by
glazing materials manufacturer or when glazing channel substrates are
wet from rain, frost, condensation, or other causes.
WARRANTY
General: Warranties specified in this Article shall not deprive the
Owner of other rights the Owner may have under other provisions of the
contract Documents and will be in addition to and run concurrent with
other warranties made by the Contractor under requirements of the
Contract Documents.
803B-93
GLAZING. 08800 - 2
r GLAZING, CONT
i.
PART 2 - PRODUCTS
MANUFACTURERS
Available Products: Subject to compliance with requirements, products
k that may be incorporated in the Work include, but are not limited to,
the products specified.
PRIMARY FLOAT GLASS PRODUCTS
Float Glass: ASTM C 1036, Type I (transparent glass, flat), class as
indicated below, and Quality q3 (glazing select).
Class I (clear) unless otherwise indicated.
WIRED GLASS
Wired Glass: ASTM C 1036, Type II (patterned and wired glass, flat),
Class 1 (clear), Quality q8 (glazing); 6-mm (0.23-inch) thick; of form
and mesh pattern indicated below:
Polished Wired Glass: Form 1 (wired, polished both sides), and as
follows:
Mesh m2 (square).
Available Manufacturers: Subject to compliance with requirements,
manufacturers offering wired glass products that may be incorporated in
the Work include, but are not limited to, the following companies.
Polished Wired Glass:
Ashai Glass Co.
Central Glass Co., Ltd.
Nippon Sheet Glass Ltd.
Pilkington Sales (North America) Ltd.
GLAZING GASKETS
Soft Compression Gaskets: Extruded or molded closed -cell, integral -
skinned gaskets of material indicated below, complying with ASTM C 509,
Type II, black, and of profile and hardness required to maintain
watertight seal:
Elastomeric.
MISCELLANEOUS GLAZING MATERIALS
General: Provide products of material, size, and shape complying with
referenced glazing standard, requirements of manufacturers of glass and
other glazing materials involved for glazing application indicated, and
with a proven record of compatibility with surfaces contacted in
installation.
r Cleaners, Primers and Sealers:
manufacturer.
Type recommended by sealant or gasket
803B-93
GLAZING
08800 - 3
GLAZING, CONT
Setting Blocks: Elastomeric material with a Shore A durometer hardness
of 85 plus or minus 5.
Spacers: Elastomeric blocks or continuous extrusions with a Shore A
durometer hardness required by glass manufacturer to maintain glass
lites in place for installation indicated.
Edge Blocks: Elastomeric material of hardness needed to limit glass
lateral movement (side -walking).
FABRICATION OF GLASS AND OTHER GLAZING PRODUCTS
Fabricate glass and other glazing products in sizes ,required to glaze
openings indicated for Project, with edge and face clearances, edge and
surface conditions, and bite complying with recommendations of product
manufacturer and referenced glazing standard as required to comply with
system performance requirements.
PART 3 - EXECUTION
EXAMINATION
Examine glass'framing, with glazier present, for compliance with the
following:
Manufacturing and installation tolerances, including those for size,
squareness, offsets at corners.
Presence and functioning of weep system.
Minimum required face or edge clearances.
Effective sealing between joints of glass -framing members.
Do not proceed with glazing until unsatisfactory conditions have been
corrected.
PREPARATION
Clean glazing channels and other framing members receiving glass
immediately before glazing Remove coatings that are not firmly bonded
to substrates.
GLAZING, GENERAL
Comply with combined recommendations of manufacturers of glass,
sealants, gaskets, and other glazing materials, except where more
stringent requirements are indicated,including those in referenced
glazing publications.
Glazing channel dimensions as indicated on Drawings provide necessary
bite on glass, minimum:edge and face clearances, and adequate sealant
thicknesses, with reasonable tolerances. Adjust as required by Project
conditions during installation.
Protect glass from edge damage -during handling and installation as
follows:
803B-93
GLAZING 08800 4
GLAZING, CONT
Use a rolling block in rotating glass units to prevent damage to
glass corners. Do not impact 'glass with metal framing. Use suction
cups to shift glass units within openings; do not raise or drift
glass with a pry bar, Rotate glass lites with flares or bevels on
bottom horizontal edges so edges are located at top of opening,
unless otherwise indicated by manufacturer's label.
Remove damaged glass from Project site and legally dispose of off
site. Damaged glass is glass with edge
damage or other
f
imperfections that, when installed,
weaken
glass and impair
performance and appearance.
r
Apply primers to joint surfaces where
required
for adhesion of
sealants, as determined by preconstruction
sealant -substrate
testing.
Install elastomeric setting blocks in sill
rabbets,
sized and located
to comply with referenced glazing standard,
unless
otherwise required
by glass manufacturer. Set blocks in this
course of
compatible sealant
suitable for heel bead.
Do not exceed edge pressures stipulated
by glass
manufacturers for
r..
installing glass lites.
Provide spacers for glass sizes larger than 50 united inches (length
plus height) as follows:
Locate spacers inside, outside, and directly opposite each other.
Install correct size and spacing to preserve required face
clearances, except where gaskets and glazing tapes are used that
have demonstrated ability to maintain required face clearances and
comply with system performance requirements.
Provide 1/8-inch minimum bite of spacers on glass and use thickness
equal to sealant width. With glazing tape, use thickness slightly
less than final compressed thickness of tape.
r
Provide edge blocking to comply with requirements of referenced glazing
publications, unless otherwise required by glass manufacturer.
Set glass lites in each series with uniform pattern, draw, bow, and
similar characteristics.
GASKET GLAZING (DRY)
Fabricate compression gaskets in lengths recommended by gasket
manufacturer to fit openings exactly, with stretch allowance during
installation.
Secure compression gaskets in place with joints located at corners to
compress gaskets producing a weathertight seal without developing
bending stresses in glass. Seal gasket joints with sealant recommended
by gasket manufacturer.
Install gaskets so they protrude past face of glazing stops.
PROTECTION AND CLEANING
i
803B-93
GLAZING 08800 - 5
GLAZING, CONT
Protect glass from breakage immediately after installation by attaching
crossed streamers. to framing- held away from glass. Do not apply -
markers to glass surface. Remove nonpermanent labels, and clean
surfaces.
Protect glass from contact with contaminating substances resulting from
construction operations including weld splatter. If, despite such
protection,contaminating substances do come into contact with glass,
remove them immediately as recommended by glass manufacturer.
Examine glass surfaces adjacent to or below exterior concrete and other
masonry surfaces at frequent intervals during construction, but not —
less than once a month, for build-up of dirt, scum, alkali deposits, or
stains, and remove as recommended by glass manufacturer.
Remove and replace glass that is broken, chipped, cracked, abraded, or
damaged in any way, including natural causes, accidents and vandalism,
during construction period.
Wash glass on both faces in each area of Project not more than 4 days
prior to date scheduled for inspections that establish date of
Substantial Completion. Wash glass as recommended by glass
manufacturer.
803B- 93
GLAZING 08800 - 6
SECTION 09200 - LATH AND PLASTER
4 -r
PART 1 - GENERAL
RELATED DOCUMENTS
Drawings and general provisions of Contract, including General and
9 9
Supplementary Conditions and Division 1 Specification sections, apply
! to work of this section.
DESCRIPTION OF WORK
17
Types of work includes:
Gypsum plastering.
Patching and refinishing walls as noted to match existing sand
finish at painted walls.
QUALITY ASSURANCE
r Single Source Responsibility: Obtain gypsum lath and gypsum plaster
i from a single manufacturer.
DELIVERY, STORAGE, AND HANDLING
Deliver materials in original packages, containers or bundles bearing
brand name and identification of manufacturer.
Store materials inside, under cover and in manner to keep them dry,
protected from weather, direct sunlight, surface contamination, aging,
corrosion, and damage from construction traffic and other causes.
Neatly stack gypsum sheathing flat to prevent deformation.
PROJECT CONDITIONS
Environmental Requirements, General: Comply with requirements of
referenced plaster application standards and recommendations of plaster
manufacturer for environmental conditions before, during, and after
application of plaster.
Ventilation: Ventilate building spaces as required to remove water in
excess of that required for hydration of plaster. Begin ventilation
immediately after plaster is applied and continue until it sets.
Protect contiguous work and existing finishes from soiling, spattering,
f moisture deterioration and other harmful effects which might result
from plastering.
PART 2 - PRODUCTS
ACCEPTABLE MANUFACTURERS
Manufacturer: Subject to compliance with requirements, provide
products of one of the following:
Manufacturers of Expanded Metal Lath:
Gold Bond Building Products Div., National Gypsum Co.
United.States Gypsum Co.
MASTER
LATH AND PLASTER 09200 - 1
LATH AND PLASTER, CONT.
Manufacturers of Accessories:
Fry Reglet Corp.
Gold Bond Building Products Div., National Gypsum Co.
Milcor Division; Inryco, Inc.
United States Gypsum Co.
Manufacturers of Gypsum Sheathing and Plasters:
Gold Bond Building Products Div., National Gypsum Co.
United States Gypsum Co.
LATH
Expanded Metal Lath: Fabricate expanded metal lath from uncoated or
zinc -coated (galvanized) steel sheet to produce lath complying with
ASTM C 847 for type, configuration and other characteristics indicated
below, with uncoated steel sheet painted after fabrication into lath.
Diamond Mesh Lath: Comply with the following requirements:
Configuration: Self -furring.
Weight: 3.4 lbs. per sq. yd.
GYPSUM PLASTER MATERIALS
Base Coat Plasters: ASTM C 28, types as indicated below:
Gypsum neat plaster.
High strength gypsum neat plaster with a minimum average dry
compressive strength of 2,800 psi per ASTM C 472 for a mix of 100
lbs. plaster and 2 cu. ft. of sand.
Finish Coat Plasters: Types as indicated below:
High -strength gypsum gauging plaster, ASTM C 28, with a minimum
average dry compressive strength of 5,000'psi per ASTM C 472 for a
neat mix.
Finishing Hydrated Limes: ASTM C 206, type as indicated below:
Type S: Special hydrated lime for finishing purposes.
Aggregates for Base Coat Plasters: ASTM C 35, types as indicated
below:
Sand aggregate, unless otherwise indicated.
Aggregates for Finish Coat Plaster with Floated Finish: ASTM C 35;
graded per ASTM C 842, type as indicated below.
Sand aggregate or as required to match existing finish.
Products: Subject to compliance with requirements, provide one of the
following:
MASTER
LATH AND PLASTER 09200 - 2
LATH AND PLASTER, CONT
Gypsum Ready --Mix Base Coat Plasters:
Structo-Lite: United States Gypsum Co.
Gypsum Gauging Plaster:
Champion Gauging Plaster; United States Gypsum Co.
Finishing Hydrated Limes, Type S
Ivory Finish Lime; United States Gypsum Co.
Snowdrift Finish Lime; United States Gypsum Co.
MISCELLANEOUS MATERIALS
Aggregate for Finish Coats: ASTM C 897 and as indicated below.
Manufactured or natural sand, white in color.
Water for Mixing and Finishing Plaster: Drinkable, free of substances
capable of affecting plaster set or of damaging plaster, lath or
accessories.
GYPSUM PLASTER MIXES AND COMPOSITIONS
Plaster Base Coat Compositions: Comply with ASTM C 842 _and
manufacturer's directions for gypsum plaster base coat proportions
which correspond to application methods and plaster bases indicated
below:
Three -Coat Work Over Unit Masonry: Base coats as indicated below:
Scratch Coat: Gypsum neat plaster with job -mixed sand.
Brown Coat: Gypsum neat plaster with job -mixed sand.
Finish Coats: Proportion materials in parts by dry weight for finish
coats to comply with the following requirements for each type of finish
coat and texture indicated.
Sand Float Finishe to match existing walls: Finish coat as
indicated below:
Gypsum Gauging Plaster: Proportion as indicated below:
1 part plaster and 2 parts lime.
MIXING
Mechanically mix cementitious and aggregate materials for plasters to
comply with applicable referenced application standard and with
recommendations of plaster manufacturer.
PART 3 - EXECUTION
�r CUTTING AND PATCHING
Cut, patch, point -up and repair plaster as necessary to accommodate
other work and to restore cracks, dents and imperfections. Repair or
MASTER
LATH AND PLASTER 0000 - 3
LATH AND PLASTER, CONT
replace work to eliminate blisters, buckles, excessive crazing and
check cracking, dry -outs, efflorescence, sweat -outs and similar —
defects, and where bond to the substrate has failed. Remove loose
plaster in straight line cuts and areas and replace as specified under
gypsum plaster.
INSTALLATION OF LATHING AND FURRING, GENERAL
METAL LATHING
Install expanded metal lath for the following applications where
plaster base coats are required. Provide appropriate type, _
configuration and weight of metal lath selected from materials
indicated which comply with referenced lathing installation standards.
Provide 1/2" laps at sides and l" at end laps.
Directly to concrete or masonry nail self -furring diamond mesh where
drawing show direct plaster application.
PLASTER APPLICATION, GENERAL ~
Remove loose or damaged plaster down to masonry wall or solid base coat
as required.
Prepare monolithic surfaces for bonded base coats and use -bonding
compound or agent to comply with requirements of referenced plaster —
appl'ication'standards for conditioning of monolithic surfaces.
Tolerances:Do not deviate more than 1/8" in 10'-0" from a true plane
in finished plaster surfaces, as measured by a 10'-0" straightedge
placed at any location on surface.
Sequence plaster application with the installation and protection of
other work, so that neither will be damaged by the installation of the
other.
Apply thicknesses and number of coats. of plaster as indicated; or as
required by referenced standards.
GYPSUM PLASTER APPLICATION
Interior Gypsum Plaster Application Standard: Apply gypsum plaster
materials, composition, mixes, and finishes indicated to comply with
ASTM C 842.
Number of Coats: Apply gypsum plaster, of composition indicated, to ^-
comply with the following requirements.
Use three -coat work or as required over the following plaster bases:
Metal lath on masonry.
Finish Coats: Apply finish coats to comply with the following --
requirements:
Sand floated finish for gypsum finish coats of type and where �.
indicated; match existing surface finish.
MASTER
LATH AND PLASTER 09200 4
LATH AND PLASTER, CONT
CLEANING AND PROTECTION
Remove temporary protection and enclosure of other work.
Promptly
remove plaster from door frames, windows, and other surfaces
which are
not to be plastered. Repair floors, walls and other surfaces
which
have been stained, marred or otherwise damaged during the
plastering
work. When plastering work is completed, remove unused
materials,
containers and equipment and clean floors of plaster debris.
rProvide
final protection and maintain conditions, in a manner
suitable
to Installer, which ensures plaster work being without
damage or
deterioration at time of substantial completion.
r
E
}
d
4
Fltl�
Y
x°
r
c.
o,
MASTER
LATH AND PLASTER
09200 - 5
SECTION 09255 - GYPSUM BOARD ASSEMBLIES
PART 1 - GENERAL
RELATED DOCUMENTS Drawings and general provisions of Contract, including General and
Supplementary Conditions and Division-1 Specification sections, apply
r to work of this section.
SUMMARY
This Section includes the following:
Gypsum board assemblies attached to wood framing and furring
members.
Related Sections: The following Sections contain requirements that
relate to this Section:
Division 6 Section "Rough Carpentry" for the following.
Wood framing and furring.
DEFINITIONS
Gypsum Board Construction Terminology: Refer to ASTM C 11 and GA-505
for definitions of terms related to gypsum board assemblies not defined
in this Section or in other referenced standards.
ASSEMBLY PERFORMANCE REQUIREMENTS
Sound Transmission Characteristics: For gypsum board assemblies
indicated to have STC ratings, provide materials and construction
identical to those of assemblies whose STC ratings were determined per
ASTM E 90 and classified per ASTM E 413 by a qualified independent
testing agency.
SUBMITTALS
General: Submit the following according to Conditions of the Contract
and Division 1 Specification Sections.
Product data for each type of product specified.
Product certificates signed by manufacturers of gypsum board assembly
components certifying that their products comply with specified
requirements.
QUALITY ASSURANCE
Fire -Test -Response Characteristics: Where fire -rated gypsum board
assemblies are indicated, provide materials and construction identical
to those of assemblies tested for fire resistance per ASTM E 119 by an
independent testing and inspecting agency acceptable to authorities
having jurisdiction.
Single -Source Responsibility: Obtain gypsum board steel framing
members and products from a single manufacturer, or from manufacturers
recommended by the prime manufacturer of gypsum boards.
803B-93
c GYPSUM BOARD ASSEMBLIES 09255 - 1
GYPSUM BOARD ASSEMBLIES, CONT
DELIVERY. STORAGE AND HANDLING
Deliver materials in original packages, container or bundles bearing
brand name and identification of manufacturer or supplier.
Store materials inside under cover and in manner to keep them dry,
protected from weather, direct sunlight, surface contamination,
corrosion and damage from construction traffic and other causes.
Neatly stack gypsum boards flat to prevent sagging.
Handle gypsum boards to prevent damage to edges, ends or surfaces.
Protect metal corner beads and trim from being bent or damaged.
PROJECT CONDITIONS
Environmental Requirements, General: Comply with requirements of
referenced gypsum board application standards, ASTM C 840 and
recommendations of gypsum board manufacturer, for environmental
conditions before, during and after application of gypsum board.
PART 2 - PRODUCTS
MANUFACTURERS
Manufacturer: Subject to compliance with requirements, provide
products of one of the following:
Gypsum Board and Related Products:
Domtar Gypsum
Gold Bond Building Products Div., National Gypsum Co.
United States Gypsum Co.
GYPSUM BOARD PRODUCTS
Gypsum Wallboard ASTM C 36, of types, edge configuration and thickness
indicated; in maximum lengths available to minimize end- to -end butt
joints. (8'-x 4' for ceiling 8'-0" and lower, 9' x 4' for ceilings
9'-0" and lower, 10' x 4' for ceiling 10'-0" or lower).
Type: Type X
Edges: Tapered
Thickness: 5/8 inch where indicated.
Products: Subject to compliance with requirements, provide one of
the following products where proprietary gypsum wallboard is
indicated.
Fire -Shield G, Gold Bond Building Products Div., National Gypsum
Co.
SHEETROCR Brand Gypsum Panels, FIRECODE C Core, United States
Gypsum Co.
Prefinished Gypsum Wall Board ASTM C36, with 5 to 8 mil unbacked vinyl
film. Flame spread of 25 or less. Panel heights•to match ceiling
heights with no end butt joints.
r
803E-93
GYPSUM BOARD ASSEMBLIES 09255 2
GYPSUM BOARD ASSEMBLIES, CONT
Range: A, B, or C
Edge: Beveled
Thickness: 5/8" Type X.
TRIM ACCESSORIES
Accessories for Interior Installation: Corner beads, edge trim, and
control joints complying with ASTM C 1047 and requirements indicated
below:
Material: Formed metal, plastic, or metal combined with paper, with
metal complying with the following requirement:
Sheet steel zinc -coated by hot -dip process.
Sheet steel coated with zinc by hot -dip or electrolytic
processes, or with aluminum or rolled zinc.
Shapes indicated below by reference to Fig. 1 designations in ASTM C
1047:
Cornerbead on outside corners, unless otherwise indicated.
LC -bead with both face and aback flanges; face flange formed to
receive joint compound. Use LC -beads for edge trim unless
otherwise indicated.
L-bead with face flange only; face flange formed to receive joint
compound. Use L-bead where indicated.
U-bead with face and back flanges; face flange formed to be left
without application of joint compound. Use U-bead where
indicated.
One-piece control joint formed with V-shaped slot, with removable
strip covering slot opening.
Provide vinyl faced trim to match finish on wall board where
prefinished gypsum board is specified.
MISCELLANEOUS MATERIALS
General: Provide auxiliary materials for gypsum drywall work of the
type and grade recommended by the manufacturer of the gypsum board.
Vapor Barrier: See Section 7200 insulation.
Laminating Adhesive: Special adhesive or joint compound specifically
recommended for laminating gypsum boards to masonry, plaster or metal
studs.
Fastening Adhesive for Wood: ASTM C 557.
Steel drill screws_ Type S bugle head complying with ASTM C 1002 for
the following applications:
803B-93
E' GYPSUM BOARD ASSEMBLIES = 09255 - 3
GYPSUM BOARD ASSEMBLIES, CONT
Fastening gypsum board to wood members.
Fastening gypsum board to gypsum board.
Gypsum Board Nails: Comply with ASTM C 514.
Sound Attenuation Blankets: FS HH-I-521, Type I; semi -rigid unfaced
mineral fiber blanket, Class 25 flame -spread.
Thickness: 3".
PART 3 - EXECUTION
EXAMINATION
Examine substrates to which gypsum board assemblies attach or abut,
installed hollow metal frames, cast -in -anchors, and structural framing
with Installer present for compliance with requirements for
installation tolerances and other conditions affecting- performance of
assemblies specified in this Section. Do not proceed with installation
until unsatisfactory conditions have been corrected.
APPLYING AND FINISHING GYPSUM BOARD, GENERAL
Pre -Installation Conference: Meet at the project site with the
installers of related work and review the coordination and sequencing
of work to ensure that everything to be concealed by gypsum drywall has
been accomplished, and that chases, access panels, openings,
supplementary framing and blocking and similar provisions have been
completed.
Gypsum Board Application and Finishing Standards: ASTM C 840 and GA
216.
Locate exposed end -butt joints as far from center of walls and ceilings
as possible, and stagger not less than V -0" in alternate courses
board.
Install wall/partition boards vertically to avoid end -butt joints
wherever possible. Stagger abutting end joints not less than one
framing member in alternate course boards. At stairwells and similar
high walls, install boards horizontally with end abutting joints over
studs and staggered.
Joints at ceilings and partitions should run parallel to the direction
of the strongest light source. The Contractor should coordinate joint
direction with lighting layout and window or other direct lighting
sources to insure minimum joint shadowing.
Install gypsum panels with face side out. Do not install imperfect,
damaged or damp boards. Butt boards together for a light contact at
edges and ends with not more than 1/16" open space between boards. Do
not force into place.
Locate either edge or end joints over supports, except in horizontal
,applications or where intermediate supports of gypsum board
back -blocking is provided behind end joints. Position boards so that
like edges abut, tapered edges against tapered edges and mill -cut or
803B-93
GYPSUM BOARD ASSEMBLIES 09255 4
r GYPSUM BOARD ASSEMBLIES, CONT
Q:
field -cut ends against mill -cut, or, field cut ends. Do not place
tapered edges against cut edges or ends. Stagger vertical joints over
different studs on opposite sides of partitions.
Attach gypsum panels to studs so that the leading edge or end of each
l panel is attached to open (unsupported) edges of stud flanges first.
l Attach gypsum board to framing and blocking as required for additional
r support at openings and cutouts.
Space fasteners in gypsum boards in accordance with referenced
r standards and manufacturer's recommendations but in no case over 12"
O.C.
r GYPSUM BOARD APPLICATION METHODS
l Single -Layer Application: Install gypsum wallboard as follows:
On partitions/walls apply gypsum board vertically (parallel to
framing), unless otherwise indicated, and provide sheet lengths
which will minimize end joints.
Single -Layer Fastening Methods: Apply gypsum boards to supports as
follows:
Fasten to wood supports with single nailing. (Unfinished gypsum
board).
Fasten to wood supports with adhesive and supplementary nails or
screws. (Prefinished gypsum board).
Prefinished gypsum panels at studs: Apply 8"-long strip of vinyl foam
tape to face of each stud, positioned at midpoint of studs up to 8'
long, at third -points on studs up to 12' long, and quarter -points on
studs over 121. Mechanically fasten panels to top and bottom of stud.
Apply a continuous 3/8" bead of drywall stud adhesive to the entire
face of studs between vinyl foam tape. Immediately apply panels
vertically and apply sufficient pressure to insure complete contact
with both tape and adhesive.
INSTALLING TRIM ACCESSORIES
General: Where feasible, use the same fasteners to anchor trim
accessory flanges as required to fasten gypsum board to the supports.
Otherwise, fasten flanges by nailing or stapling in accordance with
manufacturer's instructions and recommendations.
Install metal corner beads at external corners of drywall work.
Install metal edge trim whenever edge of gypsum board would otherwise
be exposed or semi -exposed, and except where plastic trim is indicated.
Provide type with face flange to receive joint compound except where
71 semi -finishing type is indicated. Install L-type trim where work is
tightly abutted to other work, and install special kerf-t
g y p ype where
other work is kerfed to receive long leg of L-type trim. Install
�- U-type trim where edge is exposed, revealed, gasketed, or
sealant -filled (including expansion joints).
803B-93
L' GYPSUM BOARD ASSEMBLIES 09255 - 5
GYPSUM BOARD ASSEMBLIES, CONT
Install J-type semi -finishing trim where indicated, and where exterior
gypsum board edges are not covered by applied moldings.
Install plastic edge trim where indicated on wall panels at juncture
with ceilings.
Install metal control joint (beaded -type) where indicated according to
ASTM C 840, and in locations approved by the Architect for visual
effect.
Install H-molding in exterior gypsum drywall work where control joints
are indicated.
PROTECTION OF WORK
Installer shall advise Contractor of required procedures for protecting
gypsum drywall work from damage- and deterioration during remainder of
construction period.
803B-93
GYPSUM BOARD ASSEMBLIES 09255 - 6
SECTION 09400 - TERRAZZO
PART 1 - GENERAL
RELATED DOCUMENTS
Drawings and general provisions of Contract, including General and
9 9 P 9
Supplementary Conditions and Division 1 Specification Sections, apply
to this Section.
SUMMARY
This Section includes the following types of terrazzo:
Cutting of existing terrazzo base and grinding smooth to receive
carpet.
Resealing existing floor at completion of work.
ACCEPTABLE MANUFACTURERS
Manufacturer Subject to compliance with requirements, provide terrazzo
products by one of the following manufacturers (within each product
category):
Cleaners and Sealers:
Hillyard Chemical Company
PART 2 - PRODUCTS
Cleaner: Chemically neutral, liquid cleaner, with PH factor between 7
and 10, of formulation recommended by sealer manufacturer for type of
terrazzo used and complying with NTMA requirements.
Interior Floor Sealer: Colorless, slip- and stain -resistant
penetrating sealer with Ph factor between 7 and 10, that does not
affect color or physical properties of terrazzo surface.
PART 3 - EXECUTION
Surfacing: Grout terrazzo topping in accordance with NTMA
spe is fications. Delay fine grinding and finishing until heavy trade
work is completed and construction traffic through the area is
restricted. Finish by grinding with abrasive grit of size specified by
NTMA or as otherwise required to match Architect's sample.
CLEANING, SEALING, AND PROTECTING
Clean terrazzo after installing and finishing operations are completed,
complying with sealer manufacturer's instructions.
Apply sealer to cleaned terrazzo surfaces to comply with sealer
manufacturer's instructions.
Protect terrazzo from damage and wear during construction operation.
FINAL CLEANING
Clean terrazzo as recommended by manufacturer of sealer and machine
buff if required when building is ready for occupancy.
803B-93
TERRAZZO 09400 - 1
0
SECTION 09510 - ACOUSTICAL CEILINGS
PART 1 - GENERAL
RELATED DOCUMENTS
Drawings and general provisions of Contract, including General and
Supplementary Conditions and Division-1 Specification sections, apply
to work of this section.
SUMMARY -
Extent of each type of acoustical ceiling is shown and scheduled on
drawings.
Types of acoustical ceilings specified in this section include the
following:
Acoustical panel ceilings, exposed suspension, non -fire -rated.
SUBMITTALS
Product Data: Submit manufacturer's technical data for each type of
acoustical ceiling unit and suspension system required.
Samples for Selection Purposes: Submit manufacturer's standard size
samples of acoustical units, but not less than 6" square, and of
exposed ceiling suspension members including wall and special moldings.
Provide samples showing full range of colors, textures and patterns
available for each type of component required.
QUALITY ASSURANCE
Fire Performance Characteristics: Provide acoustical ceiling
components that are identical to those tested for the following fire
performance characteristics, according to ASTM test method indicated,
by UL or other testing and inspecting agency acceptable to authorities
having jurisdiction. Identify acoustical ceiling components with
appropriate marking of applicable testing and inspecting agency.
Surface Burning Characteristics: As follows, tested per ASTM E 84
and complying with ASTM E 1264 for Class A products..
Flame Spread: 25 or less.
Smoke Developed: 50 or less.
J
Coordination of Work: Coordinate layout and installation of acoustical
ceiling units and suspension system components with other work
�! supported by, or penetrating through, ceilings, including light
fixtures, HVAC equipment, fire -suppression system components (if any),
and partition system.
DELIVERY, STORAGE AND HANDLING
Deliver acoustical ceiling units to project site in original, unopened
packages and store them in a fully enclosed space where they will be
protected against damage from moisture, direct sunlight, surface
r- contamination or other causes.
Before installing acoustical ceiling units, permit them to reach room
S03B-93
ACOUSTICAL CEILINGS 09510 - 1
ACOUSTICAL CEILINGS, CONT
temperature and a stabilized moisture content.
Handle acoustical ceiling units carefully to avoid chipping edges or
damaging units in any way.
PROJECT CONDITIONS --
Space Enclosure: Do not install interior acoustical ceilings until
space is enclosed and weatherproof, wet -work in space is completed and
nominally dry, work above ceilings is complete, and ambient conditions
of temperature and humidity will be continuously maintained at values
near those indicated for final occupancy.
EXTRA MATERIALS
Deliver extra materials to Owner. Furnish extra materials described
below matching products installed, packaged with protective covering
for storage and identified with appropriate labels.
Acoustical Ceiling Units: Furnish quantity of full size units equal
to 2.0% of amount installed.
Exposed Suspension System Components: Furnish quantity of each --
exposed component equal to 2.0 percent of amount installed.
PART 2 - PRODUCTS
ACOUSTICAL CEILING UNITS, GENERAL
Standard for Acoustical Ceiling Units: Provide manufacturer's standard
units of configuration indicated which are prepared for mounting method
designated and which comply with FS SS-S-118 requirements, including
those indicated by reference to type, form, pattern, grade (NRC or NIC' -
as applicable), light reflectance coefficient MR), edge detail", and
joint detail (if any).
Colors, Textures, and Patterns : Provide products to match appearance
characteristics indicated or, if not otherwise indicated, as selected
by Architect from manufacturer's standard colors, surface textures, and
patterns available for acoustical ceiling units and exposed metal
suspension system members of quality designated.
ACOUSTICAL PANELS —
Type 1
Mineral Composition Panels- Water Felted; with Standard Washable
Painted Finish: Provide Type III, Form 2 units per FS SS-S-118 and
complying with the following requirements:
Armstrong Minaboard, Fissured #755.
USG Aurotone, Fissured #562.
Color/Light Reflectance: White/LR 1 (75% and over).
Color: Provide color to match that indicated by reference to
manufacturer's standard color designations. (White).
803E-93
ACOUSTICAL CEILINGS 09510 - 2
ACOUSTICAL CEILINGS, CONT
F
F
F
Grade: NRC 65.
CSTC Range: 35-40.
Edge Detail: Square.
Size: 24" x 48" x 5/8 ".
METAL SUSPENSION SYSTEMS, GENERAL
Standard for Metal Suspension Systems: Provide metal suspension
systems of type, structural classification and finish indicated which
comply with applicable ASTM C 635 requirements.
Finishes and Colors: Provide manufacturer's standard factory- applied
finish for type of system indicated. For exposed suspension members
and accessories with painted finish, provide color indicated or, if not
otherwise indicated, as selected by Architect from manufacturer's full
range of standard colors.
Wire for Hangers and Ties: ASTM A 641, Class l zinc coating, soft
temper.
Gage: Provide wire sized so that stress at 3 times hanger design
load (ASTM C 635, Table 1, Direct -Hung), will be less than yield
stress of wire, but provide not less than 0.106-inch diameter (12
gage).
Edge Moldings and Trim: Metal of types and profiles indicated or, if
not indicated, provide manufacturer's standard molding for edges and
penetrations of ceiling which fits with type of edge detail and
suspension system indicated.
I! Hold -Down Clips for Non -Fire -Rated Ceilings: For interior ceilings
composed of lay -in panels weighing less than 1 lb. per sq. ft. and at
all vestibules, provide hold-down clips spaced 2'-0" o.c. on all cross
tees.
EXPOSED METAL DIRECT -HUNG SUSPENSION SYSTEMS
Non -Fire -Resistance -Rated Double Web Steel Suspension System:
Manufacturer's standard system roll -formed from prefinished cold -rolled
steel sheet with 15/16" wide exposed faces on structural members; other
characteristics as follows:
Structural Classification:
Finish: Painted, white.
MANUFACTURERS
Intermediate -Duty System.
Products: Subject to compliance with requirements, provide products of
one of the following:
Manufacturers of Non -Fire -Resistance -Rated Double Web Steel
Suspension Systems:
r Drawings are based on:
Chicago Metallic Corporation. 200 Snap -in Grid System.
r 803B-93
l ACOUSTICAL CEILINGS 09510 - 3
ACOUSTICAL CEILINGS, CONT
Donn Corporation.
Eastern Products Div.,
National Rolling Mills,
PART 3 - EXECUTION
PREPARATION
Armstrong World Industries, Inc.
Inc.
Measure each ceiling area and establish layout of acoustical units to
balance border widths at opposite edges of each ceiling or comply.with
reflected ceiling plans. Avoid: use of less -than -half width units at
borders, and comply with reflected ceiling plans wherever possible. If
reflected ceiling plan is not included, refer to and coordinate with
mechanical and electrical plans
INSTALLATION
General: Install materials in accordance with manufacturer's printed
instructions, and to comply with governing regulations, fire -resistance
rating requirements as indicated, and CISCA standards applicable to
work.
Arrange acoustical units and orient directionally -patterned units (if
any) in manner shown by reflected ceiling plans.
Install suspension systems to comply with ASTM C 636, with hangers
supported only from building structural members as follows:
Secure wire hangers by looping and wire -tying, either directly to
structures or to inserts, eye -screws, or other devices whichare
secure and appropriate for substrate, and which will not deteriorate
or fail with age or elevated temperatures.
Install hangers plumb and free from contact with insulation or other
objects within ceiling plenum which are not part of supporting
structural or ceiling suspension system. Splay hangers only where
required to miss obstructions and offset resulting horizontal force
by bracing, countersplaying or other equally effective means.
Where width of ducts and other construction within ceiling plenum
produces hanger spacings that interfere with the location of hangers
at spacings required to support standard suspension system members,
install supplemental suspension members and hangers in form of
trapezes or equivalent devices. Size supplemental suspension
members and hangers to support ceiling loads "within performance
limits established by referenced standards.
Do not attach hangers to steel deck tabs.
Space hangers not more than 4'-0" o.c. along each carrying channel,
direct -hung runner or member supported directly from hangers; unless
otherwise shown, and provide hangers not more than 6 inches from
ends of each member. Level to tolerance of 1/8" in 12'-0".
Install edge moldings of type indicated at perimeter of acoustical
ceiling area and at locations where necessary to conceal edges of
acoustical units.
803B-93
ACOUSTICAL CEILINGS 09510'- 4
ACOUSTICAL CEILINGS, CONT
±, Screw -attach moldings to substrate at intervals not over 16" O.C.
and not more than 3" from ends, leveling with ceiling suspension
system to tolerance of 1/8" in 12'-0". Miter corners accurately and
connect securely.
Install acoustical panels in coordination with suspension system, with
edges concealed by support of suspension members. Scribe and cut
panels to fit accurately at borders and at penetrations.
r
CLEANING
Clean exposed surfaces of acoustical ceilings, including trim edge
moldings, and suspension members; comply with manufacturer's
instructions for cleaning and touch-up of minor finish damage. Remove
and replace work which cannot be successfully cleaned and repaired to
permanently eliminate evidence of damage.
803B-93
ACOUSTICAL CEILINGS
09510 - 5
SECTION 09650 - RESILIENT FLOORING
l PART 1 - GENERAL
RELATED DOCUMENTS
Drawings and general provisions of Contract, including General and
Supplementary Conditions and Division-1 Specification sections, apply
to work of this section.
SUMMARY OF WORK
Extent of resilient flooring and accessories is shown on drawings and
in schedules and is defined to include flooring materials, adhesives,
accessories, leveling compound, floor preparation and labor required
for proper installation.
This Section includes the following:
Sheet vinyl floor covering without backing.
Resilient wall base.
Resilient flooring accessories.
SUBMITTALS
Product Data: Submit two copies of manufacturer's technical data and
installation instructions for each type of resilient flooring and
accessory.
Samples: Submit, for verification purposes, samples of each type,
color, and pattern of resilient flooring, including accessories
r required indicating full range of color and pattern variation.
Ci
' For initial selection of colors and patterns submit, prior to above,
samples in form of actual sections of resilient flooring, including
accessories, showing full range of colors and patterns available,
c for each type of resilient flooring required.
Maintenance Instructions: Submit two copies of manufacturer's
u recommended maintenance practices for each type of resilient flooring
and accessory required.
Replacement Material: After completion of work, deliver to project
site replacement materials from same manufactured lot as materials
installed, and as follows:
Sheet flooring, not less than 5 linear yards for each type.
QUALITY ASSURANCE
Manufacturer: Provide each type of resilient flooring and accessories
as produced by a single manufacturer, including recommended primers,
adhesives, sealants, and leveling compounds.
Fire Test Performance: Provide resilient flooring which complies with
the following fire test performance criteria as determined by an
independent testing laboratory acceptable to authorities having
jurisdiction.
Critical Radiant Flux (CRF): Not less than the following rating per
ASTM E 648.
803B-93
RESILIENT FLOORING 09650 - 1
RESILIENT FLOORING, CONT
0.45 watts per sq. cm.
Flame Spread: Not more than 75 per ASTM E 84.
Smoke Developed: Not more than 450 per ASTM E 84.
Smoke Density: Not more than 450 per ASTM E 662.
PROJECT CONDITIONS
Maintain minimum .-temperature of 70'F (21 C) in spaces to receive
resilient flooring for at least 48 hours prior to installation, during
installation, and for not less than 48 hours after installation.
Store resilient flooring materials-in'.spaces where they will be
installed for at least 48 hours before beginning installation.
Subsequently, maintain minimum temperature of 55 F (13 C) in areas
where work is completed.
Install resilient flooring and accessories after other finishing
operations, including painting, have been completed. Do not install
resilient flooring over concrete slabs until the latter have been cured
and are sufficiently dry to achieve bond with adhesive as determined by
manufacturer's recommended bond and moisture test.
Prepare existing concrete floors to achieve proper bond with adhesive.
PART 2 - PRODUCTS
ACCEPTABLE MANUFACTURERS
Manufacturer: Subject to compliance with requirements, provide
products of one of the following:
Manufacturers of Filled Vinyl with Fibrous Backing:
Armstrong World Industries, Inc.
Wall Base:
Johnson Rubber Co.,
Roppe Rubber Corp.
Vinyl Plastic Inc.
MT MOD A T Q
Flooring Accessories Div.
Colors and Patterns: As shown or scheduled, or as selected by
Architect from manufacturer's standards.
SHEET VINYL FLOOR COVERINGS
Type I Unbacked Sheet Vinyl Floor Coverings: Products complying with
ASTM F 1303, Type I, except for backing requirements.
Wearing Surface: Smooth.
Wear Layer and Overall Thickness: 0.080 inch.
803B-93 -
RESILIENT FLOORING 09650 2
RESILIENT FLOORING, CONT
Sheet Width: As standard with manufacturer. 6 feet.
Seaming Method: Heat -welded.
Available Products:
Armstrong - Classic Corlon.
RESILIENT WALL BASE
Vinyl Wall Base: Products complying with FS SS-W-40, Type II.
Style: Cove with top -set toe.
Minimum Thickness: 1/8 inch.
Height: 4 inches.
Lengths: Cut lengths 4 feet long, or coils in lengths standard
with manufacturer but not less than 96 feet.
Exterior Corners: Premolded.
Interior Corners: Premolded or formed on job.
Surface Characteristics: Smooth.
Vinyl Accessories:' Products complying with following requirements:
Produce Description: Carpet edge for glue down applications.
Profile and Dimensions: As required.
avni ln},lc DrnA�intc.
Trowelable Underlayments and Patching Compounds: Latex -modified,
portland-cement-based formulation provided or approved by the
manufacturer for applications indicated.
Adhesives (Cements): Water-resistant, stabilized type as recommended
by flooring manufacturer to suit material and substrate conditions.
Concrete Slab Primer: Non -staining type as recommended by flooring
manufacturer.
Seam Sealer: Formulation provided or approved by floor covering
manufacturer for products indicated.
Rod for Heat -Welding Seams: Product of floor covering manufacturer in
color complying with the following requirement.
Match field color of sheet vinyl floor covering.
PART 3 - EXECUTION
4
EXAMINATION
80 3 B- 93
RESILIENT FLOORING
09650 3
RESILIENT FLOORING, CONT
General: Examine areas where installation of resilient floor coverings
will occur, with Installer present, to verify that substrates and
conditions are satisfactory for installation and comply, with floor
covering manufacturer's requirements and those specified in this
Section.
Concrete Subfloors: Verify that concrete slabs comply with ASTM F 710
and the following:
Subfloors are free of cracks, ridges, depressions, scale, and
foreign deposits of any kind.
PREPARATION
Prepare subfloor surfaces as follows:
Use leveling and patching compounds as recommended by resilient
flooring manufacturer for filling small cracks, holes and
depressions in Subfloors.
Control or construction joints are to be filled with latex patching
compound formulated with Portland cement, fine aggregate and organic
latex.
Insulation joints are to be filled with an elastomeric material that
will accommodate slab movement.
Remove coatings from subfloor surfaces that would prevent adhesive
bond, including curing compounds incompatible with resilient
flooring adhesives, paint, oils, waxes and sealers.
Broom clean or vacuum surfaces to be covered, and inspect subfloor.
Following cleaning, examine substrates to determine if there is
visually any evidence of moisture, alkaline salts, carbonation or
dust.
Apply concrete slab primer, if recommended by flooring manufacturer,
prior to application of adhesive. Apply in compliance with
manufacturer's directions.
INSTALLATION, GENERAL
Install flooring using method indicated in strict compliance with
manufacturer's recommendations. Extend flooring into toe spaces, door
reveals, and into closets and similar openings.
Scribe, cut, and fit resilient flooring to permanent fixtures, built-in
furniture and cabinets, pipes, outlets and permanent -columns, walls and
partitions.
Maintain reference markers, holes, or openings that are in place or
plainly marked for future cutting by repeating on finish flooring as
marked on subfloor. Use chalk or other non -permanent marking device.
Tightly cement flooring to subbase without open cracks, voids, raising
and puckering at joints, telegraphing of adhesive spreader marks, or
other surface imperfections. Hand roll resilient flooring at perimeter
of each covered area to assure adhesion.
803B-93
RESILIENT FLOORING 09650 4
RESILIENT FLOORING, CONT
INSTALLATION OF SHEET FLOORING
Lay sheet flooring to provide as few seams as possible with economical
use of materials. Match edges for color shading and pattern at seams
r
in compliance with manufacturer's recommendations.
Maintain uniformity of sheet vinyl floor covering direction.
Adhere sheet flooring to substrates using method approved by flooring
manufacturer for type of sheet flooring and substrate condition
indicated.
Produce completed installation without open cracks, voids, raising
and puckering at joints, telegraphing of adhesive spreader marks, or
other surface imperfections.
l Comply with floor covering manufacturer's directions including those
for trowel notching, adhesive mixing, and adhesive open and working
r' times.
r
i
Use conventional full spread adhesive method unless otherwise
indicated.
Prepare seams in vinyl sheet flooring in accordance with manufacturer's
instructions for most inconspicuous appearance, sealing continuously
with fluid -applied sealant or adhesive as standard with manufacturer.
Heat -weld seams in sheet vinyl floor coverings where this seaming
method is indicated. Prepare, weld, and finish seams to produce a
surface flush with adjoining sheets.
Hand roll sheet vinyl floor coverings in both directions from center
out to embed floor coverings in adhesive and eliminate trapped air. At
walls, door casings, and other locations where access by roller is
impractical, press floor coverings firmly in place with flat -bladed
instrument.
INSTALLATION OF ACCESSORIES
Apply wall base to walls, casework and other permanent fixtures in
rooms or areas where base is required. Install base in lengths as long
as practicable, with preformed corner units, or fabricated from base
materials with mitered or coped inside corners. Tightly bond base to
substrate throughout length of each piece, with continuous contact at
horizontal and vertical surfaces.
On masonry surfaces, or other similar irregular substrates, fill
voids along top edge of resilient wall base with manufacturer's
recommended adhesive filler material.
Install premolded exterior corners before installing straight
pieces.
w Form inside corners on job from straight pieces of maximum lengths
possible by cutting an inverted V-shaped notch in toe of wall base
at the point where corner is formed. Shave back of base where
necessary to produce snug fit to substrate.
803B-93
RESILIENT FLOORING 09650 - 5
RESILIENT FLOORING, CONT
Place resilient edge strips tightly butted:to flooring and secure with
adhesive. Install edging strips at edges of flooring which would
otherwise be exposed.
CLEANING AND PROTECTION -
Perform following operations.immediately upon completion of resilient
flooring:
Remove visible adhesive and other surface blemishes using cleaner
recommended by tile manufacturers.
Sweep or vacuum floor thoroughly.
Do not wash floor until time period recommended by resilient
flooring manufacturer has elapsed to allow resilient flooring to
become well -sealed in adhesive.
Damp -mop floor, being careful to remove black marks and excessive
soil.
Remove any excess adhesive or other surface blemishes using
appropriate cleaner recommended by resilient flooring manufacturers.
Protect flooring against damage during construction period to comply
with resilient flooring manufacturer's directions.
Clean resilient flooring not more than four days prior to date
scheduled for inspections intended to establish date of substantial
completion in each area of project. Clean resilient flooring by method
recommended by resilient flooring manufacturer.
Buff sheet vinyl (do not apply wax).
803B-93
RESILIENT FLOORING
09650 - 6
SECTION 09681 - CARPETING
r PART 1 - GENERAL
RELATED DOCUMENTS
Drawings and general provisions of Contract, including General and
Supplementary Conditions and Division-1 Specification sections, apply
to work of this section.
DESCRIPTION OF WORK
The extent of each type of carpeting is indicated on the drawings, and
by specifications, and is defined to include carpet, cushion and
accessories.
Each type of required carpet is to be selected from an allowance as
specified in Section 01020. Allowance shall include all carpet
material needed for complete installation including overrun where
required.. All labor and associated laying materials should be included
in the base contract. The Owner reserves the right. to select carpet
from any vendor of his choice.
QUALITY ASSURANCE
Installer: Firm with not less than two (2) years of carpeting
experience, similar to work of this section.
General Standard: "Carpet Specifier's Handbook" by The Carpet and Rug
Institute; for definitions of terminology not otherwise defined herein,
and for general recommendations and information.
Overrun: Carpet shall be supplied from single mill run where large
quantities are involved. Produce and deliver to project at least 5%
overrun on calculated yardage of each type, (carpet needed for proper
installation plus waste and usable scraps).
PRODUCT DELIVERY AND STORAGE
Deliver carpeting materials in protective wrapping, and store inside,
protected from weather, moisture and soiling.
W ROORMMV
Provide special project warranty, signed by Contractor, Installer and
Manufacturer, agreeing to repair or replace defective materials and
workmanship of carpeting work during 1-year warranty period following
substantial completion.
PART 2 - PRODUCT
CARPET: Direct glue down.
CARPET ACCESSORIES
Carpet Edge Guard, Nonmetallic: At glue -down carpet extruded or molded
vinyl or rubber carpet edge guard of approved size and profile; colors
selected by Architect from among standard colors available within the
industry (any manufacturer).
Installation Adhesive: Water-resistant type as recommended by carpet
r" 803B-93
E CARPETING 09681 - 1
CARPETING, CONT
or cushion manufacturer, and which complies with flammability
requirements for installed carpet.
Seaming Cement: Hot -melt seaming adhesive or similar product
recommended by carpet manufacturer, for taping seams and buttering cut
edges at backing to form secure seams and prevent pile loss at seams.
Miscellaneous Materials: As recommended by manufacturers of carpet,
cushions and other carpeting products; and selected by Installer to —
meet project circumstance and requirements.
PART 3 - EXECUTION —
PRE -INSTALLATION REQUIREMENTS
Installer must examine substrates for moisture content and other
conditions under which carpeting is to be installed, and notify
Contractor in writing of conditions detrimental to proper completion of
the work. Do not proceed until unsatisfactory conditions have been —
corrected.
Clear away debris and scrape up cementitious deposits from surfaces to —
receive carpeting; vacuum clean immediately before installation. Check
concrete surfaces to ensure no "dusting" through installed carpet;
apply sealer where required to prevent dusting. _
Sequence carpeting with other work so as to minimize possibility of
damage and soiling of carpet during remainder of construction period.
INSTALLATION
General:
Comply with manufacturer's instructions and recommendations for seam
locations and direction of carpet; maintain uniformity of direction and _
lay of pile. Consult with Architect if questions arise about direction
and lay of piles. At doors, center seams under doors; do not place
seams in traffic direction at doorways.
Extend carpet under open -bottomed obstructions and under removable
flanges and furnishings, and into alcoves and closets of each space.
Provide cut-outs where required, and bind cut edges properly where not
concealed by protective edge guards or overlapping flanges.
Install carpet edge guard where edge of carpet is exposed; anchor
guards to substrate.
Glue -Down Installation:
Fit sections of carpet into each space prior to application of
adhesive. Trim edges and butter cuts with seaming cement.
Apply adhesive uniformly to substrate in accordance with manufacturer's
instructions. Butt carpet edges tightly together to form seams without
gaps. Roll lightly to eliminate air pockets and ensure uniform bond.
Remove adhesive promptly from face of carpet. Trim seams of loose
filaments.
803B-93
CARPETING 09681 - 2
CARPETING, CONT
CLEANING AND PROTECTION
Remove debris, sorting pieces to be saved from scraps to be disposed
of.
Vacuum carpet using commercial machine with face -beater element.
Remove spots and replace carpet where spots cannot be removed.
Advise Contractor of protection methods and materials needed to ensure
that carpeting will be without deterioration or damage at time of
substantial completion.
Maintenance Materials: Deliver specified overrun and usable scraps of
carpet to Owner's designated storage space, properly packaged (paper
wrapped) and identified. Usable scraps are defined to include roll
ends of less than 9'-0" length, and pieces of more than 3 sq. ft. area
and more than 8" wide. Dispose of smaller pieces as "construction
waste".
803B-93
CARPETING 09681 - 3
SECTION 09900 - PAINTING
PART 1 - GENERAL
I!- RELATED DOCUMENTS
Drawings and general provisions of Contract, including General and
r- Supplementary Conditions and Division 1 Specification sections, apply
to this section.
SUMMARY
This Section includes surface preparation, painting, and finishing of
existing and new exposed interior and items and surfaces.
Surface preparation, priming, and finish coats specified in this
section are in addition to shop priming and surface treatment
specified under other sections.
Joint treatment, drywall tape, compound treatment and finish texture is
part of the work of this section.
Paint all exposed surfaces whether or not colors or types are
designated in "schedules, elevations or details," except where a
surface or material is specifically indicated not to be painted or is
to remain natural. Where an item or surface is not specifically
mentioned, paint the same as similar adjacent materials or surfaces.
If color or finish is not designated, the Architect will select from
standard colors or finishes available.
Painting is not required on prefinished items, finished metal surfaces,
concealed surfaces, operating parts, and labels.
Prefinished items not to be painted include the following
factory -finished components:
Acoustic materials.
Finished mechanical and electrical equipment.
Light fixtures.
Finished metal surfaces not to be painted include:
Anodized aluminum.
Stainless steel.
Chromium plate.
Operating parts not to be painted include moving parts of operating
equipment such as the following:
Fire sprinkler heads.
Sensing devices.
Labels: Do not paint over Underwriter's Laboratories, Factory
Mutual or other code -required labels or equipment name,
identification, performance rating, or nomenclature plates.
SUBMITTALS
r Product Data: Manufacturer's technical information, label analysis,
j environmental data and application instructions for each material
k +
803B-93
PAINTING 09900 - 1
PAINTING, CONT
proposed for use.
List each material and cross-reference the specific coating and -'
finish system and application. Identify each material by the
manufacturer's catalog number and general classification.
Samples for initial color selection in the form of manufacturer's color
charts.
After color selection, the Architect will furnish color chips or
schedule listing manufacturer's number forsurfacesto be coated.
Samples for finish texture selection shall be submitted on 24" square �-
sample of the specified bases material. Textured sample is to be
finished with all specified coating applied to represent a finished
wall. _
At contractors option and with the approval of the Architect samples
of finish maybe applied to designated areas at the job site for
review and acceptance.
Final acceptance of colors will be from samples applied on the°job.
QUALITY ASSURANCE
Single -Source Responsibility: Provide primers and undercoat paint
produced by the same manufacturer as the finish coats.
Coordination of work: Review other sections in which primers are
provided to ensure compatibility of the total systems for various
substrates. On request, furnish information on characteristics of
finish materials to ensure use of compatible primers. Provide barrier
coats over incompatible primers or remove and reprime as required. —
Notify the Architect of problems anticipated using the materials
specified prior to application.
Material Quality: Provide the manufacturer's best quality trade sale
paint material of the various coating types specified. Paint material
containers not displaying manufacturer's product identification will —
not be acceptable.
Proprietary names used to designate colors or materials are not --
intended to imply that products names are required or to exclude
equal products of other manufacturers.
DELIVERY, STORAGE, AND HANDLING
Deliver materials to the job site in the manufacturer's original,
unopened packages and containers bearing manufacturer's name and label
and the following information:
Product name or title of material.
Contents by volume, for pigment and vehicle constituents.
Thinning instructions.
Application instructions.
Color name and number.
Store materials not in use in tightly covered containers in a well-
803B-93 -
PAINTING 09900'- 2
PAINTING, CONT
r
ventilated area at a minimum ambient temperature of 45 deg F (7 deg C).
Maintain containers used in storage in a clean condition, free of
4•- foreign materials and residue.
Protect from freezing. Keep storage area neat and orderly. Remove
oily rags and waste daily. Take necessary measures to ensure that
workers and work areas are protected from fire and health hazards
resulting from handling , mixing, and application.
JOB CONDITIONS
Apply water -based paints only when the temperature of surfaces to be
painted and surrounding air temperatures are between 50 deg F (10 deg
C) and 90 deg F (32 deg C ) .
Apply solvent -thinned paints only when the temperature of surfaces to
be painted and surrounding air temperatures are between 45 deg F (7 deg
C) and 95 deg F (35 deg C ) .
Painting may continue during inclement weather if surfaces and
areas to be painted are enclosed and heated within temperature
limits specified by the manufacturer during application and drying
periods.
Cold Weather Protection: When ambient outdoor temperatures are below
r 55 degrees F maintain continuous, uniform building temperature of not
1 less that 55 degrees F for a minimum of 48 hours prior to,'during and
following painting and joint treatment.
Ventilation: Ventilate building spaces as required to remove water in
excess of that required for drying joint treatment material immediately
after its application. Prevent too rapid drying during hot weather.
PART 2 - PRODUCTS
MANUFACTURERS
Manufacturer: Subject to compliance with requirements, provide
products of one of the following:
The Glidden Company (Glidden).
Benjamin Moore and Co., (Moore).
PPG Industries, Pittsburgh Paints (Pittsburgh).
Pratt and Lambert (P & L).
The Sherwin-Williams Company (S-W).
GYPSUM BOARD JOINT TREATMENT MATERIALS
General: Provide materials complying with ASTM C 475, ASTM C 840, and
recommendations of manufacturer of both gypsum board and joint
treatment materials for the application indicated.
Joint Tape: Paper reinforcing tape, unless otherwise indicated.
r 803B-93
PAINTING 09900 - 3
PAINTING, CONT
Drying -Type Joint Compounds: Factory -prepackaged vinyl -based products
complying with the following requirements, for formulation and intended
use.
Ready -Mix Formulation: Factory -premixed product.
Taping compound formulated for embedding tape and for first coat
over fasteners and flanges of corner beads and edge trim.
Topping compound formulated for fill (second) and finish (third)
coats.
All-purpose compound formulated for use as both taping and topping
compound.
TEXTURE FINISH MATERIALS
Primer: Of ,type recommended by manufacturer of texture finish.
Aggregate Finish for Walls:
Texture XII Drywall Surfacer (aggregated): 'United States Gypsum Co.
PART 3 - EXECUTION
Examine substrates and conditions under which joint work and painting
will be performed for compliance with requirements for application of
finish and paint. Do not begin application until unsatisfactory
conditions have been corrected.
Start of joint work will be construed as the Applicator's acceptance
of surfaces and conditions within -a'particular area.
FINISHING OF DRYWALL
General: Apply joint treatment at gypsum board joints (both
directions); flanges of corner bead, edge trim, and control joints
penetrations; fastener heads, surfaces defects and elsewhere as
required to prepare work for decoration.
Prefill open joints and rounded or beveled edges, if any, using
setting -type joint compound.
Apply joint tape at _joints between gypsum boards, except where trim
accessories are indicated.
Finish interior gypsum wallboard by applying the following joint
compounds in 3 coats (not including prefill of openings in base), and
sand between coats and after last coat:
Embedding and First Coat: Ready -mix drying -type all-purpose or taping
compound.
Full (Second) Coat: Ready -mix drying -type all-purpose or topping
compound.
Finish (Third) Coat: Ready -mix drying -type all purpose or topping
compound.
803B-93
PAINTING 09900 - 4
PAINTING, CONT
Partial Finishing: Omit third coat and sanding on concealed drywall
construction which is indicated for drywall finishing or which requires
finishing to achieve fire -resistance rating, sound rating or to act as
air or smoke barrier.
i
APPLICATION OF TEXTURE FINISH
Surface Preparation and Primer: Prepare
and prime drywall and other
"^
surfaces in strict accordance with texture °finish manufacturer's
instructions. Apply 'Sheet Rock' First Coat primer to all surfaces to
achieve texture finish.
Finish Application:, Mix and apply finish
to drywall and other surfaces
indicated to receive finish in strict accordance
with manufacturer's
instructions to produce a uniform texture
matching Architect's sample
without starved spots or other evidence
of thin application, and free
of application patterns and lines.
Remove any texture droppings or overspray
from door frames, windows,
light fixtures, equipment, electrical
boxes and other adjoining
construction.
PAINTING PREPARATION
General Procedures: Remove hardware and hardware accessories, plates,
machined surfaces, lighting fixtures, and similar items in place that
are not to be painted, or provide surface -applied protection prior to
surface preparation and painting. Remove these items if necessary for
complete painting of the items and adjacent surfaces. Following
completion of painting operations in each space or area, have items
reinstalled by workers skilled in the trades involved.
Clean surfaces before applying paint or surface treatments. Remove
oil and grease prior to cleaning. Schedule cleaning and painting so
that dust and other contaminants from the cleaning process will not
fall on wet, newly painted surfaces.
Surface Preparation: Clean and prepare surfaces to be painted in
accordance with the manufacturer's instructions for each particular
substrate condition and as specified.
Provide barrier coats over incompatible primers or remove and
reprime. Notify Architect in writing of problems anticipated with
using the specified finish -coat material with substrates primed by
others.
Cementitious Materials: Prepare cement plaster, and surfaces to be
painted. Remove efflorescence, chalk, dust, dirt, grease, oils, and
release agents. Roughen as required to remove glaze. If hardeners or
sealers have been used to improve curing, use mechanical methods of
surface preparation.
r Use abrasive blast -cleaning methods if recommended by the paint
manufacturer.
�.• Determine alkalinity and moisture content of surfaces by performing
appropriate tests. If surfaces are sufficiently alkaline to cause
blistering and burning of finish paint, correct this condition
803B-93
71 PAINTING 09900 - 5
PAINTING, CONT
before application. Do not paint surfaces where moisture_ content
exceeds that permitted in manufacturer's printed directions.
All plaster surfaces should be tested for moisture content before
painting. If the moisture meter test indicates a content of less
than eight percent moisture, regular wall primer -sealer may be —
safely used. If the content is more than eight percent, but not
over 12 percent, an alkali -resistant primer -sealer should be used.
If the content is over 12'per cent, painting should not be done.
When it is necessary to use alkali -resistant primer, provide
Speedhide Alkali -Resistant Primer, 6-3. Where alkali or dampness is
not a problem, provide Speedhide Wall Primer Sealer, 6-1 or 6-2
(17-10). Before painting new plaster, always remove the water --
soluble surface salt deposits by dry brushing.
Use Alkali -Resistant Primer, 6-3 as a prime coat over skim coat or
hard coat plaster.
Wood: Clean surfaces of dirt, oil, and other foreign substances with
scrapers, mineral spirits and sandpaper, as required. Sand surfaces
exposed to view smooth and dust off.
Scrape and clean small, dry, seasoned knots and apply a thin coat of -
white shellac or other recommended knot sealer before application of
primer. After priming, fill holes and imperfections in finish
surfaces with putty or plastic wood filler. Sand smooth when dried.
Prime, stain, or seal wood to be painted immediately upon delivery.
Prime edges, ends, faces, undersides, and backsides of wood,
including cabinets, counters, cases, and paneling.
When transparent finish is required, backprime with spar varnish.
Ferrous Metals: Clean nongalvanized ferrous -metal surfaces that have
not been shop coated; remove oil, grease, dirt, loose mill scale, and
other foreign substances. Use solvent or mechanical cleaning methods
that comply with recommendations of the Steel Structures Painting
Council.
Touch up bare areas and shop -applied prime coats that have been
damaged. Wire -brush, clean with solvents recommended by the paint
manufacturer, and touch up with the same primer as the shop coat.
Galvanized Surfaces:, Clean galvanized surfaces with non -
petroleum -based solvents so that the surface is free of oil and
surface contaminants. Remove pretreatment from galvanized sheet metal
fabricated from coil stock by mechanical methods.
Materials Preparation: Carefully mix and prepare paint materials in
accordance with manufacturer's directions.
Maintain containers used in mixing and application of paint in a
clean condition, free of foreign materials and residue.
Stir material before application to produce a mixture of uniform
density; stir as required during application. Do not stir surface
film into material. Remove film and, if necessary, strain material
before using.
803B-93
PAINTING 09900 6
r
PAINTING, CONT
manufacturer, and only
Use only thinners approved by the paint
within recommended limits.
r APPLICATION
Apply paint in accordance with manufacturer's directions. Use
applicators and techniques best suited for substrate and type of
s material being applied.
Do not paint over dirt, rust, scale, grease, moisture, scuffed
surfaces, or conditions detrimental to formation of a durable paint
film.
MM
t' Paint colors, surface treatments, and finishes are indicated in
"schedules."
Provide finish coats that are compatible with primers used.
The number of coats and film thickness required is the same regardless
of the application method. Do not apply succeeding coats until the
previous coat has cured as recommended by the manufacturer. Sand
between applications where sanding is required to produce an even
smooth surface in accordance with the manufacturers directions.
Apply additional coats when undercoats, stains, or other conditions
show through final coat of paint until paint film .is of uniform finish,
color, and appearance. Give special attention to ensure that surfaces,
including edges, corners, crevices, weld, and exposed fasteners,
receive a dry film thickness equivalent to that of flat surfaces.
The term "exposed surfaces" includes areas visible when permanent or
built-in fixtures, convector covers, covers for finned tube radiation,
grilles, and similar components are in place. Extend coatings in these
areas as required to maintain the system integrity and provide desired
protection.
�^ Paint surfaces behind movable equipment and furniture same as similar
exposed surfaces. Paint surfaces behind permanently fixed equipment or
furniture with prime coat only before final installation of equipment.
Paint interior surfaces of ducts, where visible through registers or
grilles, with a flat, nonspecular black paint.
Finish interior of wall and base cabinets and similar field -finished
casework to match exterior.
Sand lightly between each succeeding enamel or varnish coat.
Omit primer on metal surfaces that have been shop -primed and touch up
painted.
Scheduling Painting: Apply first coat to surfaces that have been
cleaned, pretreated, or otherwise prepared for painting as soon as
practicable after preparation and before subsequent surface
deterioration.
�- Allow sufficient time between successive coats to permit proper
drying. Do not recoat until paint has dried to where it feels firm,
and does not deform or feel sticky under moderate thumb pressure and
803B-93
PAINTING 09900 - 7
PAINTING, CONT
where application of another coat of paint does not cause lifting or
loss of adhesion of the undercoat.
Minimum Coating Thickness: Apply materials at not less than the
manufacturer's recommended spreading rate. Provide a total dry film
thickness of the entire system as recommended by the manufacturer.
Prime Coats: Before application of finish coats, apply a prime coat of
material as recommended by the manufacturer to material that is
required,to be painted or finished and has not been prime coated by
others. Recoat primed and sealed surfaces where evidence of suction
spots or unsealed areas in first coat appears, to assure a finish coat
with no burn through or other defects due to insufficient sealing.
Stipple Enamel Finish: Roll and redistribute paint to an even and fine
texture. Leave no evidence of rolling such as laps, bands,
irregularity in texture, skid marks, or other surface imperfections.
Pigmented (Opaque) Finishes:- Completely cover, to provide'an opaque,
smooth surface of uniform finish, color, appearance, and coverage.
Cloudiness, spotting, holidays, laps, brush marks, runs, sags,
ropiness, or other surface imperfections will not be acceptable.
Transparent (Clear) Finishes: Use multiple coats to produce a
glass -smooth surface film of even luster. Provide a finish free of
laps, cloudiness, color irregularity, runs, brush marks, orange peel,
nail holes, or other surface imperfections.
Provide satin finish for final coats.
Completed Work: Match approved samples for color, texture, and
coverage. Remove, refinish, or repaint work not in compliance with
specified requirements.
CLEANING
Cleanup: At the end of each work day, remove empty cans, rags,
rubbish, and other discarded paint materials from the site.
Upon completion of painting, clean glass and paint -spattered surfaces.
Remove spattered paint by washing and scraping, using care not to
scratch or damage adjacent finished surfaces.
PROTECTION
Protect work of other trades, whether to be painted or not, against
damage by painting. Correct damage by cleaning, repairing or
replacing, and repainting, as acceptable to Architect.
Provide "wet paint" signs to protect newly painted finishes. Remove
temporary protective wrappings provided by others for protection of
their work after completion of painting operations.
At completion of construction activities of other trades, touch up
and restore damaged or defaced painted surfaces.
803B-93
PAINTING 09900 - 8
PAINTING, CONT
PAINT SCHEDULE
INTERIOR PAINT SYSTEMS
Provide following paint systems for various substrates, as indicated.
Plaster (New):
ENAMEL: * 1st Coat - PPG Latex Sealer 6-2
1.0 MDF
2nd Coat - PPG Speedhide Latex Semi -Gloss Enamel
6-510
3rd Coat - PPG Speedhide Latex Semi -Gloss Enamel
6-510
3.0 mils dry film thickness excluding 1st coat.
* See Painting Preparation "Cementations Materials" for required
alternatives.
*Plaster (Existing):
ENAMEL: 1st Coat - PPG Speedhide Latex Semi -Gloss Enamel
6-510
2nd Coat - Same as above only as needed to cover
existing dark colored walls.
SEAL: Apply one coat of clear or orange shellac over existing
and new prepared plaster walls.
* See Painting Preparation 'Cementations Materials' for required
alternates.
Gypsum Drywall Systems:
ENAMEL: 1st Coat - Sand finished texture with Latex
Primer -Sealer
2nd Coat - Pittsburgh Speedhide Latex Semi -Gloss
Enamel 6-510
3rd Coat - Pittsburgh Speedhide Latex Semi -Gloss
Enamel 6-510
2.5 mils dry film thickness.
Woodwork and Trim:
ENAMEL: 1st Coat - Pittsburgh Water Base Undercoater 6-755
a 2nd Coat - Pittsburgh Speedhide Semi -Gloss Latex
Enamel 6-510
3rd Coat — Pittsburgh Speedhide Semi -Gloss Latex
r Enamel 6-510
Not less than 4.5 mils dry film thickness.
( Stained Woodwork:
r VARNISH: 1st Coat - Pittsburgh Rez Sealer Primer 77-1
j 2nd Coat - Pittsburgh Super Satin Wood Rez 77-9
3rd Coat - Pittsburgh Super Satin Wood Rez 77-9
603B-93
I PAINTING 09900 - 9
PAINTING, CONT
Interior Metal Frames:
1st Coat - Pittsburgh Inhibition Red Primer -
6-203, brushed
2nd Coat- Pittsburgh Speedhide Exterior -Interior
Enamel (spray)
3rd Coat - Pittsburgh Speedhide Exterior -Interior
Enamel (spray)
First coat may be omitted on shop primed items.
803B-93 _
PAINTING 09900 10
SECTION 12510 - PLEATED SHADES
PART 1 - GENERAL
r• RELATED DOCUMENTS
f
Drawings and general provisions of the Contract, including General and
Supplementary Conditions and Division 1 Specification Sections, apply
to this Section.
SUMMARY
This Section includes horizontal pleated shades.
SUBMITTALS
General: Submit the following' in accordance with Conditions of
Contract and Division 1 Specification Sections.
Product date for each type of horizontal pleated shade specified.
Include printed data on physical characteristics.
Samples for initial selection purposes in manufacturer's standard sizes
showing full range of colors available for each type of blind
indicated.
Maintenance data to include in Operating and Maintenance Manual
specified in Division 1.
Single -Source Responsibility: Obtain pleated shades from one source of
�► a single manufacturer.
PROJECT CONDITIONS
Field Measurements: Check openings
fabrication. Coordinate fabrication
progress to avoid delay in the Work.
PART 2 - PRODUCTS
by field measurements before
schedule with construction
MANUFACTURERS
Products: Subject to compliance with requirements, provide the
following product.
r" Hunter Douglas 'Duette Standard Shades'. 3/4" pleat size.
MATERIALS AND FABRICATION
Product Standard and Description: Each pleated shade unit consists of
fabric, rails, cord lock, tilting mechanism, tapes, and installation
hardware.
Lifting and Tilting Mechanisms: Noncorrosive, self-lubricating
materials.
Unit Sizes: Obtain units fabricated in sizes to cover openings as
follows, measured at 74 deg F (23 deg C):
803B-93
t PLEATED SHADES 12510- 1
PLEATED SHADES, CONT
Shade Units Installed on Face of Aluminum Tube Framing: Width and
length equal to_1 inch greater than opening dimensions formed by
jamb, head, and sill members of opening in which each shade is
installed.
I-stallation Fasteners: Not less than two fasteners per bracket,
fabricated from metal noncorrosive to blind hardware and adjoining
construction and to support blind units under conditions of normal use.
PART 3 - EXECUTION
EXAMINATION
Examine- openings where pleated shades will be installed prior to
beginning installation. verify that critical dimensions are correct
and surface conditions acceptable.
Complete all finishing operations, including painting, before
beginning installation.
Do not proceed with installation until unsatisfactory conditions have
been corrected.
INSTALLATION
Install shades with installation brackets level, plumb, and located so
the edges are at the center line of the jambs tube framing, and bottom
rail in fully lowered position is with 1/2 inch of bottom of opening.
CLEANING
After completing, he installation, clean shade surfaces according to
the manufacturer's instructions.
Remove surplus materials, packaging, rubbish and debris resulting from
the installation. Leave areas where installation occurred neat;,
clean, and ready for use.
803B-93
PLEATED SHADES 12510- 2
SECTION 15000 - SUPPLEMENTARY GENERAL.CONDITIONS
FOR MECHANICAL AND ELECTRICAL
PART I - GENERAL
RELATED DOCUMENTS: The Contractor and each subcontractor shall read
and comply with all sections of these specifications, including the
General Conditions, Supplementary General Conditions, information to
bidders, and all other pertinent documents issued by Architect. All
such items are hereby incorporated into and become a part of these
specifications.
If conflicts exist between the General Conditions and these
Supplementary General Conditions for Mechanical and Electrical, the
latter shall govern.
PRECEDENCE: The mechanical systems, including piping, shall have
precedence over the electrical systems.
r
DRAWINGS AND SPECIFICATIONS:
Drawings and specifications shall
be
considered cooperative, and work
or materials called for by one and
not
mentioned in the other shall be
done and furnished as though treated
by
both.
In case of discrepancies in
figures, drawings or specifications,
the
Architect shall be notified before
the signing of the Contract and
his
decision on said discrepancies
shall be adjusted by the Contractor only
at the Contractor's expense,
and in case of any settlement of
any
complication rising from such
adjustment to the Contract, Contractor
shall bear all extra expenses
involved.
r.
COORDINATION OF TRADES
The Contractor shall be responsible for resolving all coordination
required between trades. For example, items furnished under Division
15 which require electrical connections shall be coordinated with
Division 16 for the following:
1. Voltage
2. Phase
3. Ampacity
4. No. and size of wires
5. Wiring diagrams
6. Starter size, details and location
7. Control devices and details
Items furnished under various sections which require plumbing
connections shall be coordinated for services, pressure, size and
location of connections, type of fuel, clearances for service,
auxiliary devices required, etc.
Items requiring insulation shall be fully insulated and that insulation
shall be checked against manufacturer's directions and job requirements
for suitability, coverage, thickness and finish.
Items installed in/on finished ceilings shall be coordinated with the
ceiling construction. The Contractor under each section shall conform
to the reflected ceiling plan and shall secure details and/or samples
of the ceiling materials as necessary to insure compatibility. Any
device not conforming to this requirement shall be replaced by the
Contractor at his expense.
r 803B-93
SUPPLEMENTARY GENERAL CONDITIONS FOR MECH. &`ELEC. 15000 1
SUPPLEMENTARY GENERAL CONDITIONS FOR MECHANICAL & ELECTRICAL, CONT_
All items specified under Division 15 and 16 shall be installed tight, -
plumb, - level, square and symmetrically placed in relation to the work
of other trades.
UTILITY CONNECTIONS: Note that where utility connection locations are
referenced by the word "verify" or "approximately", the exact locations
shall be determined by the Contractor, with any and all utility _
connections made by the Contractor as required, with no increase to the
Owner above the price indicated on the Contractor's -proposal.
SITE EXAMINATION: Bidders shall visit the site to satisfy themselves
as to the nature and scope of the work to be done. Information shown
or not shown on the drawings shall not relieve the Contractor of this
responsibility. The submission of a bid will be taken as evidence that
site examination has been made and all conditions which will effect the
work have been taken into.consideration.
DEMOLITION GENERAL: Note on the plans and in the general
construction specifications, any demolition requirements included in
this portion of the specifications.
CODES: All work shall be executed in accordance with local, State and
National codes, ordinances, and regulations governing the particular
class of work involved. The Contractor shall be responsible for the
final execution of the work under this section to suit these
requirements. Where these specifications and the accompanying drawings
conflict in arrangements with code requirements, the Contractor shall
report the matter to the Architect, shall prepare any supplementary
drawings required, illustrating how the work may be installed in order
to comply, and on approval of the change by the Architect, shall
install the work in a satisfactory manner, without additional cost to
the Owner.
FEES AND PERMITS: The Contractor and each subcontractor shall secure
all permits and licenses required for work, shall pay all fees in
connection with such permits and licenses, and shall deliver all
certificates of inspection to the Owner.
CONSTRUCTION ("AS BUILT") DRAWINGS: At the completion of this project,
the Contractor shall provide the Owner two sets of plans showing all
piping and conduit systems, valves, and equipment installed by the
Contractor. These drawings shall be correct in every detail and shall
incorporate all changes made in the course of the project. These
drawings shall be prepared in such manner as to enable the Owner to
properly operate, maintain and repair both exposed and concealed work.
Drawings shall be in red ink on blue line prints.
PROTECTION OF WORK AND MATERIALS: The Contractor shall protect the
work and all materials (whether incorporated in the building or not)
and shall cover openings to protect the building from the weather.
The Contractor shall provide protection of all work in progress and
shall be responsible for all damage done to the Owner's property or to
any adjacent properties during the construction.
PART 2 - MATERIALS
803B-93
SUPPLEMENTARY GENERAL CONDITIONS FOR MECH. & ELEC. 15000 - 2
SUPPLEMENTARY GENERAL CONDITIONS FOR MECHANICAL & ELECTRICAL, CONT
r
SUBMITTALS
The Contractor shall -submit for approval a complete list of materials
and equipment which he proposes to use. The list shall give the
manufacturer's names and designations corresponding to each item as
well as complete capacity data and ratings of each piece of equipment
showing compliance with all required capacities. Should the Contractor
fail to make this submission within four weeks following the signing of
the Contract Documents, the Architect reserves the right to require the
Contractor to furnish items exactly as mentioned herein. Submittal
data shall verify that the items offered will fit the space
requirements. Simple summary sheets alone are not acceptable. Such
sheets shall be accompanied by calculations, charts, homographs,
tabulation tables, etc., enabling the reviewer to do detailed review of
equipment selections.
Any item furnished with approval of the Architect (in lieu of the item
specified), which in the opinion of the Architect does not perform
satisfactorily, shall be replaced by the Contractor with the item
originally specified, at no additional cost to the Owner or Architect.
This provision shall be applicable to any item within the warranty
period.
See Division 1 Section 01340 for further requirements.
SHOP DRAWINGS
Wherever shop drawings are called for in these specifications, they
shall be furnished by the Contractor for the work involved after review
by the Architect as to the make and type of material and in sufficient
time so that no delay or changes will be caused. This is done in order
to facilitate progress on the job and failure on the part of the
Contractor to comply shall render him liable to stand the expense of
any and all delays, changes in construction, etc., occasioned by his
failure to provide the necessary details.
Also, if the Contractor fails to comply with this provision, the
Architect reserves the right to go directly to the manufacturer he
selects and secure any details he might deem necessary, and should
there be any charges in connection with this, they shall be borne by
the Contractor.
See Division 1 for further requirements.
MATERIALS: All materials shall be new and of the quality indicated by
the specifications, unless noted otherwise. Where manufacturers' names
are mentioned in these specifications, it has been done to establish a
standard of quality and construction. Where one brand name only is
specified for any item, the Contractor shall limit his choice to the
brand name shown. Note that the brand name used as a basis of design
is shown in schedules. Where the clause "or approved equal" occurs,
other brand names will be accepted, provided they meet the standards of
quality and performance established by the specifications. All
substitutions shall be approved by the Architect.
SUBSTITUTIONS: Necessary changes in the work of any trades resulting
rom approved substitutions by the Contractor shall be paid for by the
Contractor making the substitution.
803B-93
SUPPLEMENTARY GENERAL CONDITIONS FOR MECH. & ELEC. 15000 - 3
SUPPLEMENTARYGENERAL CONDITIONS FOR MECHANICAL & ELECTRICAL, CONT.-
PART 3 - EXECUTION
GENERAL PIPING AND CONDUIT REQUIREMENTS: The Contractor shall furnish
and install Aincluding all labor and materials required) thevarious
piping systems as herein specified, adhering to the general routing and
methods of distribution shown on the drawings. All required pipe,
fittings, hangers, valves, sleeves, inserts, gages, thermometers and
such other items and appurtenances that may be: required for the _
satisfactory operation of the various systems, shall be included.
All piping and conduits shall be installed in a direct, neat, and
workmanlike manner, employing only mechanics skilled in each respective
trade.
Exposed lines shall be run parallel with, or perpendicular to,'building
lines, and wherever possible shall be grouped together for easier
service and identification. Lines which required a definite grade for
draining shall have precedence in routing over all other lines.
Wherever possible, horizontal and vertical lines shall be held as _
closely. as possible to the walls, ceilings, struts, members, etc., so
as to occupy the minimum space consistent with the proper requirements
for insulation, expansion, removal of pipe and access to valve, —
dampers, etc.
In general, all piping and all conduit in finished areas of the
building shall be run concealed in chases, furrings, above suspended
ceilings, etc., unless noted (or directed) otherwise. Should any
condition arise which would cause any piping to be exposed in -finished
,areas, it shall,immediately be called to the Architect's attention, and
the Contractor shall bear any and all expense in connection with
-arranging his work as directed to facilitate its concealment.
Conduit may be exposed on walls where concealment is not required. All
such exposed conduit shall be run straight and true without offsets or
bends, and shall be perfectly vertical or horizontal. All conduit
shall have couplings and connectors as noted in the Electrical
Specifications.
The mechanical plans do not -give all details concerning elevation of
lines, exact locations, etc., and do not show all the offsets, control
lines, pilot lines and other installation details. The Contractor
shall carefully lay out his work at the site to conform to the
structural conditions, to provide proper grading of lines to avoid all
obstructions, and to conform to details on installation supplied by the
manufacturer of the equipment to be installed; and thereby to provide
an integrated, satisfactory operating installation.
FLOOR AND CEILING PLATES AND FLANGES
Unless otherwise noted, provide and install chromium -plated sectional
floor and ceiling plates around all pipes and conduits passing exposed
through the wall, floors or ceilings. Plates shall be sized to fit
outside of insulation on lines, etc., but to fit snugly.
Solid plates with set screws shall be used on any lines where the
sectional plates: will not stay in place or are not 'available in
adequate size.
803B-93
SUPPLEMENTARY GENERAL CONDITIONS FOR MECH. & ELEC. 15000 4
SUPPLEMENTARY GENERAL CONDITIONS FOR MECHANICAL & ELECTRICAL, CONT
i
PIPE HANGERS AND SUPPORTS (PLUMBING, MECHANICAL & ELECTRICAL)
All pipe throughout the building, both horizontal and vertical, shall
be adequately supported with clamps or hangers sized to fit the lines
and to adequately support their weight. Provide devices manufactured
specifically for the hanging of lines and pipes being supported. No
piping, conduit or lines are to be supported with wire or plumbing
straps.
At the bases of lines where required for the proper support, furnish
and install anchor base fittings or other approved supports.
Individual horizontal lines shall be adequately supported using hangers
that are sized to fit the pipe. Where multiple pipes are indicated,
they may be supported on continuous hangers, provided pipes are running
parallel to the same elevation and grade. For particular conditions,
other special hangers may be employed.
Hangers shall be manufactured by Kindorff, Unistrut, Elcen, or approved
equal.
All horizontal plumbing and mechanical pipes and electrical conduit
supported from the construction shall be suspended on rods not smaller
than the manufacturer's recommendations for the loads imposed, and
provided with hanger adjustors. Inserts (when used) shall be set in
place before concrete is poured. Use special supports where required
by particular conditions at the site.
All hangers shall be so located as to properly support the horizontal
�,. piping, but in no case shall hangers be located on centers greater than
six feet for 1/2 inch and 3/4 inch lines, seven feet for 1 inch lines,
eight feet for 1-1/4 inch lines, nine feet for 1-1/2 inch lines, ten
feet for 2 inch and 2-1/2 inch lines, and twelve feet for larger
pp lines. For soil lines, hangers shall be 5'-0" on horizontal runs, and
l where required by the conditions, hangers shall be more closely spaced.
Provide and install any braces required to prevent excess side way of
lines, taking care not to restrict any necessary expansion of lines.
Twenty gauge 10" long galvanized sleeves or saddles shall be used with
hangers installed over insulated pipe.
j' Where pipes of different trades may possibly be racked on the same
u, supporting structure, the Contractor shall provide the necessary
coordination between the various trades to properly locate the
supporting members. The various trades shall cooperate with each other
J to the end that the same type of hangers may be used throughout insofar
as practicable.
All exposed vertical lines shall be braced from the wall construction
a at no less than two points, one of which shall be approximately six
feet above the floor, to prevent sidewise motion of risers. Braces
shall be as specified for multiple pipes, and supports at each slab
v shall be with Kindorff or approved equal, C-210 clamps. In the case of
insulated lines, oversize hangers of clamps as required shall be
(" installed.
Hangers, anchors, and related items installed in direct contact with
copper pipe shall be bronze, copper or copper -plated steel.
Hangers, anchors, and related items which support ferrous piping shall
803B-93
f SUPPLEMENTARY GENERAL CONDITIONS FOR MECH. & ELEC. 15000 - 5
SUPPLEMENTARY GENERAL CONDITIONS FOR MECHANICAL & ELECTRICAL, CONT
be steel with.galvanized coating.
All piping shall be installed with due regard to expansion and
contraction and the type of hanger, method of support, location of
supports, etc., shall be governed, in part, by this consideration.
CUTTING AND PATCHING: The Contractor under each section shall either
perform or arrange for any cutting and patching required in the
installation of his work. He shall obtain permission from the
Architect before doing any cutting.- All patching shall be done in such
manner, that the surrounding work will be restored to its original
conditions. See. Division 1, Cutting and. Patching, for -further
requirements.
At unfinished surfaces, the Contractor for work under each section
shall be responsible for the patching of all openings cut to install
the work covered by that section and to repair the damage resulting
from the failure of any part of work installed hereunder.
At finished surfaces, the General Contractor shall be responsible for
the patching of all openings cut to install the work specified herein,
and to repair the damage resulting from the failure of any part of the
work installed hereunder.
All openings cut through the roof or, exterior walls shall be provided
with a temporary watertight cover during the construction or until
permanent installation or repair has been made. All pipe and conduit
run through the roof shall be installed in pitch pockets installed for
flashing prior to the installation of the roofing.
Where openings are cut through masonry walls, the Contractor under each
respective section shall provide and install lintels or other
structural supports to protect the remaining masonry and adequate
support shall be provided during the cutting operation to prevent any
damage to the masonry occasioned by the operation. All structural
members, supports, etc., shall be of the size, shape, and installed as
directed by the.Architect.
Where openings are cut through roof deck, the contractor of each
respective trade shall neatly saw deck to required opening size. Do
not punch or hammer through deck._
LIMITS AND REQUIREMENTS BETWEEN MECHANICAL AND ELECTRICAL WIRING
Except for those items normally wired at their point of manufacture and
so delivered, and unless specifically noted to the contrary herein or
on the drawings, the Electrical Contractor under the Electrical Section
of the specifications will furnish and install all conduit, wire,
junction boxes, and conduit fittings; will do all electrical wiring at
panelboards, motor starters, at the motor junction or terminal boxes;
and shall install and connect all electrical devices for the
temperature control system. The Mechanical Contractor under the
Heating Air Conditioning Section of these specifications shall erect
each motor in its respective place.
TEMPERATURE CONTROLS
All electric services required for the complete installation of the
803B-93
SUPPLEMENTARY GENERAL CONDITIONS FOR MECH. & ELEC. 15000 - 6
SUPPLEMENTARY GENERAL CONDITIONS FOR'MECHANICAL
ANICAL & ELECTRICAL, CONT
N
i
F
temperature control system shall be furnished by the Mechanical
Contractor and turned over to the Electrical Contractor for
installation and connection. Temperature controls shall be installed
in accordance with wiring diagrams furnished by the Mechanical
Contractor and approved by the Architect. Damage to equipment caused
by deviation from the methods shown in the diagrams shall be paid for
by the Electrical Contractor.
ROUGH -IN AND MAKE FINAL CONNECTION FOR EQUIPMENT
The shop drawings for all equipment are hereby made a part of these
specifications. The Contractor under each section of the
specifications shall rough -in for the exact item to be furnished on the
job, whether in another section of the specifications or by the Owner.
The Contractor shall refer to all drawings and other sections of the
specifications for the scope of work involved for the new equipment,
and by actual site examination determine the scope of the required
equipment connections for the Owner -furnished equipment.
Should any of the equipment furnished require connections of a nature
different from that shown on the drawings, report the matter to the
Architect, and finally connect as directed by the Architect.
Should any shop drawings not be available for equipment furnished under
other contractors or by the Owner, the Contractor under each section of
these specifications shall bid the work as detailed on the drawings and
verify connection and services to equipment before such services are
installed.
Minor differences in the equipment furnished and that indicated on the
drawings will not constitute ground for additional payment to the
Contractor.
COMPLETION REQUIREMENTS
Before acceptance and final payment, the Contractor under each Division
of the specifications shall furnish:
1. Accurate "as built" drawings, showing all changes from the
original plans made during installation of the work. Drawings
shall be filed with the Architect when the work is completed.
2. All manufacturers' guarantees.
3. All operating manuals.
4. Guarantees.
5. Test and Balance Report.
ASBESTOS ABATEMENT
The Contractor shall visit the site and become familiar with the extent
of existing asbestos insulation material, if any. Where demolition of
piping systems containing asbestos exists, the Contractor shall comply
with the requirements of EPA regulations, National Emissions Standards
for asbestos, and the OSHA regulations on asbestos, Section 1910.1001,
as well as applicable state laws and city codes and ordinances. The
Contractor shall be responsible with obtaining approval for waste
disposal site in compliance with Section 61.25 of the EPA regulations.
80 3B- 93
SUPPLEMENTARY GENERAL CONDITIONS FOR MECH. & ELEC. 15000 - 7
SUPPLEMENTARY GENERAL CONDITIONS FOR MECHANICAL & ELECTRICAL, CONT
Asbestos materials rendered inaccessible above ceilings or in chases
where pipe is to remain will not be required to be removed. -
CLEANUP: The Contractor shall remove from the building and the plan
_si-ite all rubbish and dirt as it accumulates under the Contract. At --
completion, all areas shall be broom cleaned, and all obstructions,
surplus materials, etc., removed.
TESTING: The Contractor under each division shall, at his own expense,
perform the various tests specified and others that may be required by
National,.State, and local authorities. The Contractor shall furnish
all fuel and materials necessary for making tests.
Any leaks or defective materials found shall be repaired and replaced
and test shall be repeated until no further leaks or defects are
indicated.
GUARANTEE: Each Contractor shall guarantee all labor and materials
furnished by him for a period of one year. Guarantee period shall _
extend from the time of final acceptance of the building. The
guarantee shall cover the repair or replacement, without -additional
cost the Owner, of any defective material or faulty workmanship.
Where a guarantee period greater than one year is required for any
piece of equipment, it will be specified hereinafter. _
803B-93
SUPPLEMENTARY GENERAL CONDITIONS FOR MECH. & ELEC. 15000 - 8
SECTION 15180 - HEATING, VENTILATING AND AIR CONDITIONING
General: The "General Conditions," and "Supplementary General
Provisions for Mechanical and Electrical" documents issued by the
Architect are hereby incorporated in these specifications and form a
part thereof.
SCOPE OF WORK: The work covered by these specifications consist of the
furnishings of all equipment, materials, labor, fees, permits, and
!' certificates of inspection that may be required to complete the
heating, ventilating and air conditioning work specified, shown on the
*' drawings, and required by Code.
The work shall include, but not be limited to, the following items:
1. Filters
2. Ducts (supply, return and exhaust) reworked as required for new
layout.
3. Grilles, registers and diffusers, relocate existing as required
by new plan.
4. Insulation as required to match existing as required for new
layout.
SUBSTITUTION OF MATERIALS: See "Supplementary General Provisions for
Mechanical and Electrical" and Section 01631 and Bid Proposal Form.
REGULATIONS AND ORDINANCES: See "Supplementary General Provisions for
Mechanical and Electrical."
MATERIAL AND EQUIPMENT SCHEDULE: See "Supplementary General Provisions
for Mechanical and Electrical."
MOTORS AND STARTERS: See "Supplementary General Provisions for
Mechanical and Electrical."
SHEET METAL DUCTWORK: To be constructed of galvanized steel sheets,
suitable for low velocity systems as hereinafter specified. Unless
otherwise approved, ducts shall conform accurately to the dimensions
indicated and shall be straight and smooth on the inside, with joints
neatly finished.
Joints for low velocity ducts shall be made substantially air tight,
and no dust marks from air leaks shall show at duct joints, or
connections to grilles, registers, and diffusers. Lap at the joints
for low velocity system shall be made in the direction of air flow.
Button punch or bolt connections in standing seams shall be spaced at
fixed center not greater than 6 inches. Horizontal locks and seams of
the type known as Button Punch Snap Lock may be used in lieu of
Pittsburg lock.
Transformation shall be made with sides pitched not to exceed a maximum
of 20 degrees, 40 degrees included angle, for diverging air flow and 30
degrees, 60 degrees included angle, for converging air flow, or as
indicated on the drawings.
Square elbows, fittings and branch take -offs for low velocity shall be
designed, constructed and installed as recommended in Sheet Metal and
Air Conditioning National Contractors Association, Duct Manual,
r' Sections 1 and 2.
All round takeoffs shall be made with 26 gage conical type fittings for
803B-93
HEATING, VENTILATING AND AIR CONDITIONING 15180 - 1
HEATING, VENTILATING AND AIR CONDITIONING, CONT.
sheet metal duct. Taps to ceiling diffusers shall be furnished with a
factory installed balancing damper, positivelockingnut and air scoop.
Provide exterior wrap insulation around take -offs with damper control
exposed for easy access.
Round 28 gage sheet metal duct shall extend from take -off to within 4
feet of diffuser.
Other details of duct construction, stiffeners, access doors, hangers,
anchors and supports, duct joints, volume dampers, etc., shall be
specified and/or indicated on the drawings. Installation of items not
shown in detail or not covered by detailed specifications shall be as
set forth in the Duct Manual, Section 1 - Low Velocity Systems, of the
Sheet Metal and Air Conditioning National Association.
Splitters and Dampers: Dampers shall have accessible operating
mechanism, and where operators occur in finished- portions of the
building, operators shall be chromium plated with all exposed edges
rounded. Splitter dampers shall be operated by quadrant operators or
3/16-inch rod brought through the side of the duct with locking
.setscrews and bushing. Manual volume -control dampers shall be operated
by locking -type and quadrant operator. Dampers and splitters shall be
two gages heavier than duct in which installed.
Air deflectors shall be provided in all square elbows, duct -mounted
supply outlets, take -off or extension collars to supply outlets, and
tap -in branch -takeoff connections. Air deflectors shall be factory -
fabricated and factory- or field -assembled units consisting of curved
turning vanes or louver blades for uniform air distribution and change
of direction with minimum turbulence and pressure loss. Square elbows
shall be provided with curved vanes.
Duct supports shall be not less than two 1-inch by 26 gage thick
galvanized strap -iron hangers spaced one on each side of duct in
accordance with SMACNA Duct Manual.
DIMENSIONS
Rectangular lined trunk and branch ducts for supply, and return and
exhaust are dimensioned to the inside of the duct excluding liner.
Verify all dimension of existing ducts to insure insude-faces line
between new and existing ducts.
FLEXIBLE AIR DUCTS
Flexible duct shall be a factory fabricated assembly consisting of an
inner sleeve, insulation and an outer moisture barrier. The inner
sleeve shall be constructed of•a continuous vinyl -coated spring steel
wire helix fused to a continuous layer of fiber glass impregnated and
coated with vinyl. A 1-1/4 inch thick insulation blanket of fiber
glass wool shall encase the inner sleeve and be sheathed with an outer
moisture barrier of a reinforced mylar or neoprene laminate of low
permeability. The flexible duct shall be rated for a maximum working
velocity of 6000 FPM and shall be listed by the Underwriter's
Laboratories under their UL-181 standards as a Class l duct and shall
comply with NFPA Standard #90A. The flexible duct shall be equal to
Thermaf lex M-KA.
803B-93
HEATING, VENTILATING AND AIR CONDITIONING 15180 - 2
HEATING, VENTILATING AND AIR CONDITIONING, CONT.
7
L
7,
Support flex ducts with galvanized steel saddle 12" wide by 1/2 the
duct outside diameter and 1"x 26 gage galvanized straps support
structure.
Fasten flex duct to round adaptor or neck with steel or plastic
clamping strap.
Flex duct connecting to grills shall not exceed 4'-0" in length.
AIR DISTRIBUTION DEVICES
All items of air distribution shall be Krueger, Titus, or approved
equal, as shown on the plans and indicated herein.
All supply grills to have opposed blade dampers. Round grills to have
butterfly dampers.
ADJUSTMENTS: Upon completion of the work, the Contractor shall balance
all air systems so that all fans are delivering the scheduled CFM.
CLEANING, TESTING AND OPERATION: Before final acceptance of the work,
all equipment and materials shall be cleaned. Any damage to equipment
paint shall be repaired by this Contractor, using matching colors and
materials.
All motors shall be oiled with non -detergent motor oil, clean filters
shall be installed prior to final inspection of the work. All filters
shall be replaced.
All tests required by the Architect, by local and state authorities, or
as specified, shall be done by this Contractor, without additional
costs to the Owner. Defects found by tests shall be immediately
repaired and the tests repeated.
GUARANTEES: Refer to "Supplementary General Provisions for Mechanical
and Electrical."
803E-93
HEATING, VENTILATING AND AIR CONDITIONING 15180 - 3
SECTION 16110 - ELECTRICAL
RELATED DOCUMENTS
Drawings and general provisions of Contract, including General and
Supplementary Conditions and Division - 1 Specification Sections, apply
to work of this section.
DESCRIPTION OF WORK: The work to be done under this section of the
specifications consists of the furnishing of all labor, materials,
equipment, devices, supplies and certificate of inspection that may be
�^ required to complete and leave ready for operation the electrical work
specified, shown on the drawings, and required by code.
Work is not limited to but includes the installation of the following:
Removal and installation of existing light fixtures on existing
circuits as shown on the drawings.
Power and convenience outlets, fixture outlets, switches and
controls as shown on the drawings.
Conduits, junction boxes, outlets for telephone system.
Conduits, junction boxes and outlets for security system.
MATERIAL AND EQUIPMENT SCHEDULE: See "Mechanical and Electrical
Supplementary Conditions" and Division 1.
SUBSTITUTION OF MATERIALS: See "Mechanical and Electrical
Supplementary Conditions" and Division 1.
CODES: See "Mechanical and Electrical Supplementary Conditions".
Verify and install all systems
governing codes.
GENERAL WIRING REQUIREMENTS: See
Supplementary Conditions".
in accordance with local and
"Mechanical and Electrical
All wiring shall be installed in metallic raceways. Thin wall conduit
(Electrical Metallic Tubing) may be used (where permitted by other
N.E.C.), on all branch lighting and control circuits, except on conduit
runs made in or under slab -on -fill, or where exposed to the weather.
Galvanized rigid conduit shall be used for all feeder and power
circuits where electrical metallic tubing is prohibited.
Joints shall be made tight with standard galvanized steel compression
couplings and connectors at exterior or wet locations. Use steel set
screw connectors and couplings at other locations. End of conduit
shall be cut square and reamed and all joints brought butt -to -butt in
couplings.
Conduit connections to motors shall consist of twelve (12) inch length
(minimum) flexible conduit, with the rigid conduit securely fastened to
a wall or other non -vibrating support. Motor connections shall
terminate in conduit box or "Condulet" fitting. Conduit exposed to
weather shall have a durable plastic coating.
BRANCH CIRCUITS - LIGHTING AND POWER WIRING: The electrical Contractor
shall rework the existing system of lighting branch circuit wiring to
803B-93
ELECTRICAL 16110 - 1
ELECTRICAL, CONT
the various outlets. All wiring shall be substantially as shown on the
drawings. _
No branch circuit or switch leg shall be installed with wire smaller
than number twelve (#12) awg copper. For branch circuits so indicated on drawings or in excess of 100 feet in length, number ten (#10) copper
wire shall be used.
Special care shall be taken so that circuits are connected to the
panels in such an arrangement as to insure, insofar as possible, that
loads on the different phases at the panel are balanced.
COLOR CODING: In 120/208v, 3 or 4 wire system, phase conductors shall
be black, re, blue for.phases A, B, C respectively.
Neutral in all systems to be white.
Ground in all systems to be green.
DEVICES AND PLATES: General wiring devices and plates shall be
manufactured by General Electric, Hubble, and Leviton or approved
equal, and shall be similar to the following:
Provide light colored devices and plates at, light colored.walls and
dark colored plates at dark colored walls.
,MANUFACTURER GE HUBBLE
Quiet type switches 20A, 120/277 (W-S-896)
1 pole 5951 1221
2 pole 5 952 1222
3 way 5953 1223
Duplex receptacle -grounding
15 amp
20 amp
-isolated ground
15 amp
20 amp
Surge Suppression receptacle
20 amp
20 amp single with
isolated ground
5262 5262
4108 5362
IG-5262
IG-5362
5352
LEVITON
1221
1222
1223
5262
5362
5262-IG
5362-IG
5352
IG-5361 5361-IG
All lighting switches shown adjacent to door jambs shall be within 6"of
shown jamb.
Mount all switches and controls 48" above finish floor to centerline.
Mount all receptacles a minimum of 15 AFF to centerline for
handicapped.
COVERPLATES
For Flush Mounted Devices: Leviton, Hubble, G.E., Sierra, Slater,
molded area or phenolic, 0.100 thick with reinforcing ribs to meet UL
514. Color to match device.
803E-93
ELECTRICAL 16110 - 2
ELECTRICAL, CONT
Provide single type gang plates at single devices and equivalent
multiple configuration plates where two or more devices are
located together.
WIRE: All conductors unless otherwise noted or specified shall be
r N.E.C. type "TW" copper, with conductivity equal 98% that of pure
copper. All conductors and branch circuits shall be color coded in
accordance with paragraph 210-5, Article 210 of the N.E.C.
The insulation on all wire and cable shall be rated at 600 volts except
for the low voltage control or switching circuits which may be rated at
300 volts.
Number six (#6) and larger shall be stranded. All wire shall conform
to the requirements of ASTM, shall bear the Underwriters' approval and
shall have size, voltage, and code markings stamped on insulation.
OUTLET BOXES: In general, all outlet boxes shall be concealed where
possible, and shall be constructed of code gauge steel, galvanized
inside and outside.
Bracket outlets shall be installed at a height shown on the plans, or
as directed on the job. Switch outlets shall be installed four feet
(4'-0") above the finished floor, unless otherwise noted. Receptacle
outlets shall be installed fifteen (15) inches above the floor, and 8"
above cabinet tops, unless otherwise noted.
Where switches or outlets are shown to be located together, double,
triple or equivalent type gang boxes shall be used.
JUNCTION BOXES: Where shown, or required, junction or pull boxes shall
be provided, to facilitate pulling, splicing, taping, or nesting of
conductors. Such boxes shall be of adequate size to suit the purpose,
constructed of code gauge steel, galvanized outside and inside, and
securely fastened to the building structure, independent of the
conduit. Boxes installed outdoors shall be weather-proof, with
gasketed covers and corrosion resistant screws.
HANGERS AND SUPPORTS: This contractor shall furnish all necessary
hangers, brackets, clamps, etc., as required to properly support all
conduit and other devices and equipment in such a manner as to prevent
sag and undue strain. Cast "C" clamps, "U" straps or ring hangers
attached to rods and/or brackets and fastened to the building structure
by means of approved plates, shall be used for individual conduits.
Perforated straps or wire will not be permitted. Where necessary,
provide channel or angle supports or brackets for switches, starters
and other equipment.
SLEEVES AND INSERTS: See "Mechanical and Electrical Supplementary
Conditions".
LIGHTING FIXTURES: This Contractor shall furnish, install and wire
lighting fixtures as shown and scheduled. Each fixture shall be
complete with all necessary hangers, mounting devices, shades, stems,
canopies, louvers, reflectors, lamps and other devices required.
Lamps: All lamps are to be reduced wattage GE Wat-miser II, Lite-
White.
803B-93
ELECTRICAL 16110 - 3
ELECTRICAL, CONT
ROUGH -INS: This Contractor shall rough -in, and make final connections
to, all items of special equipment furnished under other sections of
these specifications. He shall be responsible for all such items which
may be shown on plans or other than the electrical section, and/or
specified in other sections of the specifications.
This Contractor shall familiarize himself with all requirements for
such. special devices, and shall include in his bid price all items
which may be required (but not furnished) by the equipment
manufacturer.
CONDUIT
All wiring of every description shall be run in conduit unless
specifically noted or specified to the contrary.
Low voltage control wiring may be run without conduit. Provide
Teflon coated U.L. listed cable in return air or plenum areas or run
wiring in conduit.
Conduits shall be.concealed in all finished parts of the building,
conduits shall be ,neat and parallel with each other and with the lines
of the building and shall be firmly secured in place by means of
approved hangers, straps, and screws, and expansion shields where
required.
Where conduits terminate at distribution, junction or outlet boxes,
they shall be secured thereto, with two locknuts and bushings. All
openings in conduits larger than 2" diameter shall have two locknuts
and insulation bushings. All openings in conduit, immediately upon
installation, shall be capped for protection against entry from foreign
matter, pending pulling in wires.
All cutting of .conduits shall be done squarely with:a hacksaw and not
with a pipe cutter, the ends to be reamed and all burrs removed after
the application of thread -cutting dies.
All lateral runs of conduits whenever possible'and_practical shall be
installed so as to provide a natural drain for condensation without
pockets or traps where moisture may collect.
Fish wire shall be left in all empty conduits.
GROUNDING: All conduit work, and other electrical equipment wired and
connected by this contractor, shall be.effectively and permanently
grounded in accordance with N.E.C. and local codes.
A green equipmentgrounding conductor shall be connected to all panel
enclosures, motors, and other items of equipment requiring power. Note
that telephone gear enclosures and related items are not included in
this requirement.
WARRANTY: This Contractor shall be held responsible for all defects in
equipment, materials, and workmanship for a period of one (1) year
after final acceptance of job. He shall repair or replace any defects
of material, equipment, or workmanship without expense to the Owner
during the warranty period.
803B-93
ELECTRICAL 16110 - 4
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RESOLUTION