HomeMy WebLinkAbout1970 f^ y■ , l
y f nr A I r " lu "a ryA Ij } , .q Y 6 * : .y f # Y 'A! y~, la
719, WW
P., i rte' • i r '.a ~ s of ai "'yy/~~F , i 1~ ~ '1
t
`~t?' ~ n , i•~ Y a .f -'t :A qr~.~ ~l ~1r~ .IR ~j , ';'7 ,Sp' ~ E;c~ywa~ xc~# 4~TT~O'° iNir S
1 ~'C►I~
1~8'STA' PM N04 I' FOR,
The city off',. }whton; Texas
ARCHIT,iCTU tA[,, ANO ftRUCTURAL
t ,
r f „ n ~'Y•
Y
r X17 ' ►y'~ ,z Bo'4ihO i-
Two
r~
r ~ ~ n' f1{. a ~~•~h1 ~,~'w4 i yjY:z Cdr~~ YI r ~I~'r .ry 1r~~.:i 1 sr j Sr%y'.
If f 11 M~ , F > ,i r , fi PIS v 1
r
r. i 5 ~ .t ;yrtl,; ~ Y~.,'r o- r • ' ~t f, 6r>' ~i. ,4 t. 1a 41i
r, i, i nr y ~rF I I~ "1 i' %k'J`d ,Arr'7r~aY S'H5~ ~i i.Yl v~'
411
THE AMERICAN INSTITUTE OF ARCHITECTS
A)A Document A101
Standard Form of, Agreement Between
Owner and Contractor
where the basis of payment Is a
STIPULATED SUM
Use only with the latest Edition of AM Document A201, Ceneral Conditions of the Contract for Construction.
Tnis document has important legal consequences, consultation with an attorney is encouraged with respect to its
completion or modification.
AGREEMENT
made this day of August in the year of Nineteen
Hundred and seventy
BETWEEN
City of Denton, Texas the Owner, and
Bert Moore Construction Company the Contractor.
3005 University Drive Bast
Denton, Texas
~r
The Owner and the Contractor agree as set forth below.
AIA DOCUMENT AM OWNER•CONTRAC(OR AGREEMENT s SIMMER 1961 EDITION ~ AIAS I
01961 THE AMERICAN INSTItUTE OF ARCHITECTS, 1113 N. V. AVL, N,W, WASH,, D. C. 20006
rr.
7777777 "qw
777771
ARTICLE 5
CONTRACT SUM
The Owner shall pay the Contractor for the performance of the Work, subject to additions and deductions by Change
Order as provided In the Conditions of the Contract, in current funds, the Contract Sum of
(Staff here the lump sum smounp unll prices, or both, At dr•stred,)
One hundred eleven thousand, nine hundred forty-one dollars
($111,941.00)
Unit prices for any additional work ordered by the Owner shall tie
performed foiel al-net cost of all labor and materials furnished, plus
twenty percent (20%) for overhead and profit as set forth in Sup..
plementary General Conditions, Section 1.
ARTICLE 6
PROGRESS PAYMENTS
Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment Issued
by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as pro-
vided In the Conditions of the Contract as follows;
On or about the 10th day of each month 90 per cent of
,be proportion of the Contract Sum property allocable to labor, materials and equipment Incorporated in the Work
and 90 net cent of the portion of the Contract Sum properly allocable to materials and
equipment suitably stored at the site or at some other location agreed upon In writing by the parties, up to the
last day of that month, less the aggregate of previous payments In each case; and upon
Substantial Complccion of the entire Work, a sum sufficient to Increase the total payments to 100
per cent of the Contract Sum, less such retainages as the Archileet-shall determine for all incomplete Work and
unsettled claims. Owner
(Here tnerr enrproviVons made for hmttina or rrdudna the amount reulned after the WA wches 1 certain twee of completion 7
AIA DOCUMENT A141 OWNER-CONTRACTOR AC;REEMINT . SEPTUABER 1967 EDITION AIA® 3
019x,7 THE AMEKICAN INSTITUTE of ARCHITECTS, 17J5 N, Y. AVE., N.W., WASH., O, C. 2M
77 l7 t al' iP 7 7
l • {Y M1I 1 rS 'f A, 4
ARTICLE 7
FINAL PAYMENT
Final payment, constituting the entire unpaid balance of the Conlra+;t Sum, shall be paid by the Owner to the Contractor
30 days after Substantial Completion of the Work unless otherwise stipulated In ilia
Certificate of Substantial Completion, provided the Work has then been completed, the Contract fully pedotmed,
and a final Certificate for Payment has been issued by the Architect.
ARTICLE 8
MISCELLANEOUS PROVISIONS
8.1 Terms used In this Agreement wh',ch are defined In the Conditions of the Contract shall have the meanings
designated in those Conditions,
8.2 The Contract Documents, which constitute the entire agreement between the Owner and the Contractor, are listed
In Article 1 and, except for Modifications Issued after execution of this Agreement, are enumerated as follows:
(list below the Agreement, Conditions of the contract (C+neral, Supplementary, and other Condifinnr), Urawfngi, Speddcallon, Addenda and auepied
Altetnaus, showing pole or sheet numbers in all uses and dues where applicable}
Standard Form of Agreement Between Owner and Contractor
General Conditions
Supplementary General Conditions
Architectural Drawings, Sheets 1 through 14
Specifications, Divisions 1 through 10 and 15 through 16
Addenda Noe 1
Invitation for Bids
Bid Proposal as submitted by Contractor
Executed Performance Bonds with Power of Attorney
Executed Payment Bond, with Power of Attorney
AIA DOCUMENT Alit s OWNER•CONIRACIOR AGREEMENT s SEPTEMBER 1967 EDITION s AIAA 4 k
0190 THE AMERICAN INSTITUTE OIt ARCHITECTS, 1731 N. Y, AVE., N,W„ WASH, D, C. 70006
„.s V
ARTICLE 1
THE CONTRACT DOCUMENTS
The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary anti other
Conditions}, Drawings, Specifications, all Addenda Issued prior to execution of this Agreement and all Modifications
Issued subsequent thereto, These form the Contract, and all are as fully a part of the Contract as if attachetf to this
Agreement or repeated herein. An enumeration of the Contract Documents appears In Article 8.
ARTICLE 2
THE WORK
The Contractor shall perform all the Work required by the Contract Documents for Bid No. 70-0•11950
a Piro Station for the City of Denton, Texas.
Union abute the uptton descnpth# of the Woth as the on other Contract Documents I
ARTICLE 3
ARCHITECT
The Architect for this Project Is Gerald B. Stone individually, and The Architectural
Collective, Suite 317, Rayzor Building, Denton, Texas.
ARTICLE 4
I
TIME OF COMMENCEMENT AND COMPLETION
I
i The Work to be performed under this Contract shall bb- commenced September 10 1970
and tompleted
!Herr Invert any apecfal provblona for NyWdared damages relating ro ralfure to complete on tfineJ
i
March 1, 1971
See Division 1B-12 in the Specifications for Liquidated Damages.
AIA DOCUMENT A141 r OWNtR-CONIRACTOR AGREEMENT a StPTEMBIR 1967 EDITION • AIAA 2 ^a
01%7 THE AMERICAN INSTITUTE Of ARCHITECTS, 17)5 N. Y. AYE.I N.W., WASH,, D. C 20006
This Agreement executed the day and year first written above.
CONTRACTOR
ar y o t e eco art
B/,'
I f "
I
Sort Moore Construction Company
A
The City of Denton Texas
?i~ arty o t e rst art R
ilr l1bolt City of Denton, yexas. reta ry /
4044GALMI: exan or n ay, or
City of DentonTexas
rney
AM DOCUMENT A111 i OWNtR-CONTRACTOR AGREEMENT S(PtEM/ER 1961 IDITION . A1A•
01961 THE AMERICAN INSTITUTE OF ARCHITECTS, 1733 N. Y. AVC, N,Wr, WASH., E) . C. 20006 b
14 1
CERTIFICATE OF INSUReCE
This is to certify that Hardware Mutual Casualty Co/Hardware Dealers Mutual Fire
Insurance Co has issued to the insured named herein and kind of insurance as is
indicated herein, by specific limits of liability and policy number, and that such
insurance is in force to the end of the term shown on this certificate.
Insured: BERT MOORE OBA BERT MOORE CONSTRUCTION CO
Address: HIGHWAY 24E, P 0 BOX R511B, DENTON, TX
Issued At: Dallas, Texas
Date: 2 1 71
Kind of. Insurance: 8UILDEFsS' RISK - REPORTING
Policy Number: 42-0795+-14
Term: CONTINUOUS From 2 1 71 To UNTIL CANCELED
Limits of Liability 2 O.O 0 .on structures located in towns protected by
paid fire department.
200,000 on structures located in towns unprotected
Policy contains $ SO deductible.
If cancellation or change occurs during the term or terms of such policy or policies,
and after the date of this certificate, in such manner as to affect this certificate,
10 days written notice of such cancellation or change will be given to the firm or person
named below, in accordance with whose requirements this certificate is issued. Notice
by regular mail addressed shall be sufficient compliance with this provision.
Building being constructed for: CITY OF DENTON
-GERALD STONE
HE ARCHITECT COLLECTIVE - RAZOR BLDG
DENTON, TX
AGENT
M•b66
O~ A~v 1
CHANGE OWNER
ORDER CONTRnc~OR
AfA DOCUMM'l G701 0111E
TIiER
PROJECT: Denton Fire Station # 3
(name,arldress) 1204 FIoCOr',,licl'.
TO (C(inlraclor)
Bert ?'.oore Conntruotion Co. AR('IIIlEC1'S PHO)ECr NO:
P#2 Box 511'3 CONTRACF If )N
Denton, 'texas '?6201
• CONIRACF DAIL August 2~, 1970
You are directed to make the ((Wowing changes to This C011ract;
Construct h"aintonancePad of 611 RI Concrete at J~Torth of building east
of driveway, 20 x 521 , with one additional hose bibb attached to
North aide of building,
Oinit sidewalk at West of building.
The above is 6escribed on Architects revised plot plan dated October
20,1970.
Omit 15# Felt :-Toiaturo Parrier under interior concrete slabs .u use
• intetj~rsl waterproofing, X H 100 in tho concrete.
The original Contract Sum was . . . . . . . . s` . S 111, 941.00
Net change by previoui Change Orders . . . . . . ' . . . . . $ ?lone
The Contract Sum prior to this Change Order was , ,
i11~*50
The Contract Sum will be (in(reased) (~~.t) (w.r,~p,l,i by Ihic f.hange Qrr'<sr 676
The new Contract Surn including this Change Order xill he 679.50
The ('rintracl Time will be aa►~asa~.l) rr.(j (unchanged) by S 1].2,61c}.50 '
The Fate of Completion as of the date. of Ihis Change Order therefore is { )nays.
e Architectural (Iolleoti Bert I" rre Const. Co. Ci
,~}~'yu'c_llll( r a ` ty of Denton
)y
~?';eyzor Wilding ~f rN Cry 1 tir
Address Yeenton
Addwss A,Mrrs. -
AY ~~il
. BY f1V _
PATE _.41 3- O_ UATr
MTE OF ISSUANCE CHANCE ORDIR NUMBER 4
A1A nocuMiNr Will • OIANG! ORDtK s stn? M11fR txb 101fIUN AW) IM
AMCRICAN INS'111UTE ()F ARCNI!tt 15, 1745 NEW YORK AVE, NW, WMIIING10N, It. ONE PACE
C. 7f{>Ur,
-11 1r
} J;N9RAL S P E C IF IC AT I0 N3 INDEX
DIV SIO"J 1 - CEIJF;RAL REQUIRETWNTS PA_ 0M
IA Notice to Diddera 1 _ 2
1D Instructions to Kidders 1 - 3
1C Proposal Foni 1
1D General Conditions 1 -lb
DIVISION 2 SITE WORK
2A Site Improvements 1
2B Excavation 1 _ 2
DIVISION-2 CONCRETE YJORK
3A Reinforced Concrete 1 - 7
Z IS IOIJ 4 - TM30NRY
4A 1,:asonry l - b
4VISION 5 - METALS: STRUCTU AL RAND MISC.
5A Structural Steel 1 - 3
5B Miscellaneous Metal Work 1
,IS ION L „ CARPENTRY
bA Carpentry 1 - 4
bB Millwork 1 _ 4
DIVISION, ? --MOISTURE SECTION
7A Roofing and Roof Insulation 1 2
7D Waterproofing and Dampproofing 1
7C Calking 1
7D Sheet Nletal Work 1
7E Insulation 1
DIVISIO:J 8 -DOORS, WI1404S. AND GLASS
8A Hollow Metal Work -
1
8B Windows 1 - 2
80 Glass and Glazing 1
8D Aluminum - Glass Entrances 1
T ~ V
v
0ENERAL SPECIFICATIONS INDEX
~;tYI5ION 9 FINISHES
9A Pain+ing
1 7
9B Resilient Flooring 1 _ 2
9C Acoustical Treatment 1 - 2
9D Ceramic Tile 1
kUJ ION 10 - SPEC'ALITIFS
10A Finish Hardware 1 - 7
Ill}(~SION 11: 121 131 11.
(None in this Project)
IUIYISION 15 - MECHANICAL
15A Heating, Ventilation and
Air Conditioning 1 -13
15B Plumbing 1 -14
JUYISION 16 - SLEOTRICAL
16A Electrical 1 -12
I
7 7-7-
77
t
Page 1
DIVISION 1 GENERAL. R1:UIREML?NTS
IA NOTICE TO BTDDIiRS
1A-1 SEALED PROPOSALS:
Sealed proposals will be received by the City of Denton, Texas,
hereinafter referred to as the Owner at the office of the City
Manager of the City of Denton, Municipal Building, Denton, Texas,
until 2:00 P.M, on July 29, 1970 at which time the bids will be
opened publicly by the Owner.
IA-2 DESCRIPTION OF WORK
This project consists of the construction of a new fire station
for the City of Dentbn, Texas. See Plot Plan for location of
property.
IA-3 PLANS AND SPECIFICATIONS
The Architectural, Structural and Mechanical Drawings are bound
as one set.
'The Specifications are bound its one set. t
1A-4 BIDS
Shall be submitted on Proposal Form furnished by Architect.
IA-5 QUALIFICATIONS OF BIDDERS
Each Bidder shall be prepared, if, requested by the Owner, to
present evidonce of his experience, qualifications and financial
ability to execute the terms of the contract. This requirement
shall in no way relieve the General Contractor or Sub-Contractors
from responsibility set forth in these specifications,
IA-6 BID SEC(JRITY
Bid Security in the amount equal to 59 of the amount of the total
Contractors proposed is required,
IA-7 OWNER RIGHT
Owner reserves the right to reject any or all bids and waive
informalities ox minor irregularities in the bidding procedure,
,
77~7' IF ;7 1- -IT
1.
Page 2
DIVISION 1 GENERAL. REQUIREMENTS
IA-8 PERFORMANCE BONDa
Contractor shall furnish a Surety Bond in the amount of and at
least equal to 1M6 of the Contract Price as security for the
faithful performance of this Contract and for the payment of
all persons performing the labor and furnishing materials in
connection with this Contract.
1A-9 BID DEPOSIT
Plans and Specifications for the above project may be obtained
from the Architect, The Architectural Collective, at the office,
317 Rayzor Building, Denton, 'texas upon depositing with the
Architect the sum of $100.00. This deposit is for two (2) sets
of plans and specifications and will be refunded in full upon
return of the plans and specifications in good condition within
seven (7) days after the bid opening date. Additional plans
and specifications may be obtained by payment to the Architect
of $40.00, ($25,00 for plans and $15.00 for specifications).
This emount will be retained by the Architect as reimbursement
of cost of reproduction.
"7P., e7 F;. 7T7~
y
i~
L
Page 1
DIVISION _1_ GBNBRAL REQUIREMF,NTS
is INSTRUCTIONS TO BIDDERS
l i3-1 SCOPE:
The work to be performed hereunder includes the furnishing of
all labor, materials and equipment necossary for the colistruction
of Fire Station No. 4, Denton, Texas, Project as shown an,; de-
scribed in the Drawings and Specifications,and Contract Documents.
1B-2 EXAMINATION OF SITE:'
Bidders shall examine tho existing site to determine all condi-
tions at the site effecting their proposal,
1B-3 PROPOSAL FORMS:
Bids shall be submitted on %he Proposal Form furnished by Archi-
tect which is a duplicate of the form bound in this specification.
Do not ramovo form from Specifications. Proposals will be re-
ceived by Owner, City of Denton, Texas, on or before 2s00 p,M,
July 29, 1990,
Oral, telegraphic or telephone proposals or modifications will
not be considered, Bids will be opened following the closing
time dated above. All blank spaces on forms must be fully filled
in and all amounts must be written in words as well As figures.
Mark on the envelope "Proposal for Oot:struction of Fire Station
No, 4, Denton, Texas:" Signatures must be in long hand executed
by a Principal duly authorized to make contracts, Builders
legal name shall be fully stated, the complete forms shall be
without interalienation, alterations or erasures, When requested
by the Owner, satisfaotory evidence of the authority of the
officer signing in behalf of the corporation or company shall
be furnished.
1B-4 INTERPRETATIONS:
Should a bidder find discrepancies or ambiguities in or omissions
from the Drawings or Specifications, or shall he be in doubt as
to their meanings, he shall notify the Architect at once, Cor-
rections or changes, if necessary, will be made in written bul-
letins to all bidders prior to bid date and receipt of same shall
be noted on the form of Proposal, Aeohiteot or Owner will not be
responsible for oral instructions, Yt shall be the rosponsibi•
lity of all bidders to thoroughly examino the brawings, Speci-
v •r -n:
Page 2
DIVISION 1 GENERAL, REQUIREMTS
1B INSTRUCTIONS TO BIDDERS
lB-4 INTERPRETATIONS (CONTD)
fications, and site to become familiar with alx conditions and
limitations and include in their Proposal a sum to cover the cost
of all items included in the Contract,
1B-5 REJECTION OF BIDS:
The owner reserves the right to reject any and all bids when
such rejection is in the interest of Owner; and to reject the
bid of bidder who, in the opinion of the Owner or Architect,
is not in a position to perform the Contract.
1B-6 WITHDRAWAL. OF BIDS !
Bids may be withdrawn on written request received from Bidders
prior to the time fixed for the opening. Negligence on part of
bidder in preparing his bid does not give him right to withdraw
his bid after it has been opened. No Bidder may withdraw his
bid for a period of 30 days after opening date,
18-7 AWARD OF THE CONTRACT:
It is the intention of the Owner to award a contract as soon as
possible to the best responsible bidder provided his bid is
reasonable and it is the interest of the Owner to accept it.
Owner reserves and shall have the right to waive formalities
in bids received when such waiver is in the interest of the Own-
er, also to accept any iteris in the bid. The Owner is not obli-
gated to accept lowest bid and in the event that an Alternate or
group of Alternates which the Owner accepts causes a bidder other
than the apparent low bidder to become a low bidder, then the
Owner especially reserves the right to select the alternates
which are to his best interest.
1B-8 RETURN OF BID SECURITYs
Bid Bonds, certified checks or other approved bid security will
be returned to unsuccessful bidders within seven (7) days after
bids are opened except that bid securities of the 3 low bidders
be held until a contract is completed with the successful bid-
der, then bid securities of these unsuccessful bidders will be
returned within 7 days following.
,
c~ 4 !i ~Y d4 - ^ ~C Y'• Y r i. 4 •i' ~ .•l
i
j'
Page 3
t
DIVISION 1 GENERAL REQUIREMENTS
1B INSTRUCTIONS TO BIDDERS
1B-9 BULLETINSt
Information contained in all bulletins to bidders shall be incor-
porated in the Proposal and become part of the Contract Documents$
Specifications and Drawings as though originally written the
Bidders shall acknowledge receipt and comply with all bulletins
on form of proposal in space provided.
I B-10 BQNDS:
Refer to Section lA for Bid blond and Performance Bond information.
1B-11 CONTRACT TIME:
The successful Contractor shall be required to complete work on
or before MArch 1, 1971
1B-12 LIQUIDATED DAMAGES:
If the work is not completed on or before the above-specified
date, the Contractor will be required to pay the sum of $100,00
per calendar day for each dayts delay beyond the completion date.
r
i
I'M
a ;S: y+ •r s s i a :1:'' ° "1 r7 r 1 von ~F 4 .°d~ "n S Y W [ Gy
S
Page l
nIVISION 1 GE142RAL Rr~~UIRE1.1ENTS
1C PROPOSAL FORM
PROPOSAL for erection and con-
struction of Fire Station No. 4 for the City of Denton, Texas.
CONTRACTORS will note that Pro-
posal must be made on this actual form. Other proposals not
accepted. Complete all blanks All prices shall be in both
figures and writing. Proposals shall be enclosed in an opaque
sealed envelope, marked on the outside: "Proposal for the
• labor to be performed and the material to be furnished in the
erection and completion of Fire Station No. 4, Denton, Texas,"
and addressed to:
John Marshall
Purchasing Agent
City of Denton
Dencon, Texas
THE UNDERSIGNED, in compliance
with your Notice to. Bidders and the Invitation for Bids therein
contained for the erection and completion of the new fire station,
havingg.examined the Plans, Specifications and related documents,
anu'the`site of the proposed work, and being familiar with all of
the conditions surrounding the erection and comlotion of.the
proposed Project, hereby proposes to furnish al? labor, material,
811pplies and services to erect and complete the Project in aceor-
dance with the Contract Documents within thA timo set forth
herein and at the prices stated below. These prices are to cover
all expenses incurred in performing all of the work required under
the Contract Documents, including addenda, of which this Proposal
is a part, and shall include General work, Plumbing, Heating -
Ventilating and Air Conditioning and Electrical work. Certain
specified items of work and material are priced separately.
THE UNDERSIONED,agrees, if'awarded
the contract, to complete it on or before March 1, 1971.
Contractor further agrees that he shall pay or allow the Owner
to deduct from any sLn s due Contractor the sum of :100.00 for
each calendar day thereafter, Sundays and Holidays included that
the work remains uncompleted, which sum is agreed upon as tie
propoor measure of liquidated damages which Owner will sustain
each day because of the failure of Contractor to complete the
work within the time stipulated.
THE BIDDER acknowledges receipt of
mod"
Page 2
a
DIVISION 1 GENERAL REQUI? LMENTS
lc PROPOSAL FORM (CONTD)
the following addenda:
This Proposal does not include
landscaping, drapery, radio equipment, furniture, or metal lockers.
These items of work will be performed by Owner under separate
contract.
PROPOSALSt
Plans are drawn showing the bu~flding complete. Base Bid is for
performing all of the work described in the Specifications and
shown on the Plans.
Base Bid Sum (Including Performance Bond)
Dollars, )
UNIT PRICES t
THE UNDERSIGNED General Contractor agrees to furnish all labor
and materials for any additional work ordered by the'Owner and
for which no pre-agreed price has been fixed for the net cost of
all labor and materials furnished, plus per cent
for overhead and profit, as set forth in Supplementary General
Conditions, Section 1.
UPON RECEIPT of Notice of the Acceptance of this Bid, I (We)
shall execute formal contract within ten (10) days and will
deliver required bonds guaranteeing the faithful performance of
this Contract. The bid security attached hereto, without en-
dorsement, in the sum of
Page 3
DIVISION 1 GENERAL REQUIREMENTS
1C PROPOSAL FORM (CONTD)
UNIT PRICES: (CONTD)
is to become the property of the Owner in the event that contract
and bonds are not executed within time above set forth as liqui-
dated damages for delay and additional expense caused thereby.
• V
IT IS AGREED that the Owner reserves the right to waive informa-
lities and to reject any or all bids.
Respectfully submitted,
BY
Bus ness Address
(SEAL) IF BID IS
BY A CORPORATION
PRINCIPAL SUB-CONTRACTORS
Mechanical
Plumbing
Electrical
Roofing
Hardware
Painting.
Masonry
Page 1
DIVISION 1 GENERAL REQUIREMENTS
1D GENERAL CONDITIONS 1ND
SUPPLEMENTARY GENERAL
CONDIT15W
y 1D-1 GENERAL CONDITIONS;
Standard Form "The General Conditions of the Contract for the Con-
struction of Buildings, American Institute of Architects, roocu-
ments #A-201, 1961 Edition," shall apply to work, except insofar
as they are modified, amended, waived or changed by these Supple-
mentary General Conditions. Copies of General Conditions are on
file and may be referred to in the Architects office.
ID-2 MODIFICATION OF GENERAL
CONDITIONS:
A. Article 15 - "Changes in Work" - The following words are
hereby eliminated from lines 15 and 16 of Article 15 on
page 4 to wit; +1 . . , or written order from the Architect
stating that the Owner has authorized the extra work or
change."
a. Article 18 - "Delays and Extension of Time" - the follow-
ing sentence shall be added to the'last paragraph, Article
180 Page 5, immediately following the word"Documents."
"Provided, the Contractor shall not be entitled to compen-
sation for any loss, cost or expense, sustained by reason
of delay in the completion of the work from any cause
whatever."
C. Article 25 - "Certificates of Payment" - The last
of Article 25 paragraph
page 6, reading as follows; "Should the
Owner fail to pay the sum named in any certificate of the
Architect's, or in any award by afbitration, upon demand
when due, the Contractor shall receive, in addition to the
sum named in the certificates, interest thereon at the
legal rate in force at the place of building," shall. be
and the same hereby is, eliminated and stricken out.
D. Article 27 - ++Contractor's Liability Tnsurance++ - Article
27, appearing on page 6, shall be and the same hereby is,
modified by adding thereto the followings "Adequate truck
insurance will be carried on all trucks used by Contractors
and Subcontractors on this project."
,
Pago 1
DIVISION 1 GENZRAL RS UIRENENTS
1_C PROPOSAL FORM
PROPOSAL for erection and con.
struction of Fire Station No. 4 for the City of Denton, Texas.
CONTRACTORS will note that Pro-
posal must be made on this actual form. Other proposals not
accepted. Complete all blanks. All prices shall be in both
figuras and writing. Proposals shall be enclosed in an opaque
sealed envelope, marked on the outside: "Proposal for the
labor to be performed and the material to be furnished in the
erection and completion of Fire Station No. 4, Denton, Texas)"
and addressed to:
John IVarshall
Purchasing Agent
City of Denton
Denton) Texas
T}CE UNDERSIGNED, in compliance
with your Notice to Bidders and the Invitation for bids therein
contained for the erection and completion of the new fire station,
having examined the Plans, Specifications and related documents)
and the site of the proposed work, and being familiar with all of
the conditions surrounding the erection and completion of the
proposed Project) hereby prdposes to furnish all labor) material,
supplies and services to erect and complete the Project in aocor-
dance with the Contract Documen•Cos within the time set forth
herein and at the prices stated below. These prices ar6 to cover
all expenses incurred in performing all of the work rOquired under
the Contract Documents, including addenda, of which this Proposal
is a' art, and shall include General work, Plumbing, Heating
Ventilatingg and Air Conditioning and Electrical work. Certain
specified items of work and material are priced separately.
THE UNDERSIGNM agrees, if'awarded
the contract) to complete it on or before March 1, 1071.
Contractor further agrees that he shall pay or all 3w the Owner
to deduct from any sums due Contractor the sum of .100.00 for
each calendar day thereafter, Sundays and Holidays included, that
the work romaine uncompleted, which sum is agreed upon as the
propoer treasure of liquidates demages which Owner will sustain
each day because of the failuee of Contractor to complete the
work within the time stipulated.
THE DTDI)Ea acknowledges receipt of
a 0% Page 2
DIVISION 1 GENERAL REQUIREMENTS
1C PROPOSAL FORM (CONTD)
the following addenda:
not
inc,ic
landscaping, drapery, radio equipment, furniture, ormetal~lockers.
These items of work will be performed by Owner under separate
contract.
PROPOSALS:
Plans are drawn showing the building complete. Base Bid is for
performing all of the work described in the Specifications and
shown on the Plans,
Base Bid Sum (Including Performance Bond)
Dollars,
UNIT P~ RICES:
THE UNDERSIGNED General Contractor agrees to furnish all labor
and materials for any additional work ordered by the-Ow-nor and
for which no pre-agreed price has been fixed for the net cost of
all labor and materials furnished, plus
for overhead and (r) per cent
profit as set forth in Supplementary General
Conditions, Section 1.
UPON RW2IPT of Notice of the Acceptance of this Bid, I (we)
shall execute formal contract within ten (10) days and will
deliver required bonds guaranteeing the faithful performance of
this Contract. The bid security attached hereto, without en-
dorsement, in the sum of
Page 3
DIVISION 1 GENERAL REQUIREMENTS
1C PROPOSAL FORM (CONTD)
UNIT PRICES: (CONTD)
is to become the property of the Owner in the event that contract
and bonds are not executed within time above set forth as liqui-
dated damages for delay and additional expense caused thereby.
IT IS AGREED that the Owner reserves the right to waive informa-
lities and to reject any or all bids.
Respectfully submitted,
BY
(Business Address)
(SEAL) IF BID IS
BY A CORPORATION
PRINCIPAL SUB-CONTRACTORS
Mechanical
Plumbing
Electrical
Roofing
Hardware
Painting
Masonry
'ice , h
Page 2
DIVISION 1 GENERAL REQUIREMENTS
1D GENERAI. CONDITIONS AND
SUPPLEMENIARY GENERAL
CONDITIONS
1D-2 MODTPICATION OF GENERAL
CONDITIONS: (CONTD)
B. Article 29 - "Fire Insurance and Extended Coverage," ap-
pearing on pages b and 7 of said General Conditions, is
hereby eliminated and stricken out, and in lieu thereof
the following shall be substituted: "The Contractor shall
effect and maintain insurance against fire, windstorm,
tornadoes, and such hazards as are customarily and usually
covered by insurance upon the entire structure on which
work of this contract is to be done and upon all materials
in or adjacent thereto and intended for use thereon, to at
least 80% of the insurable value thereof. The loss, if any,
is to be made adjustable with and payable to the Treasurer
of the Owner, as Trustee, for who:. it may concern.
All policies shall be delivered to the Treasurer of the
owner, but they shall be open to inspection by the Contrac•
for at all reasonable times.
"The Trustee shall deposit any money received from in-
surance in an account separate from all his other funds,
a:id he shall distribute it in accordance with such agree-
meet as the parties in interest may reach, or under an
award of Arbitrators appointed, one by the Owner, another
by joint action of the other parties in interest, all other
procedures being as provided elsewhere in the Contract for
Arbitration, If after loss no special agreement is made,
replacement of injui;--d work shall be ordered and executed
as provided for changes in thei work.
"The Trustee shall have power to adjust and settle any
'loss with the insurors unless one of the C3ntractors inter-
ested shall object in writing within throe (3) working days
after the occurrence of the loss, in whin event Arbitra-
tors shall be chosen as above. The Trustee shall, in that
case, make settlement with the insurors in accordance with
the directions of such Arbitrators, who shall also, if dis-
tribution'by Atbittation is r9quired, direct'such distri-
bution."
Page 3
DIVISION 1 GENERAL REQUIREMENTS
1D-2 MODIFICATION OF GENERAL
CONDITIONS: (CONTD)
F. Article 32 - "Liens," on page 71 is hereby eliminated anti
stricken out, and in lieu thereof the following shall be
substituted:
"Should the Contractor cause damage to any other Con-
tractor on the work, the Contractor shall agree upon due
notice to settle with such other Contractor by agreement,
or by arbitration, if the other Contractor will so settle.
If such other Contractor sues the Owner on account of any
damage alleged to have been caused by the Contractor, the
Owner shall notify the Contractor of the institution of
such suit, and the Contractor shall defend any such suit or
proceeding at his sole expense; and if any judgment against
the Owner arises therefrom or by virtue thereof, the Con-
tractor shall pay or satisy such judgment in full, and
shall likewise pay all costs or expenses incurred by the
Owner in connection therewith."
"Should the Contractor fail or refuse to defend any
such action, or to pay any such judgment, he agrees to re-
imburse, indemnify, protect and save the Owner harmless
from any 'loss, cost, damage, or expense sustained, paid
or incurred by the Owner in connection therewith."
G, Article 34 - '-Mutual Responsibility of Contractors"
Should the Contractor cause damage to any separato Con-
tractor on the work the Contractor agrees, upon due
notice, to settle with such contractor by agreement or
arbitration, if he will so settle. If such separate Con-
tractor sues the Owner on account of any damage alleged
to have been so sustained, the Owner shall notify the
Contractp!:, who shall defend such proceedings at the
Contractor's expense, and, if any judgment against the
Owner arias therefrom, the Contractors shall pay or satis-
fy it and pay all costs incurred by the Owner.
H, Article 38 - "Architect's Status," on page 9, shall be and
the tame hereby is amended by adding thereto the followings
"The Architect shall have supervision and the direction
of the work. Said Architect is the agent of the Owner only
to the extent provided in the contract documents, or when,
in special instances, he is authorized by the Owner to act
on its behalf and in such instance he shall, upon request,
show the lbntractor written authority The Architect shall
have the authority to atop the work whenever such stoppage
may be necessary to insure the proper execution of the Con-
tract."
Page 4
DIVISION 1 GENERAL. REQUIREMENTS
1D-2 MODIFICATION OF GENERAL
CONDITIONS: (CONTD)
I, Add Article 45 - "Compliance with State and Federal Laws19 -
Contractor assumes full responsibility for the payment of
all contributions and payroll taxes (State and Federal) as
to all subcontractors and employees engaged in the perfor-
mance of work pursuant hereto, and further agrees to check
and meet all requirements that might be Speclfied under
regulations of the Administrative officials or board charged
t with the enforcement of any State or Federal Act on the
subject referred to. Contractor agrees to furnish Owner,
upon request, a certificate or other evidence of compliance
therewith."
1D-3 DEFINITIONS:
Wherever the words herein defined, or pronouns used in the stead,
occur in this contract and these specifications, they shall have
the meanings herein given.
A. The word "OWNER" shall mean the City of Denton, Texas,
acting through its duly authorized representatives.
i
,j 86 The word "TREASURER" shall mean the Acting Officer of the
s City of Denton, Texas, acting through its duly authorized
representatives.
i0k C. The word "ARCHITECT" shall mean The Architectural Collective
ti of City of Denton, Texas, or their properly authorized agents,
assistants, inspectors, or superintendents, acting severally
within the scope of the particular duties entrusted to them.
D. The word "CONTRACTOR" shall mean the person, (s), partner-
ship, Company, firm or corporation entering into the Con-
tract for the performance of the work required for it, and
the legal representative of said party, or agent appointed
to act for said party in the performance of the work,
E. The word "SURETIES" shall mean the bondsman or party or
pp_-Lies who have made sure the fulfillment of the require-
ment of the Contract by bonds, and whose signatures are
attached to said bonds.
777-7j~~
Page 5
DIVISION 1 GENERAL REQUIREMENTS
1D GENERAL CONDITIONS AND
SUPPi.EMENTARY GENERAL
CONU,TI ONS
1D-3 DEFINITIONS (CONTD)
The word "CONTRACT" shall mean, collectively, all of the
F.
covenants, terms and stipulations contained in the various
portions of the Contract, to-wit: Advertisement, Specifi-
cations, Plans, Instruc,.i.:ns to Bidders, Bids, Contract
and Bonds.
G. The word "ADVERTISEMENT" shall mean all of the legal publi-
cations pertaining to the work of this contract.
The word "SPECIFICATIONS" shall mean, collectively, all the
H.
terms and stipulations contained in those portions of the
contract known as nsnConditions, General, Meehani-
tions, Supplementary General
and Electrical Specifications.
I, The word "PLAN" shall mean, collectively, all the drawings
pertaining to the Contract and made a part thereof, and
also such supplementary drawings as the Architect may is-
sue from time to time in order to elucidate the drawings
of for the purpose of showing changes in work as authorized
under section "Changes and Alterations," or for showing
details which are not shown thereon.
The words "CONTRACT PRICE'` shall mean either the unit prices
J.
or unit price, or lump sum price, named in the Oontrac or
the total of all payments according to schedule or prices
in the contract, as the case may be.
K, The word "BID" or "BIDS" shall mean the written statements
duly filed with the Owner for the person or persons, part-
nership, company, firm or corporation proposing to do the
work and furnish materials called for on plans at t1gie
prices named on said statements.
1D-4 LOCATION OF PROJECT AND
USE OF PREMISES:
The improvements will be located as indicated o« Plot Plan. The
Contractor shall confine his apparatus, equipment, the storage of
,-nom: --,-P---- -
Page 6
DIVISION 1 GENERAL REQUIREMENTS
1D GENERAL CONDITIONS AND
SUPPLEMENTARY GENEML.
CONDITIONS
1D-4 LOCATION OF PROJECT AND
USE OF PREMISES (OONTD)
materials and the operations of his workmen to the limits provided
by law, ordinances or permits. He shall make all necessary or re-
quired provisions for the protection of the public. System shall
be used in the storage of materials which shall be kept away film
adjacent property as much as possible, The Con`. !actor shall not
load or permit any part of the structure to be loaded to excess
or so as to endanger the work. The Contractor shall continuous-
ly maintain adequate protection for all his work,
1D-5 TAXES AND INSURANCE
Include in Contractor's bid all social security payments, unemploy-
ment insurance, sales rax and any other charges imposed by Federal,
State, or Local Governments, Following Limits shall be on all in-
surance requirementsr
A. Employer's Liability Insurance and Workma 's Co ensationr
Contractor shall carry Employer's L a 1 t; Insurance and
• Workmen's Compensation on all workmen, limits of $100,000.
Contractor and his sub-contractors shall comply with all
requirements of state laws wherein work is located rela-
ting to workmen's compensation,
B. Comprehensive General Liability: Contractor shall carry
comprehensive general liability, premises operations;
Dodily injury, limits of $100,000.00 each person, $300,000.
each occurence, and property damage, limits of $100,000.00
per accident and $100,000.00 aggregate. Contractor shall
hold harmless the Owner and the Architect for all injuries
to persons, including death resulting therefrom, or
damages to property occasioned during term of this contract
by reason of any negligent act or omission on part of Con-
tractor or his sub-contractors.
4•
' ~`f~ Page 7
DIVISION 1 GENERAL. REQUIREMENTS
1D GENERAL CONDITIONS AND
SUPPLEMENTARY GENERAL
CONDITIONS
1D-5 TAXES AND INSURANCE (CONTD)
C. comprehensive Automobile Liability: Contractor shall carry
comprehensive automobile liability with limits of bodily
injury of $100,000.00 each person, $300,000.00 each occur-
ence, and property damage, limits of $100,000.00 each
occitfrence.
D. Builder's All Risk Insurances Prior to starting construc-
t on work, Contractor shall take out, and thereafter during
progress of work, shall maintain in force, Builder's All
Risk Insurance with 100% coverage. This to include ex-
tended coverage, vandalism, malicious mischief, The Owner,
Contractor and all subcontractors waive all right of action,
each against the others, for damages caused by Fitts, or
other perils covered by insurance provided for under the
terms of this contract, except such rights as they may have
to the proceeds of insurance held by Owner, as Trustee.
Until work is fully completed, accepted by Owner, Contrac-
tor shall promptly repair any damage to same caused by
fire, explosion, lightning, windstorm, flood, cyclone,
tornado, hail, riot, civil commotion, peace demonstration,
falling aircraft, failure of Contractor's equipment or•..
any other hazard that may result in damage to the work,\
E, Owner's Protective Liability Insurances Contractor shall
furnish an Owner's Protective Liability policy naming the
owner and Architect as insureds. This is an additional
and separate policy for damages for personal injuty, in-
cluding death and damages because of injury to or destruc-
tion of property. Minimum limits shall be for bodily
injury $300,000.00 each person, and $500,000.00 each
accident; property damage $100,000. each accident, $3009000,
aggregate.
P. The Contractor shall not commence work under this Contract
until he has obtained all insurance required under this
Contract and such insurance has been approved by the Owner;
nor shall the Contractor allow any subcontractor to com-
monce work on his sub-contract until all sihilar insurance
required for the subcontractor has been so obtained and
approved.
Page 8
DIVISION 1 GENERAL REQUIREMENTS
1D GENERAL CONDITIONS AND
SUPPLEMENTARY GENERAL
CONDITIONS
1D-5 TAXES AND INSURANCE (ODNTD)
G. Contractor will be required to pay all sales tax, insurance
or contributions that may be required by both the Federal
and State Governments.
1D-6 PERMITS AND REGULATIONS:
The Contractor shall obtain and pay for all permits and licenses,
shall give all notices, pay all fees, and check and comply with all
laws, ordinances, rules and regulations applicable to the work,
If the drawings and specifications are at variance with any of the
above provisions the Contractor shall notify the owner in writing
before the work is performed, and proper adjustment shall be made,
Contractor to obtain Building Permit from the City of Denton,
Texas, and shall have and pay for all applicable inspections made.
Copies of all inspection certificates to be delivered to the Ar-
chiteot,
1D-7 UTILITIES:
The Contractor to allow in his Base Bid for use of existing gas,
electricity and water facilities required for building purposes.
Adequate heat, light and power to be provided at all times as re-
quired for the proper execution of the work. Contractor shall
pay for any additional facilities required in addition to exis-
ting.
1D-8 SEPARATE CONTRACTS:
The Owner reserves the right to let other contracts in connection
with this work, The Contractor shall afford other Contractors
reasonable space, facilities and time for the• introduction and
storage of their materials and the performance of their work, and
shall properly connect and coordinate his work with theirs in a
spirit of cooperation. If any part of this Contractor's work de-
pends for proper execution or results upon the work of Contractors
other than such as are covered by this contract, any defects in
the wok of such other Contractors injuriously affecting his work
shall be reported promptly in writing to the Architect,
1
Page 9
DIVISION 1 GENERAL. REQUIREMENTS
1D GENERAL CONDITIONS AND
SUPPLEMENTARY GENERAL
CONDITIONS
1D-9 CONTRACTOR'S OFFICE AND
TOOL STORAGE:
Contractor shall erect, maintain, suitable weatherproof offices
for use of Architect's and Contractor's Superintendents, with
desks and tables for plans, doors and windows provided with locks,
and with proper facilities for gas heating and electric light.
Superintendents' office shall be ample in size for accommodation
of subcontractors. Contractor shall install telephone and main-
tain same on job during construction of building. All the fore-
going shall be kept in a clean and sanitary condition. Complete
file of unmutilated plans and specifications, along wi!h details,
addenda, change orders, shop drawings and suppler,entary sheets
shall be kept in the office.
1D-10 STORAGE OF MATERIALSt
Contractor shall build weatherproof building for storage of ce-
ment, lime and other materials requiring protection from weather,
Floors of cement and lime storage building shall be raised clear
of the ground, All stored materials on site shall be arranged
and maintained in orderly manner with use of all walks, drives,
roads, and entrances maintained unencumbered. Contractor shall
allot suitable and proper space to his subcontractors for storage
of their materials and for erection of their sheds and tool houses.
1D-11 SANITATIONt
Special and secluded sanitation shall be provided by General
Contractor for all workmen engaged on the project. Such facili-
ties shall be ;properly equipped and maintained in a clean, sani-
tary condition.
1D-12 FOREMAN:
Contractor shall give personal superintendence to work or have a
competent foreman or superintendent, satisfactory to Architect,
on work at all times during progress of work with authority to
act for him. Superintendent shall not be changed except with
consent of the Architect, unless he proves to be unsatisfactory
to Contractor and ceases to be in his employ.
Page 10
DIVISION 1 GENERAL REQUIREMENTS
1D GENERAL CONDITIONS AND
SUPPLEMENTARY GENERAL
CONDITIONS
1D-13 SCHEDULES:
A. Schedule of Cost to be prepared by Contractor within fi-c-
teen (15) days of award of Contract, showing cost of the
several items of construction, with overhead and profit
added to each item. List cost of bond separately; to be
paid for in first estimate. Submit in duplicate for ap-
proval,
B, Monthly Construction Schedule to be prepared by Contractor
within thirty (30) days of award of contract, indicating
plan of operation covering the allotted days, set forth
in contract, for completion of project. Schedule to show
the months of operation, with heavy lines to indicate
planned installation of various iteme, and space provided
to indicate work as it is accomplished by drawing paral-
lel lines. Submit in triplicate, This "at a glance"
record to be kept up to date by Contractor's job super-
intendent and Architect's inspector,
1D-14 LIST OF PROPOSED SUB-
CONTRACTORS:
Prepare and submit to Architect for approval before subcontracts
• are awarded, No sub-contractor to be employed on work unless
approved by Owner and Architect,
1D-15 EXTRAS-.
If, during construction Owner authorizes additional work, total
cost to Owner for such changes shall be calculated and presented
as follows:
A. Provide detailed estimate listing all items of labor and
material, with quantities and unit prices extended for each
item, this applies to all subcontract work as well as work
done by the General Contractor,
B, Calculate cost in accordance with A,I,i, "Form No, 105,
Form of Agreement Between Contractor and Owner" on a cost-
ptus-a-fixed-tee basis,
I
Page 11
DIVISION 1 GENERAL REQUIREMENTS
GENERAL, CONDITIONS AND
SUPPLEMENTARY GENERAL
CONDITIONS
1D-15 EXTRAS (CONTD)
C. Fee for Contractor is to be determined by percent profit as
set forth in Form of Proposal.
D. Total cost to Owner to be cost plus profit as outlined above.
1D-16 PAYMENTS:
A. Not later than 10th of each month, owner will make partial
payment to the Contractor on the basis of duly certified
and approved estimate of the work performed during the pre-
ceding calendar month by the Contractor, but the Owner will
retain 10 per cent of the amount of each such estimate un-
til completion of work covered by this contract. Upon
substantial completion of the Project, Contractor may file
claim for same, less amount commensurate with any minor
items yet to be completed before final ,acceptance by Owner.
S. Monthly payment request shall list (1) labor and materials
incorporated in the Project, and (2) separately give cur-
rent list of materials suitably stored at site, end of each
pay period, for which payment is requested.
C. Mechanical Subcontractor allowed 90 days (or up to date of
third estimate) to submit equipment room layout drawings
for approval. Failure to do so will be considered cause
for withholding partial payments until drawings are sub-
mitted as specified. No mechanical or electrical work to
be done in these areas until shop drawings are approved
by the Architect.
D. The Contractor shall pay (1) for all transportation and
utility services not later than the 20th day of the calen-
dar month following that in which such services are ren-
dered, (2) for all materials, tools, and other expendable
equipment to the extent of 90 per cent of the cost there-
of, not later than the 20th day of the calendar month
following that in which such materials, tools and equip-
ment are delivered at the site of the proje%t, and the
balance of the cost thereof not later than the 30th day
following the completion of that part of the work or in
which such materials, tools and equipment are incorporated.
f4 t
r..
7 4'
Page 12
DIVISION 1 GENERAL REQUIREMENTS
1D GENERAL CONDITIONS AND SUPPLE-
MENTARY GENERAL CONDITIONS
1D-16 PAYMENTS (CONTD)
or used, and (3) to eacL of his subcontractors, and not
later than the Sth day following each payment to tne Con-
tractor, the respective amounts allowed the Contractor on
account of the work performed by his sub-contractors, to
the extent of ~'4-.h S+ib-Contractor's interest therein.
ID-17 OWNERSHIP OF WORK AND
MATERIALS:
All of the materials and labor incorporated in the job and mater-
ials properly stored for use in the Project as a part thereof,
and which are in accordance with the plans and specifications
shall, from their place or location, be the property of the Owner,
and shall not be removed without the written consent of the Owner.
This provision applies to all materials stored adjacent to site,
on site or held in storage elsewhere.
1D-18 SUBSTITUTIONS1
Contractor to include in Base Proposal cost of materials or
products specified.
A. Where materials or products are specified by use of the
phrases "or equal" or "equal to," the Contractor to in-
clude in Base Proposal cost of product or equipment named.
If Contractor desires to substitute any equal material, of
another brand or manufacture, substitution may be requested
in writing within 30 days after Contract is awarded. Ac-
company such request, if feasible, with samples of each
company such request, if feasible, with samples of each
material proposed as substitute. In all instances, re-
quests to be accompanied by complete descriptive literature
and performance data, The Architect will investigate re-
quests, render decisions as promptly as reasonably possible.
B, Should a substitution be approved and subsequently prove
defective or otherwise unsatisfactory for service intended,
within one year guarantee period, Contractor nhall, with-
out cost to the Owner, or obligation on the part of the
Architect, replace same with material originally specified.
Page 13
DIVISION 1 GENERAL REQUIREMENTS
1D GENERAL CONDITIONS AND
SUPPLEMENTARY GENERAL
CONDITIONS
1D-19 SHOP DRAWINGS:
Regardless of source of origin, submit all shop drawings through
General Contractor unless other arrangements are made, in writing,
by Architect. Before submitting shop drawings to Architect, Con-
tractor shall examine them, ascertain whether there are apparent
discrepancies and/or inaccuracies, and whether there is sufficient
information presented so shop drawings fulfill the purpose intended.
When he has satisfied himself that, to the best of his %nowledge,
drawings correctly represent such materiel or equipment, the Con-
tractor shall affix an appropriate notation to that effect, over
his signature. Shop drawings submitted to Architect without such
a notation and signature will be returned for review by Contractor
before being checked by Architect, Contractor's review of shop
drawings is not intended to take the place of official review,
approval by Architect. Submit five (5) copies of all shop draw-
ings, brochures, etc., for approval; none to be used on -.job which
do not bear Architect's stamp.
1D-20 SPECIFICATION EXPLANATION
These specifications are to be of the abbreviated, simplified or
streamlined type and include incomplete sentences. Omission of
words or phrases such as "The Contractor shall," "in conformity
therewith," "shall be," "as noted on the drawings," "according to
the plans,'$ 11a," "an," "the," and "all," are intentional. Omitted
words or phrases shall be supplied by inference in the same manner
as they are when a "note" occurs on the drawings.
A. The Contractor shall provide all items, articles, materials,
operations or methods listed, mentioned or scheduled either
on tho drawings, or specified herein, or both, including all
labor, materials, equipment and incidentals necessary and
required for their completion,
a, Whenever the words "approval," "satisfactory," "directed,"
"submitted," "inspected," or similar words or phrases are
used, it shall be assumed that the words "Architect or his
representative" fellows the verb as the object of the
clause, such as ''approved by the Architect or his repre-
sentative,"
Page 14
DIVISION 1 GENERAL REQUIREMENTS
1D GENERAL CONDITIONS AND
SUPPLEMENTARY GENERAL
CONDITIONS
1D-20 SPECIFICATION EXPLANATION
(CONTD)
C. All references to standard specifications or manufacturer's
installation directions shall mean the latest edition there-
of.
1D-21 MANUFACTURERS' DI M TIONS
All manufactured articles, material and equipment shall be applied,
installed, connected, erected, used, cleaned and conditioned as
directed by the manufacturer, unless herein specified to the con-
t ra ry .
1D-22 COORDINATION AND
RESPONSIBILITY
General Contractor is responsible for proper fitting of all works
for coordination of operations of all trades subcontractors and
material suppliers engaged in connection with work, as well as his
own employees= he shall exercise ev4ry effort to assure a harmoni-
ous, cooperative attitude on the part of all concerned, He shall
be prepared to guarantee, to each of his subcontractors and fore-
men, all dimensions they require for fitting to adjoining work.
Also be responsible for all fitting and adjusting necessary to
v,%ke the several parts of the work come together properly and to fit.
1D-23 CLEANING UP
Keep premises free at all times from accumulations of waste mater-
ial or rubbish caused by employees or work, and at completion of
work remove all rubbish from and about buildings and all tools,
scaffolding, surplus materials. Leave work "broom clean" or its
equivalent, unless more exactly specified. In case of dispute,
owner may remove rubbish and charge cost to the several Contrac-
tots as architect may determine to be just.
Clean all glass= replace any broken glassy remove stains, spots,
marks, dirt from decorated work; clean hardware, remove paint
• spots and smears from all surfaces, clean fixtures and wash all
concrete and the floors.
Page 15
DIVISION 1 GENERAL REQUIREMENTS
1D GENERAL CONDITIONS AND
SUPPLEMENTARY GENERAL
CONDITIONS
1D-24 GUARANTEE
The Contractor to guarantee all laaor and materials against de-
fects for a period of one year from date of completion and final
acceptance. In signing the Contract Documents, he agrees to make
good, by repair, at no cost to the Owner, and portion that may
show defects in either workmanship or materials during that period.
1D-25 DRAWINGS AND SPECIFICATIONS
Al The Drawings and Specifications prepared by the Architect
intend to fully provide for everything required *to make a
complete job in every respect except such parts as are ex-
pressly reserved by the Owner as may be hereinafter pro-
vided.
Be Additional drawings will be furnished as may be needed
for the full explanation of minor details after the work
has been started. These shall consist of large stale or
full size details as may be required to fully explain and
set forth the intentions of the original drawings. No
• work shall be done without definite explanations, and in
cash the Contractor needs any such details or drawings,
required to make clear the original Drawings and Specifi-
cations he shall apply to the Architect for same and Archi-
tect shall provide such drawings and information.
C. Should errors be found in the drawings, the Contractor
shall report same at once to Architect for correction. All
details and drawings furnished after work has started shall
conform to or be consistent with the original drawings ex-
cept where changes are necessary to rectify errors, and no
change shall bo made unless absolutely necessary.
D. Thare shall be one complete certified set of Plans and
Specifications kept intact at building site as a reference
set, which shall not be used as a working reference, also
one set for the use of the Architect and Owner.
r - z. -
Page 16
DIVISION 1 GENERAL REQUIREMENTS
1D GENERAL CONDITIONS AND
SUPPLEMENTARY GENERAL
CONDITIONS
1D-25 DRAWINGS AND SPECIFICATIONS
(CONTD)
E. There shall be no retaining of Plans and Specifications as
they remain the property of the Architect, being instru-
ments of use only, and shall be returned to the Architect
before final certificate of completion is issued.
F. Titles to divisions and paragraphs in these contract docu-
ments are introduced merely for convenience and shall not
be taken as a correct or complete segregation of the sov-•
oral units of materials and labor. No responsibility,
either direct or implied, is assumed by the Arcnitect for
omissions or duplications by Contractor or his subcontrac-
tors due to real or alleged error in arrangement of matter
in these Contract Documents.
Os The Contractor is cautioned to examine the Drawings before
submitting his bid and in all cast)s large scale details
shall take precedence over the small scale general draw-
ings. In cases where floor elevations are shown, they are
to be checked back carefully against detailed sections,
and Contractor shall be responsible for all heights shown
on figured details even though they are in conflict with
the elevations shown or'marked on small drawings.
H. Twelve sets of Plans and Specifications will be furnished
the successful Contractor. Additional sets, or any por-
tions thereof, may be had at reproduction cost.
Page 1
DIVISION 2 SITE WORK
2A SITE IMPROVEMENT
2A-1 SCOPE:
A. Site improvement work under Base Eid includes the furnish-
ing of all items of labor and material for the following:
strip top soil; rough and finish grading; yard lighting;
curbs and sidewalks; job sign.
B. Sidewalks and Curbs: See Division 3.
C. Yard Lighting: See Division 16.
2A-2 SITE PREPARATION:
Strip top soil from areas to be occupied by buildings, walks,
drive, etc., and pile in designated location where it will not
interfere with building or utility operations. Use top soil for
finish grading if acceptable to Architect,
2A-3 ROUGH GRADINGt
Check plans to provide for proper slopes and grade elevations.
Subsoil to be clean and free of refuse, large boulders, etc.
Sub grade to be 4" below finish grade on lawt areas and 4" below
finished paving and walk elevations, See Plot Plan,
2A-4 FINISH GRADING:
Finish grade to final elevations as shown on the Plot ?Ian.
Top soil for lawn shall be 4" deep. Secure Architect's appro-
val of soil to be used as top 4" of lawn. Lawn area to be fine
raked and ready to receive planting, as shown on the Plot Plan.
2A-5 CLEAN UP:
Immediately prior to final inspection, clean all sidewalks,
concrete paving, etc., by sweeping or washing to remove any
defacements or stains, Remove all excess rubbish materials,
tools, etc,, from site before final inspection,
2A-6 SIGNt
' See Sheet 1 of Drawings for detail of Contractor's Project Identi-
fication sign.
A
Page 1
DIVISION 2 SITE WORK
28 EXCAVATION
2B-1 SCOPE:
Work under this heading includes the furnishing of all items of
labor and material as required to complote excavation, as shown
on the drawings, and/or specified as follows: Excavate and back.
fill for all footings, walls, steps, slabs, connected with build-
ings as required by drawings.
28-2 WORK INCLUDED t.NDER
OTI4ER DIVISIONS:
See Division 3 for rock fill under slabs on grade. Trc+nching
and backfilling for mechanical trades are included unciar their
respective headings.
28-3 EXCAVATIONt
Excavate to elevations and dimensions indicated, plus sufficient
space to permit erection of forms, shoring, drain tile, water-
proofing masonry and the inspection of foundations. Remove mater-
ials of every nature encountered - to grades shown, without ex-
tra compensation. Bottoms of footings and trenches shall be cut
true and square. Keep excavations free from water at all times.
A. Where suitable bearing for footings are located either below
or above elevations indicated on drawings, there shall be a
corresponding addition or deduction from the contract sum
figured at unit prices per cubic yard for excavated material
as set forth in Contractor's proposal,
8. Where explosives are used, work shall be done by axperiencoi
powdermen, using small charges and in str?ct accordance with
all regulations governing this work. Any damage to founda-
tions or surrounding property caused by use of explosives
shall be corrected at Contractor's expense.
C. Placing of footing and foundations on earth :fill will not be
permitted, Fill excess cuts under footings and foundation wJ`
with concrete and fill any excess cut under slabs with well-
tamped gravel.
~r
E
Page 2
DIVISION 2 SITE. WORK
2B EXC:AVAT TON
2B-3 EXCAVATION (CONTD)
D. Excavations for all footings, foundation4, walls, etc-
shall be inspected and approved before concrete is
installed by Contractor.
F. Excavate to a minimum depth of 10" below bottom of build-
ing slabs.
2B-4 FILLING AND GRADING:
A. Remove debris from excavations before backfilling; do not
backfill against foundation walls until directed by Architect.
Backfill shall be clean sand or earth, free of large rocks
or perishable materials.
B. Rough grade under building slabs shall be 10" below bottom
of slab. Fill material under slabs shall be minimum 6" of
limestone screenings or clean sand. See 3A-4A for size.
Over this place 4" crushed rock.
C. Fill under slabs to be compacted to a minimum of 90%.
D. Contractor shall remove all surplus excavation material that
is not required for backfilling or grading from job site.
2B-5 FINISH GRADING:
Finish grading outside building lines specified under ItSite
Improvement" Section.
Page 1
DIVISION CONCRETE WORK
3A REINFORCRI) CONCRETE
3A-1 GENERAL:
See A.I.A. General Conditions and Supplementary General Conditions,
Division 1.
3A-2 SCOPE:
Contractor shall furnish labor, materials and equipment to complete
concrete work as shown on drawings and/or herein specified.
3A-3 MATERIALS:
A. Portland Cement: A.S.T.M. Specifications C150, Type 1 or
1-A A.S.T.M. C175 for Air-Entraining Portland Cement.
31 Aggregates: Fine aggregate shall consist of clean, hard
natural sand or manufactured sand or a combination thereof,
and shall conform to Specifications for Concrete Aggregates
A.S.T.M. C33.
Coarse aggregate shall conform to Specifications for Con-
crete Aggregates A.S.T.M. C33.
C. Waters Fresh, clean, free from oils, acids, alkali, vegeta-
ble, sewage, organic or other deleterious matter.
D. Forms: #2 yellow pine. (Use plywood or metal forms where
concrete exposed to permanent view.)
E. Form Ties: Type that will leave no metal closer than 3/4"
to surface of concrete.
F. Form Oil: Non-staining, paraffin - base; specific gravity
of between .8 and .9.
G. Reinforcing Steel: A.S.T.M. Specifications A 15 or A 432 for
intermediate grade billet steel, A.S.T.M. A 305 for deformed
bars.
H. Shop Drawings: Steel fabricator prepare and submit to Archi-
tect in triplicate, prints of reinforcing erection plans and
all detail shop drawings.
1. Wire Mesh: A,S.T.M. Specifications Serial Designation A 1850
Page 2
DIVISION 3 CONCRETE WORK
1,C1NF0RCI?E)-CONCRETE
'A-.~ hiAT1 NTP,r 5 (CONTr))
J. Metal Accessories: Includoa all spacers, chairs, ties, and
other devices necessary for properly placing, spacing, sup-
porting and fastening reinforcement in place as recommended
by C.R.S.I.
K. Expansion Joints: Pre-molded type, bitumen impregnated 1/211
X 411 or 5" unless shown otherwise.
L. Grade Seam Forms: Cushion forms under grade beams shall be
1611 X 411 constructed of asphalt-impregnated "Blacbord" as
manufactured by the Jayhawk Fibre Form Company of Lawrence,
Kansas. Forms shall b3 designed to support the loads im-
posed by the wet concrete, but shall give way to any negative
pressures (ground heave).
3A-4 SLABS:
A. Floor Slabs: 501 thick, reinforce with 6" X 6" !16/6 wire
mesh. Place slab over well compacted sub-grade. Over
sub-grade place 41' porous fill of crushed stone, gravel or
slag, 1/2 to 211 size; compact thoroughly. Over porous fill
lay two layers of 15# asphalt saturated felt - hot mopped.
a. Sidewalk Slab: 41' thick on well tamped earth fill. Rein-
force with 6" X 6" #10/10 wire mesh.
C. Concrete Curbs: Reinforce with 1-114. See Architectural
plans for detail of curb. Expansion Joints of 1/211 PMBJ
to be used @ 20, on centers.
3A-5 QUALITY OF CONCRETE?
A. Floor Slabs: Ready-mixed concrete shall conform to the
specifications for Ready-Mixed Concrete A.S.T.M. C94 with
r the following values: Minimum cement content, 5 1/2 U.S.
bags per cubic yard of concrete; maximum allowable waidr-
cement ratio, 6 1/2 U.S. gal. per U. S. bag of cement;
maximum slump 411; air content for concrete with 3/4" maxi-
mum size aggregate, 6 per cent plus or minus one per cent.
4 3 4
Page 3
DIVISION 3 CONCRETE WORK
3A REINFORCED CONCRETE
3A-5 QUALITY OF CONCRETE (CONTD)
B. Side Walks: Same as "A" above except minimum cement content
shall be 6 U.S. bags per cubic yard of concrete; maximum
water-cement ratio, 5 1/2 U.S. gallons of water per U.S. bag
of cement; maximum slump 311; air content for concrete with
3/4" maximum size aggregate, 6 per cent plus or minus one
per cent.
C. Piers and Grade Beams: Same as "A" above except use 5 U.S.
bags pqr cubic yard of concrete. Maximum slump 411. Aggre-
gate may be increased to 1 1/2" maximum.
D. Bond. Beams: Same as "A" above except use 5 U.S. bags per
cu. yd. of concrete. Maximum slump 511. Aggregate may be
reduced to 3/811 maximum.
3A-6 WORKMANS117P:
A. Placing: Equipment for chuting, pumping and pneumatically
conveying concrete shall be of such a size and design as to
insure a practically continuous flow of concrete at the
delivery end without separation of materials. Place no
concrete until foundations, forms, reinforcing steel, pipes,
conduits, sleeves, hangers, anchors, inserts, waterproofing
and other work required to be built into concrete has been
inspected and approved by the Architect. Before pouring
footings or foundations, see that bottoms of excavations
are undisturbed earth' free from frost, properly leveled
off and tamped. Wet wood forms prior to placing concrete.
The placing or depositing of all concrete shall be done in
accordance with the re4pirements of the Southern Standerd
Building Code. Assure 'that all rough-in work is in place
before concrete is poured on any floors or walls where
plumbing, heating, or electrical work should be installed.
Set all anchor bolts, rough nailing strips, etc. Cement
finish around all ducts, thimbles, pipes, wiring, anchors,
inserts and pockets; same shall be furnished by respective
sub-contractors, but put in place by this Contractor. Set
bearing plates, lintels aml loose metal work tying into
concrete work. Construction joints shall be located so as
to least impair the strength of structure, or as shown on
drawings.
Page 4
DIVISION 3 CONCRETE WORK
3A REINFORCED CONCRETE
3A-6 WORKMANSHIP (CONTD)
B. Curing: All freshly cast concrete shall be protected from
damaging effects of the elements - freezing, rapid drop in
temperature, and loss of moisture - and from future construc-
tion operations. When necessary, the Contractor shall
provide and use insulation and tarpaulins to maintain the
concrete temperature above 400 F. for the first week. The
concrete shall not be permitted to dry during the curing
period. If the floor is left uncovered during the curing
period, a film of water shall be clearly visible at all times
on the entire surface of the slab. If the film of water
cannot be maintained, the slab shall be covered with curing
paper meeting the requirements of specification for Water-
proof Paper for Curing Concrete A.S.T.M. C1711 or other curing
material as approved by the Architect, and shall be left on
the slab for the entire curing period. Concrete temperature
after casting shall be maintained according to the following
schedule:
MINIMUM CURING TIMES FOR WEAR-RESISTANT FLOORS
Concrete Temperature at Minimum days
Cement Type Form Interface, Deg. F. Required
i 70 5
1 50 7
111 70 3
111 50 5
If, at any time during the progress of work the temperature
is, or in the opinion of the Architect will drop, below 40
Deg. F., the Contractor shall make suitable provisions to
protect the concrete.
This protection shall consist of the use of insulating
materials such as blankets, mats, etc., and equipment for
providing artificial heat. Unvented salamanders or other
heaters which produce carbon dioxide as a_by-productshall
not be permitted in the buildinsl during the casting opera
tions or for the following 36 hours, Salamanders or other
heaters shall be laced in the building prior to concreting
-I il;
Page 5
DIVISION 3 CDNCRRTE WORK
3A REINFORCRT) CONCRETE
3A-6 WORKMANSHIP (CONTD)
to maintain the temperature above 40 Deg. F. and to remove
any frost from the subgrade. A thermometer accurate to plus
or minus 2 Deg. F. shall be placed at the interface of the
slab under the curing blanket to record the temperature.
If the temperature at this position falls below 40 Deg.
F., additiona- insulating material shall be supplied to
maintain the temperature above 40 Deg. F. If heaters
are used, precautions shall be taken to prevent drying
of the slab. Water jackets or other suitable devices shall
be provided on all heaters to maintain the relative humidity
of the atmosphere as high as possible. After the curing
period, the temperature of the exposed surface shall not be
permitted to drop faster than 30 Deg. F. in 24 hours. In
hot weather suitable precautions shall be taken to avoid
drying of the slab prior to the finishing operation. Wind-
breaks and/or sunshades shall be provided as directed by
the Architect. During extremes in weather, floors shall not
be cast unless the slab is protected by a roof and other
suitable protective measures can be taken. After curing has
been completed, the floor shall be exposed to the air for at
least 48 hours prior to allowing traffic on the floor.
C. Forms: Remove forms in manner to insure complete safety of
the structure only after concrete has attained a minimum com-
pressive strength of 2000 p.s.i.
D. Reinforcement:
1. Placin : Place accurately; fasir;n and support to pre-
vent displacement before or during pouring. Secure in
position by concrete or metal chairs and spacers.
Metal should be free from rust scale, or other coatings
that will destroy or reduce the bond. All placing and
bending of steel to be in accordance with A.C.I. Stan-
dard 315 or CRSI recommended practice for placing rebars.
2. Splices: At points of minimum stress. Bottom steel
grade beams continuous - but where splice necessary
it shall be made over pier. Top bars spliced in middle
of span or as shown.
Page 6
DIVISION 3 CONCRETE WORK
3A RRINFORCBD CONCRETE
3A-6 WORKNIANS11TP (CONTD)
3. Protection for Reinforcement: As fnilows unless shown
otherwise; where concrete is deposited against ground
without the use of forms, not less than 311. Where
concrete placed in forms and to be exposed to the
weather or to be in contact with the ground, not less
than 2 inches. Where concrete may be exposed to the
weather, not less than 1 1/2 inches. In slabs, joists,
and walls not exposed to the ground or the weather,
not less than 3/4 inches. In beams, girders, and
column not exposed to the ground or the weather, not
less than 1 1/2 inches. In all cases, the thickness of
concrete over the reinforcement shall be at least equal
to the diameter of round bars and one and 1/2 the side
dimension of square bars.
E. Grout Under Bea,:ing Plates: Where shown on drawings and
as required, g4-:out under bedplates for columns and beams with
Embeco non-shrink grout, as manufactured by the Master
Builders, or equal. Guarantee - Contractor responsible
for materials and labor performed under this contract.
Same to remain in satisfactory conditions for period of
one year from date of completion.
F. Vibration and Compaction: Vibrate all reinforced concrete.
Use mechanical vibrators for all concrete except slabs.
Thoroughly work concrete around reinforcement. Compact
slabs by hand tamps to form dense, homogenous surface of
thickness indicated before applying finish required.
3A-7 CONCRETE FINISHES:
A. Steel Troweled Finish: As soon as concrete is poured it
shall be compacted, screeded, and immediately floated with
long handled floats or darbies until the course aggregate
has all been worked down from the surface, leaving only
the finer materials exposed. When water sheen has dis-
appeared float with wood or metal float. After the water
sheen has again disappeared and the concrete has begun to
set, go over surface with steel trowel. When concrete has
i
Page 7
DIVISION 3 OONCRETF, WORK
3A REINFORCED OONCRETE
3A-7 CONCRETE IINISHES (COINTD)
set sufficiently to ring under trowel, it shall be given a
second troweling to produce a smooth dense surface. Concrete
floor shall be (furnished to the Flooring Contractor) smooth,
true and level to within a maximum of 1/4" tolerance in a 10,
0".radius.
B. Sidewalks: Shall be brushed or floated to a non-slip sur-
face and neatly marked off with joints 51-01, O.C. or as
shown on plans.
3A-8 TESTS:
A. Slump tests shall be made as directed by Architect, follow-
ing procedure as A.S.T.M. Methods C-143.
B. A strength test for any class of concrete shall consist of
3 standard cylinders made from sample secured from single
load of concrete in accordance with A.S.T.M. Method C-172
with one cylinder tested at seven (7) days and two at
twenty-eight (28) days.
C. Strength test cylinders shall be made each days' pour;
each class of concrete; and for each 100 cubic yards of
concrete or fraction thereof.
D. Testing shall be accomplished by independent laboratory
selected by Architect. Laboratory shall be paid by General
Contractor.
Page 1
DIVISION 4 MASONRY
MASONRY
furnish all items of labor and materials to complete the masonry
woik as shown on drawings and/or as specified herein.
4A-2 MATERIALS:
A. Brick: Contractor shall allow in his Rase Bid the sum of
71.00 per 1000 for purchase of brick - F.O.B. job site.
Base Bid to include installation.
B. Light Weight Concrete Block: Comply with A.S.T.M. C90-36,
sized as indicated on drawings, complete with corners, jambs,
lintels and other special shapes as required. Block shall.
be straight, uniform size and texture, free from orrcks,
chips, or other defects. Cure with live steam in accord-
ance with A.S.T.M. Standards.
C. Portland Cement: Comply with A.S.T.M. C150.
D. Aggregates: Comply with A.S.T.M. C144.
E. Masonry Cement: Comply with A.S.T.M. C91.
F. Lime: Comply with A.S.T.M. C207, Type "S" Hydrated Li:,e.
G. Water: Shall be fresh, clean and free of deleterious
amounts of acids, alkalies, or organic material.
H. Wall Reinforcement-and Brick Ties: All block walls shall be
reinforced with Standard Dur-O-Wal truss type reinforcing -
width as required by wall dimensions. Brick cavity walls
reinforced with galvanized brick ties of Z type 16" o/c
vertically and 36" o/c horizontally. In combination brick and
block walls brick ties shall be in alternate courses with
Dur-O-Wal truss reinforcing.
1. Waterproof Admixture for Mortar: "}lydratite" as manufactured
by A.C. Horn Company, or "Omicron" as manufactured by Master
Builders.
1 Page 2
DIVISTON 4 MASONRY
4A MASONRY
4A-3 NIORTAR-
Shall be machine mixed by volume under controlled condi~ions.
The mortar color shall not change for any one face of building.
If variation in mortar color within a masonry panel does occur,
Contractor shall cut out all mortar joints in that area to a
depth of 3/4" and re-point with proper mortar to correct this
color variation to the satisfaction of the Architect at no addi-
tional cost to the Owner.
Mortar for all brick and back-up shall be Type I+S+► proportioned
by volume as follows:
One part Portland Cement, 1/2 part hydrated lime Type nSit
4 1/2 parts sand. To mortar for all masonry work exposed
to weather, add waterproof admixture as per manufacturer's
directions. Mortar for all interior partitions may be Type
"NO' composed of 1 part Portland, 1 part Hydrated lime Type
"S" and six parts sand. Mortar mix may vary from the above
only with Architect's approval.
A, Laying out: Carpenters will install window, door frames,
thoroughly bracing in place. Mason will be responsible
for their preservation after once set in place and set all
light steel over openings in masonry work. Examine care-
fully architectural, mechanical drawings, provide all slots,
chases, wall stiffeners, anchors, bolts, iron frames,
thimbles, etc., not furnished by Mechanical Contractor
which occur in connection with masonry work. Provide all
recesses and openings for ducts in masonry work as shown
or as directed. Where sizes are not indicated, make slots,
chases, recesses of ample size to receive work but not of
sizes or shapes to endanger wall of building. Make plumb
unless otherwise ordered.
B. Build In: Masonry Contractor to set all light steel in
connection with his work, build in all wood grounds, Inserts,
iron frames, or other items occurring in same.
Page 3
Dlt'_310J 4 MASONRY
j-', A4 SON kY
41.3 MORTAR (CI)NTD)
C. Exposed Masonry Walls: ? " ,),„•ticul,tr _•,tro in :ail areas
where exposed walls do not rcc%!ive finish veneer, to avoid
use of broken or chipped units, and irregular bonding or
irregular joints. Take extreme care where switch legs,
convenience outlets, etc., are installed in exposed con-
crete block walls. Thread conduit into voids, MAKE
INSTALLATION NEAT, INCONSPICUOUS. Conceal all piping,
conduit, except where specifically noted to run exposed.
D. Scaffolding: Erect, maintain in first class condition, all
necessary scaffolding in accordan:•e with statutes, laws, ,
ordinances, rules, regulations of State Municipal or other
authorities or insurance companies having jurisdiction.
E. Cutting, Patching: Do all masonry cutting, patching, or
pointing of work require.; in installation of work or to
accomodate work of other contractors. Execute all cutting
and patching work in a neat manner and so as not to mar the
appearance of finished work,
F. Dumpproofing: Install thru-wall dampproofing specified
under that Section of the Specifications, At thru-wall
and horizontal surfaces dampproofed, masonry contractor
shall provide a smooth cemented bed, pitching slightly to-
ward exterior. Lap sheets 311 at joints and cement with a
high grade asphalt mastic. Where dampproofing comes thru
walls, turn down slightly on exterior faces and trim flush
with joint face upon dompletion of masonry work, At win-
dow and door heads oe sills, flashing shall be extended
B" beyond the jamb at each side of opaning and turned up
1/21+. All dampproofing to be visible.
G. Protection: Do not lay masonry in freezing weather un-
less suitable means are provided to heat materials, pro-
tect work to insure that mortar will harden without freez-
ing. Use no admixture to lower the freezing point of
mortars, etc. Protect facing materials against staining
and keep top of walls covered with Sisalkraft paper when
work is not in progress. Extend paper 2+ down on each side
r
Page 4
DIVISION 4 MASONRY
4A MASONRY
4A-3 MORTAR (CONTD)
G. (CONTD)
of wall, hold in place by boards, etc. This will be
strictly enforced. When work is resumed, clean wet top
surface of wall.
4A-4 BRICK WORKMANSHIP:
A. Lay plumb, true to lines; with full mortar joints. Mortar
beds shall be spread smooth or only slightly furrowed. The
ends of brick shall be buttered with sufficient mortar to
fill the head joint.
Where exterior walls are faced with brick, parge the
back of facing brick with 3/811 thick coating of mortar
before back-up is laid. Apply parging with sufficient pres-
sure to assure bonding to brick.
Make joints in brick work uniform and not exceeding
1/2" in width for common brick and 3/811 for face brick.
Three courses of standard size brick shall lay up to equal
8" high block back-up units. After mortar has attained
thumb print hardness, tool with a 14" - 161+ convex jointer
to form a concave joint closing all hair cracks and cre-
vices.
B. Bond shall be common stretcher with face brick bonded to
back-up with standard truss-type Dur-O-Wal No. 12 for 1210
block and brick wall and No. 10 with drip cross rod for
cavity walls. Locate 16" C.C. vertically. Side rods
lapped not less than 6" at splices. Dur-O-Wal reinforcing
and ties to be installed in strict accordance with manu-
facturer's specifications.
C. Build in dampproofing course in wall, and thru-wall flash-
ing, as indicated on Plans and specified elsewhere in these
Specifications. All masonry cutting shall be done with
masonry saw.
+ 4 a
a i r.. is M i...
Page 5
DIVISION 4 MASONRY
4A MASONRY
4A-4 BRICK WORKMANSHIP (CONTD)
D. Cleaning: At the completion of work the trick shall be
pointed where necessary and defective jotnts cut out and
replaced. All exposed brick work shall be cleaned thor-
oughly at the completion of work. In all cases the wall
shall be thoroughly wetted before cleaning. If stiff
brushes and water do not suffice, the recommendations of
the manufacturer shall be followed. Acid solutions for
cleaning, red brick shall be used only upon the recommenda-
tion of the manufacturer and approval by the Architect.
When acid solutions are permitted, the wall shall be thor-
oughly.wetted before cleaning and thoroughly washed with
clear water after bleaning., Precautions shall be taken to
prevent damage to metal or other parts of the building by
acid. No metal cleaning tools will be permitted.
4A-5 SAMPLES!
t
Prior to starting brick work, lay up 4' X 41 panel of brick show-
ing color range, bond, mortar, and tooling of joints for approval
of Architect.
4A-6 BLOCK WORKMANSHIP:
A. After masonry units are delivered to the job stie, Contrac-
tor shall take all reasonable precautions to protect masonry
units from extreme weather conditions. Units shall be laid
dry.
B. Masonry work shall not be commenced until foundation has
been properly cured for a minimum period of seven days.
C. All masonry walls shall be true and plumb and built to the
thickness and to the bond or pattern indicated on the plans.
Where no bond or pattern is indicated, the wall shall be laid
in straight uniform courses with the units in the courses
regularly breaking joints with the courses below. All work-
manship shall be of the highest grade and satisfactory to the
Architect, All masonry cutting to be done with masonry saw.
r:Y ''rw R 1 !$7G'r~ ~r
Page 6
DIVISION 4 MASONRY
4A MASONRY
4A-6 BLOCK WORKMANSHIP
(CONTD)
D. Blc.ck Gb ntractor shall be extra careful to keep light
weight block work clean a.od free of chips and cracks.
8. Masonry Contractor shall provide and place such special
units (corner block, doer and window jamb block filler,
etc.) as may be required to form all corners, returns and
offsets using the required shapes and sizes to work to
corners and openings and maintain a proper bond through-
out the length of the wall. Wedge partitions tight to deck,
ceilings or beams and fill joints at top with mortar un-
less shown otherwise.
F. A proper masonry bond shall be mainteir.ed throughout'the
building. Where one masonry wall joins another, and parti-
cularly'where interior masonry partitions meet other in-
terior partitions or exterior walls, bond the two walls to-
gether with a masonry bond or metal ties. These metal ties
shall consist of two 1/411 round rods laid in the face shell
mortar bedding of the alternate horizontal joints and, shall
bend 1511 around the corner each way or they shall consist
of strips of galvanized 16 gauge wire mesh with 1/211
square openings, extending at least 711 into each wall.
The strips shall be slightly narrower than the thinnest
wall and shall be placed in alternate horizontal joints.
Horizontal mortar joints ih exterior walls and connecting
partitions in which metal ties are installed shall be at
the same elevation.
G. Clean block, point up, and leave in condition to receive
paint. Architect shall give final approval of all block
surfaces before my paint is applied.
.
Page 1
DIVISION 5 METALS: STRUCTURAL AND
M7oCR1.LANEOUS
5A STRUCTURAL STEEL
SA-1 SOOPE;
Furnish and install all items of structural steel, beams, columns,
lintels, channels, angles, shelf angles, metal deck, bar joists,
bridging, steel floor forms, anchor plates and bolts required for
anchoring structural steel items.
A. Fabrication of steel that may be required for a complete job.
B. Erection of all steel work for this job.
C. All connection angles, bolts, expansion bolts and anchor
bolts required for installation of structural items,
D. PaNt'ing of steel work - 1 shop coat.
E. STANDARDSt Current rules and practices set forth in the
Code of Svandard Practice for Steel Buildings, and Bridges
and the Specifications for Design, Fabrication and Erection
of Structural Steel for Buildings of the American Institute
of Steel Construction and A.S.T.M. Specifications, Serial
A36, shall govern materials and work except ado otherwise
noted. Furnish all items of labor and materials as re-
quired to complete the structural steel work, etc., whether
specifically shown on the drawings and/or specified herein
or not.
5A-2 SHOP DRAWINGS:
Steel Fabricator shall prepare and submit to the Architect, in
triplicate, prints of erection plans and all detail shop drawings.
In the event the steel fabricator does not directly supervise
the preparation of all shop drawings, he shall secure the ap-
proval of the Architect of the Firm or persons he selects for
this work. Approval of shop drawings shall be for size and
arrangement of members and strength of connections. Any errors
in dimensions shown on shop drawings shall be responsibility
of Fabricator.
Page 2
DIVISION 5 METALS: STRUCTURAL AND
MISCELLANEOUS
Sr+ STRUCTURAL STEEL
5A-3 MATERIALS.-
A. STRUCTURAL STEEL: Conform to the latest edition of A.S.T.M.
Standard Specification A36, entitled "Steel for Buildings:".
B. STEEL FLOOR FORMS: Gauge as shown on plans. Material as
manufactured by Granco Steel Products Company, or equal.
C. BAR JOISTS: Open web truss type, fabricated and erected in
accordance with Steel Joist Institutes Standard Specifica-
tions.
D. METAL DECK: All metal deck to be Narrow rib, 1 1/2", 22
gauge, Type "A" as manufactured by Wheeling, or equal deck
as manufactured by Granco, Truscon, Inland, Ceco, or
Fen4stra, unless shorn otherwise.
S. BOLTS, ANCHORS: Wrought steel or iron to be tough fibrous,
of uniform quality, free from flaws, or defects, of chemi-
cal and physical properties of steel specified. Where high
strength bolts indicated - they shall meet A.S.T.M. A-325
Specifications.
5A-4 wnRWAANSHIP s
A. PAINTINGS Before leaving shop, clean steel of all rust,
scale, sand or other foreign matter and apply one heavy
shop coat of paint, Paint bottoms of all columns below
finish floor with asphalt rust prohibitive paint. See
below for bar joist painting.
B. CONNECTIONS: In general to be welded. Where bc,lted connec-
tions called for use high strength bolts only. Beam
connections, unless shown otherwise, shall be standard "B"
series.
C. STEEL FLOOR FORMS: Installed in stliet accordance with
manufacturer's specifications.
D. METAL DRCKs Welded to structural support in strict
accor- dance with manufacturer's directions.
1
V77, T
Page 3
DIVISION 5 METALS: STRUCTURAL AND
MISCELLANEOUS
5A STRUCTURAL STEEL
5A-4 WORKMANS}{IP (CONTD)
E. BAR JOISTS:
1. End of joists bearing on steel shall be welded with I"
of weld on each side of each end of bearing chord. See
details for joist anchorage at walls.
2. Bridging as indicated on drawings. Joists to be anchored
properly and bridging in place before any loads placed on
joists. Anchor ends of all bridging at wall.
3. PAINTS: Joists to receive standard factory finish before
leaving shop.
F. ERECTION: Temporary bracing shall be introduced wherever
necessary to take care of all loads to which the structure
may be subjected, including erection equipment and the oper-
ation of same. Such bracing shall be left in place as long
as may be required for safety.
G. GROUTING: All bearing plates shall be set to proper grade
and grouted with"Embecoll non-shrink cement as shown on
drawings.
Page 1
DIVISION 5 METALgs STRUCTURAL ARID
MISCR,I.IANEOUS
5B MISCELLANVOUS METAL WORK
58-1 SCOPE:
burnish and install all items of miscellaneous metal work as in-
dicated on the plans and/or herein specified. These f.tems in
general are as follows: Door jamb angles, all connection angles,
bolts, expansion bolts and anchor bolts required for installation
of miscellaneous metal work.
5B-2 STANDARDSs
Same as for Structural Steel - Section 5A.
5B-3 SHOP DRAWINGS:
Same as for Structural Steel - Section 5A.
58-4 WORKMANSHIP:
Connections same as for Structural Steel, Section 5A.
Page 1
DIVISION 6 CARPENTRY
6A CARPENTRY
6A-1 SCOPE:
The work to be done under this Contract includes the furnishing
of all labor, materials, equipment and services necessary for,
and properly incidental to, the completion of all rough and fin-
ish carpentry work throughout the entire building as shown c•r,
the Drawings and herein specified. This includes the erection
and setting of all millwork and the installation of all hardware.
6A-2 CONNECTING WORK:
""he Contractor shall consult tte specifications under headings
of other contractors doing work in connection with this parti-
cular trade and any caznentry'work or materials which is not
specified under these other headings, and which is necessary
or required for the receiving and thorough completion of the
work, shall be done by this Contractor.
6A-3 SCAFFOLDING, PROTECTIONS,
ETC.:
This Contractor shall provide all necessary protections at all
openings to keep out cold and rain, and protections along side-
walks and streets, and all shall comply with all the City Ordi-
nances. This Contractor shall furnish and erect all necessary
scaffolding to be used in connection with his work.
6A-4 LAYOUT:
This Contractor shall be responsible for all general layout work
and measurements 'and shall erect substantial batter boards at
all principal corners,level with the finish floor line as shown
in the drawings. ' All work shall be erected plumb, level, truo,
and in accordance with the details.
6A-5 PROTECTION:
All lumber shall be protected and kept under cover both in tran-
sit and at the job site. Material shall not be delivered unduly
long before it is required for construction. Lumber shall not
be stored within the structure during the process of concrete
block masonry, nor until masonry is reasonably dry,
1 ~ l 7r. +'L r rk :4
Page 2
DIVISION 6 CARPENTRY
6A CARPENTRY
6A-6 GUARANTEE;
All wood doors to be guaranteed against warpago, defective work-
manship and u;iusua,l deterioration for period of two (2) years
after final ar;ceptance of building by Owner. Written guarantee
also applies ro cabinet doors. If Contractor finds it necessary
to deviate fr6m. the Plans and Specifications regarding thickness
or construction of doors to comply with guarantee, he shall do
so and include same in his Proposal.
6A-7 FRAMING LUMBER:
Lumber shall be standard dimension, kiln dried, Southern Yellow
Pine Lumber, graded in accordance with standard specifications
for grades of Southern Pine Association. Lumber shall be No. 1
common for exposed work and No. 2 common for concealed work,
S4S, unless otherwise specified.
6A-8 WOOD GROUNDS, BLACKING
AND FURRING:
A. Shall be properly located and installed to suit'4the finish
appliod and secured in a rigid, approved manner to suit
drawings, as directed. The use of wood plugs, in masonry
for se:uring work will not be allowed. Wood grounds,
blocking, furring, and nailing strips in connection with
structural steel shall be attached with approved bolts
or machine screws, including nuts and washers as required
by drawings, and/or as directed by Architect. All drilling
and tapping of structural steel, including bolts, nuts,
machine screws and washers necessary for attaching wood-
work are included in Steel, Division 5, of these specifica-
tions.
B. Where woodwork is required to be attached or connected
directly to masonry or other hard surfaces, secure same
with screws or expansion bolts and plugs or shields in
a manner to provide a rigid and permanent support. Counter-
sink screws and bolts and plug holes where same are ex-
posed.
pll'" 6 }a gY y. i v iyu
1 Y 1 6 Y. Cr":
Page 3
DIVISION 6 CARPENTRY
6A CARPENTRY
6A-9 ROUGH HARDWARE:
Rough hardware shall include all nails, screws, bolts, expan-
sion inserts, slips, anchors, inserts, etc., required for the
proper installation of the work and not furnished under other
sections of the specifications, and shall be furnished by this
Contractor.
6A-10 FINISH MATERIALS:
All doors, trim, cabinets, and all other items of millwork will
be furnished this contractor by the millwork sub-contractor.
Any item not up to specifications and details shown on the Plans
shall be reported to the Architect, as installation of any mill-
work shall constitute acceptance of same with Carpentry Contrac-
tor assuming full responsibility for all work after installation.
Hardware will be fu rnished this Contractor by the Hardware sub-
contrastor.
6A-11 FINISH INSTALLATION IN
GENERAL
Drill holes in hardwood for nails. All work shall be installed
free of split ends, tool marks and other defects to mar appear-
ance. Carpenter shall hand sand all j6ineryl,'made at job, '.td
produce a smooth finish.
6A-12 DOORS AND FIXED PANELS:
Doors shall be trimmed and fitted so as to fit snugly without
binding. Hardware for doors shall be fitted so that they will
close without forcing and so as to prevent any rattle. Hard-
ware cuts shall be true and neat. Immediately after sanding
doors and fixed panels, remove them and paint top and bottom
edges with one heavy coat of first scheduled finish. Doors and
panels shall be fitted in frames with 1/811 clearance on side and
tops. Clearance of door bottoms above floor shall be determined
by Architect at job. Lock stiles shall be beveled at rate of
1/611 in 2 inches.
Page 4
DIVISION 6 CARPENTRY
6A CARPENTRY
6A-13 HARDWARE:
The Carpenter shall fit, place and adjust all finishing hardware
for building. Hardware Contractor will furnish a hardware sche-
dule to door manufacturer who shall do whatever blocking is re-
quired for doors to accommodate the necessary hardware.
6A-14 GYPSUM BOARD:
Refer to room finish schedule for areas that receive gypsum
board. 5/811 gypsum board shall be "Fireguard" } or equal, minimum
fire rating one hour. Tape and fill all joints and sand smooth
ready i'or paint. Provide metal channel edge'at intersection of
walls.
6A-15 METHODS:
No splicing between bearing points. Strap all p:umbing, elec-
tric and heating ducts with 16 gauge galvanized metal ties.
Framing, fit tight, cut square, no shims for lAveling. Toe-
nail studs 2 sides. Double studs at openings, triple at cor-
ners and 'ITS' intersections. One row horizontal bridging in
stud walls, cut in and securely nailed,
6A-16 CEMENT ASBESTOS BOARDS
Soffit and fascia material to be 1/401 thick, installed in strict
accordance with manufacturer's recommendations. Butt joints of
raw cut edges are not permissible. Maintaih a uniform module
of joints which conform with the manufactured sheet dimensionb.
:'GPyY, aT `er
r
Page 1
DIVISION 6 CARPENTRY
6B MILLWORK
6B-1 SCOPE:
This section includes the furnishing of materials, equipment
and labor required to complete all interior woodwork except
that which is specified under the rough carpentry or finish
carpentry. This includes all exposed wood, exposed playwood,
hard plastic laminate, wood doors, wood base and other trim,
and cabinets.
60-2 QUALITY STANDARDS:
The quality standard of the Architectural Woodwork Industry
(AWI) for "custom" grade materials and workmanship shall be
used as the minimum standard for all work under this section.
66-3 COMPEITENCE:
The Owner reserves the right to approve the Millwork Contractor
selected to furnish all or part of the millwork. The approved
Millwork Contractor shall have a reputation for doing satisfac-
tory work on time and shall have successfully completed com-
parable work.
68-4 SHOP DRAWINGSs
Furnish shop drawings as specified under Division 1 of all mill-
work except stock items referred to by manufacturer's catalogue
number; drawn in related and/or dimensional position with sec-
tions either full size or 310 scale.
68-5 FIELD 6TMkf830NS s
This Contractor shall be responsible for details and dimensions
not controlled by job conditions, and shall show on his shop
drawings all required field measurements beyond his control.
The General ContfAL13tor and the Millwork Contractor shall cooper-
ate to establish and maintain these field dimensions.
68.6 DELIVERY AND STORAGE:
The Millwork Contractor and the General Contractor shall jointly
be responsible to make certain that items of millwork are not
.
Page 2
DIVISION 6 CARPENTRY
6B MILLWORK
6B-6 DEI.Ivnvy AND STORAGE (CONTO)
delivered until the building and/or storage area is sufficiently
dry so that the millwork will not be damaged by excessive e-hanges
in moisture content.
6B-7 MATERIALS:
A. Millwork for Transparent Finish:
1. Quality Grade: Material and workmanship shall conform
to custom grade requirements of the AWI standards.
2. Wood Species: Red Birch exposed surfaces; clear fir
concealed surfaces,
3. Plywood: Rotary cut red birch on exposed surfaces,
or as later specified; rotary cut fir on all other
surfaces. Sheets to be ungrooved 4' X 81 panels.
B. Interior Doors: As manufactured by Weldwood, Roddis, or
Mengel.
1. Quality Grades All interior flush wood doors shall
be premium grade.
2. Faces and Finish: All interior doors shall have face
veneers of rotary cut red birch.
C. Painted Cabinet Work: Clear yellow pine for shelves in
rooms 122, 114, and 113.
6B-8 CABINETS:
Shall be shop fabricated and finished. Materials and workman-
ship generally as followst (See Section 6B-2 Quality Standards).
A. PanOl^es Exposed to view and concealed end panels shall be
3/410 plywood surfaced with birch veneer.
B. Bottoms: Shall be 3/4" fir plywood with solid birch nosing
on exposed "ges.
Page 3
DIVISION 6 CARPENTRY
6B _ MILLWOUK
6B-8 CABTNETS (CONTn)
C. Shelves: Shall be 3/411 1'i,: plywood with birch nosing T and
G joint on exposed sdges. Nosing 3/411 X 1/2" plus tongue
unless otherwise detailed. Adjustable shelves adjustable
at 111 intervals.
D. Cabinet Tops:
1. Base Cabinet Tops: 3/4" particle board (Novoply), sur-
faced with 1/16" Standard Grade Formica (or Textolite)
and backed with formica backing sheet; top formica to
lap edge formica and corner cut to 600 angle to hori-
zontal.
B. Framing Members: Concealed framing members shall be clear
white pine, dimensions as required for detailing; joints of
web frames may be mortise and tenon or stub tenon; web
grames to end panels or partition joints shall be Dado;
all joints to be secured with con.;ealed nails and pressure
blued.
F. Hinged Doors: All hinged doors shall be 3/4" birch surface
sides; cupboard door core plywood, with plowed-in edge
band.
0. Hardware: For cabinets will be found in Section ZOA
Finish Hardware.
H. Cabinet Finishes: Are specified in Section 9A to which
add following: All parts of all cabinets and miscellan-
eous items such as frames, etc., shall have one coat of
sealer as specified under finishes. This includes all
wood parts exposed to air after the cabinet is assembled
whether exposed to view or not.
68-9 GUARANTEE-
All wood doors to be guaranteed against warpage, defective
workmanship and unusual deterioration for period of two (2) years
,.h.
Page 4
DIVISION 6 CAWaNTRy
6B MILLWORK
6B-9 GUARANI'lq-t (CONTD)
after final acceptance of building by Owner. Written guarantee
also applies to cabinet doors. If Contractor finds, it necessary
to deviate from the Plans and Specifications regarding thickness
of construction of doors to comply with guarantee, he shall do
so and include same in his Proposal.
7
Page 1
DIVISION 7 MOISTURE PROTECTION
I
7A ROOFING ANC ROOF INSULATION
7A-1 SCOPE;
Furnish all labor and materials required to install roofing over
all roof surfaces of the entire Project unless otherwise indica-
ted on the plans.
7A-2 MATERIALS:
All materials shall ba deliva red to the building in the original
containers and rolls, and shall bear the manufacturer's brands
and have unbroken seals.
A. Pitch: Shall comply with "Koppers" A,S.T.M. D-450, Type A.
Coal Tar Pitch shall not be heated to more than 400 degrees
F. and shall be applied to the roof between 350 and 375
degrees F.
B. Tarred Felt: Shall be equal tc "Koppers" A.S.T,M, D-227.
C. Gravel or Sla : "Koppersi+ - meeting A.S.T.M. Specifica-
tions D-1863 - 61T,
D. Insulation: Roof insulation over metal deck shall be U.L.
rated, 111 thick. Insulation shall be ItPiberglas, « "Foamglas"
or "Fesco Board+f applied in accordance with manufacturer's
specifications and also with roofing manufacturer's direc-
tions.
7A-3 SURFACE:
Examine all roof surfaces to make certain roof surfaces are clean,
free from projections or holes injurious to membrane - dry - and
in all respects acceptable to Architect and Owner's representa-
tive before any roofing is applied.
A. Install "Koppers" 20 year, 4 ply, bonded roofing in strict
accordance with Koppers Specifications No. 17. Equal roof
by Barrett, Bird, Johns Manville or Ruberoid will be accep-
table. Any variations from the Koppers Specifications must
be approved In writing by Architect.
Page 2
DIVISION 7 MOISTURE PROTECTION
7A ROOFING AND ROOF INSULATION
7A-3 SURFACR (CONTD)
B. Insul ation: Insulation shall be anchored to metal deck with
U. L. rated incombustible adhesive as per manufacturer's
specifications or hot steep asphalt spread at the rate of
15 lb. per 100 sq. ft. in 101' wide strips spaced not closer
than 12" on center.
7A-4 FLASHING:
All roofing should be flashed and counter flashed wherever re-
quired in accordance with details on plans, and in accordance
with best roofing practice. See Sheet Metal Section.
7A-5 ODOPERATION:
The Roofing Contractor shall cooperate with the Sheet Metal
Contractor so as to coordinate all work pertaining to roof con-
struction. }!e shall inform the Sheet Metal Contractor in ample
time as to when he should plan to start installing his work.
7A-6 GUARANTEE:
Furnish to the Owner, Koppers Standard 20 year Roofing and
Flashing Bond.
9't lk" `7 1 a k,
Page 1
DIVISION 7 MOISTURE PROTECTION
7B WATERPROOFING AND
DAMPPROOPING
7B-1 SCOPE:
This section includes the membrane waterproofing under all
floor slabs as detailed and the dampproofing membrane in ma-
sonry walls. Caulking covered under Section 7C.
7B-2 MEMBRANE WATERPROOFING:
See Division 3A-4 A. for Waterproofing Spec.
78-3 DAMPPROOPTNG:
Where shown on plans and labeled D.P. shall be equal to t'Sisa1-
craft Waterproof Paper's with 2 oz, roppersurface one side as
manufactured by Sisalcraft Company.
All surfaces to be clean and dry before installation of damp-
proofing. At thru-wall and horizontal surfaces dampproofed,
Mason Contractor shall provide a smooth cemented bed, pitched
slightly toward exterior, Lap sheets 311 at joints, cement with
high grado asphalt mastic. Where dampproofing comes thru walls
turn down slightly on exterior faces, trim flush with joint face
upon completion of masonry work.
7 1 Y. '.:F r. ♦ a ! .t .A nip
Page 1
DIVISION 7 MOI?TURE PROTECTION
7C CAULKING
7C-1 SCOPE:
Work under this section by General Contractor includes caulk-
ing around all exterior window frames, door frames, grille
openings and at all other places necessary to insure a weather-
tight job. Caulk at"interior windows and door frames, and
elsewhere that materials scribe to wall, as necessary to close
all joints between these materials and the wall surface.
7C-2 MATERIALS;
Where Thiokol caulking is used, it shrill be equal to "Horn-
flex" as manufactured by A.C. Horn Company. All other caulking
by General Contractor shall be A. C. Horn Company's "Vulcatex.11
or approved equal. Exterior use of caulking such as tAndow
frames, grille openings, and exterior door frames, shall require
Thiokol. Interior uses may be Vulcatex. ~N
SPage 1
DIVISION 7 NX)ISTURE PROTECTION
7D SHEET METAL WORK
7D-1 SCOPE:
Furnish all items of labor and materials as required to complete
the sheet metal work as shown on the drawings and/or herein
specified.
7D-2 MATERTALS:
A. Galvanized Iron: shall be equal to "Armco.tt
8. Solder: 50/50 warranted pure. Acid may be used as a.flux
if thoroughly neutralized and removed after use.
C. Cold rolled, conform to A.S.T.M. 8-152-60.
7D-3 FLASHING:
Furnish and install 24 gauge galvanized iron cap and counter
flashing as shown on the drawings. Metal in contact with roof-
ing shall be painted one coat of bituminous paint prior to
installation. Form cap flashing in 81 sections lap 4" and
solder.
7D-4 DOWNSPOUTS:
Furnish and install 24 gauge G.I. downspouts to size and shape
as shown on the drawings.
7D-5 WORKMANSHIP:
This Contractor shall carefully examine all surfaces prepared
for flashing, etc., by other trades and shall point out all
dofects, and see that necessary corrections are made before
proceeding with his work. All internal and external corners
of flashing and gravel stops to be mitered, reinforced, riveted
and soldered.
7D-6 OOOPERATION:
Cooperate with Roofing Contractor and other trades to coordinate
all work pertaining to sheet metal work.
w.:
Page 1
DIVISION 7 M3ISTURE PROTECTION
7E INSULATION
7E-1 SCOPE:
Includes 1" sound insulation, batt type insulation.
7E-2 WORX INCLUDED ELSEWHERE:
Roof insulation included in Section 7A. Pipe insulation in-
cluded in Mechanical Section.
7E-3 MATERIAL:
A. Batt Insulation - Rock wool, blanket type, with built-in
vapor barrier - 4+1 thick locate above ceiling.
Page I
DIVISION 8 DOORS WINDOWS
AND GLASS
hA HOLIAW METAL WORK
8A-1 SCOPE:
The work to be done under this specification consists of the fur-
nishing and installation of all hollow metal-doors and frames
as shown and called for on the drawings, See Door Schedule.
M
8A-2 SHOP DRAWINGS:
Complete shop drawings shall be furnished, listing each Indivi-
dual opening on a door schedule, giving head and jamb details,
profiles, door,$i2es, types, hardware sets, anchors and etc.
Detail dravwing,'#s per industry standards shall accompany sche-
dule, Furnish 'three (3) copies for approval, and as ipany.,final
copies as may be'required. One (1) approved copy shall`}:"&,given
to the Architectural Hardware Supplier.
8A-3 FINISH:
All exposed surfaces of doors and frames shall be primed with
a zinc chromate or red oxide primer, or shall be galvanized
bonderized (paint grip type) steel.
8A-4 HARDWARE PREPARATIONS
Hardware and hollow metal doors and frames, shop drawings, finish
hardware schedules and blue print templates shall be handled in
accordance with the N,B,H,A, Procedure for Processing Hardware
Schedules and Templates:
A, Doors and frames shall be mortised, reinforced, drilled
and tapped for all mortise hardware as specified under
the Finish Hardware Specification.
B. Hinge reinforcements for 1 3/4" thick door shall not be
less than #10 U.S, gauge - 811 in length.
Co Hinge reinforcements for 1 3/811 door shall not be less
than #12 U.S, gauge by 8" in length,
D, Lock front and strike reinforcements shall not be less
than 14 gauge steel,
77,
,J- .en
Page 2
DIVISION 8 DOORS, WINDOWS
AND GLASS
8A HOLLOW METAL WORK
8A-4 HARDWARP PREPARATION (CONTD)
E. Doors requiring surface applied hardware such as, pulls,
push plates, exit devices shall have reinforcement of not
less than 14 gauge steel welded internally to door.
F. Door closer reinforcements shall be at least 12 gauge thick
channel 3 3/411 wide X 16" long. Parallel arm closer and
over head door holder reinforcements shall be at least 12
gauge channel 7 1/211 wide 18" long, welded to door.
G. Doors receiving sectional trim (knob and roses) shall have
proper drilling for cylinder, knob and thumb knob spindles.
Standard Government 86 lock cutouts will not work with sec-
tional trim.
H. All drilling and tapping for surface applied hardware shall
be done in the field by others.
I. Frame reinforcement for closer and overhead door holder
arm shoes small be at least 12 gauge - 1 1/21+ X 1811 welded
to inside of frame.
J. Corner bracket reinforcement shall be two pieces at least
12 gauge X 1 1/211 X 811 - (1) piece each welded to jamb and
head.
K. Frames receiving rim exit devices, push and pull, shall be
blank without any strike cutouts.
L. Strike jamb of frame receiving rim exit device strike, shall
have reinforcement of not less than 12 gauge X 1 1/211 X 811
welded to inside of frame.
M. All reinforcements shall be steel.
N. All mortises shall be covered with a plaster guard.
'14 7
4
Page 3
DIVISION 8 DOORS, WINDOWS
AND GLASS
8A HOLLOW METAL WORK
.e.
8A-5 .VGLAZING-.
4,
Glass and glazing to be furnish Ly others. Doors and frames
receiving glass shall be prepared for same. Furnish glass stop
cut to size with screws for all glass openings in frames. Tem-
porarily attach stops to frame with one screw in each piece.
8A-6 LABELED DOORS AND FRAMES:
All doors and frames indicated on plans as labeled shall bear
an Underwriter's Label, and be of class as shown on door schedule.
8A-7 FRAMRSt
All frames shall be of combination buck typ of size, style and
type as shown on drawings and door schedule4~ Vey shall be of,
full uniform size with true square bends aniall meet above
specifications.
A. Provide each jamb with a welded on base or floor r,nchor,
Provide each jamb with a minimum of three (3) wall anchors
to suit wall conditions,
Be Each strike iamb shall be uunched and furnished with three
(3) rubber silencers or mutes - two at head for pairs,
C,
Frames shall be of welded construction. Faces and returns
of the K.U, type frame to be wel6id. Custom type frames
without corner reinforcements shall be continuously welded.
Exposed welds shall be ground smooth, free of voids, burrs,
open joints or grinder marks,
8A-8 ODN:TRUCTION:
Door stiles shall be flush type, similar to Pnweld, Series
1100,
Metal doors shall be furnished where shown on plans, be of
size and type as detailed, and be 1 3/411 thi(A. Door face
panels (skins) shall be constructed of 18 gf,uge cold rolled
steel, with no seams on face panel, termed full flush, rein.
forced with hat shaped vertical stiffener channels projection
Page 4
DIVISION 8 DOORS, WINDOWS
AND GLASS
8A HOLLOW METAL WORK
8A-8 CONSTRUCTION (CONTD)
welded to face }anc s on approximately 8" center, alternating
front and rear, so a stiffener occurs approximately every 4',
on the center 2/3 o!! the door. Face panels shall also be pro-
jection welded together around entire perimeter edge on 2'?
centers. No weld marks shall be visible. Hinge reinforce-
ments shall be 6 gauge cold rolled steel, for 1-1/2 pr. 4-1/21' X
4-1/211 X ,134 thick template hinges, shall have 12 gauge closed
box design closer reinforcement, mortise and reinforcements of
12 gauge steel, for loeksets, deadlock, exit a,ivices, and other
hardware, as specified in Hardware Sp.,cificp.~.&on. (Note: lock-
sets must have flat fronts). Install reinforcements of 12 gauge
steel for surface applied hardware. All drilling and tapping
for surface applied hardware shall be done in the field by others.
Interior of doors, shall be filled with glass fiber material for
sound deadening. Furnish blank doors without cutouts, as re-
quired. Labeled doors shall have 18 gauge face panels, meet all
underwriters requirements and bear an Underwriter Label. All
doors shall be cleaned, phosphatized with a baked on coat of
Zinc-Chromate synthetic primer. Each door shall be individually
and completely wrapped for protection in shipment and marked
with shop drawing door number. Glazing shall be done in the
field by others,
Page 1
DIVISION 8 DOORS WINDOWS
AND GLASS
88 WINDOWS
8B-1 SOOPt'.
Furnish all items of labor, materials and equipment to complete
the window installation as indicated on drawings and/or herein
specified. Windows shall be on job site beforo masonry laid
around any openings.
A. Windows shall be Series 1300 manufactured by General
Aluminum Corporation, or approved equal.
88-3 GLAZING:
Glazing shall be D.S.B, exterior snap-on type lifetime rigid
glazing bead.
88-4 ERECTION.,
All windows shall be set true and plumb and stcurely anchored by
others. All windows shall be properly caulked to assure a water
tight joint between window and surrounding construction. Anchors
furnished with windows.
8B-5 PERFORMANCE:
Windows shall conform to all requirements of the Aluminum Window
Manufacturer's Association Master Specification P-A2.
88-6 FINISH:
Windows and mullions shall be cleaned and Lustre-Etched, fol-
lowed by a clean coat of water white methacrylate lacquer.
88-7 DISSIMILAR METALS:
Where aluminum windows fasten to steel supporting members or
other dissimilar metal parts, keep from contact with same by
heavy coat alkali resistant bituminous paint to effectively
break any direct contact with dissimilar metals.
IT~
Page 2
DIV?'SION 8 DOORS WINDOWS
AND GLASS
8B WINDOWS
8B-8 CLEANING:
General Contractor is responsible for protection of windows
during construction and for cleaning windows after building is
completed.
NTI
Page 1
DIVISION 8 DOORS, WitmoWS
AND G--LASS
8C GLASS AND GLAZING
8C-1 SCOPR.
This section includes the furnishing of all items,.of labor,
materials, and equipment required to complete allTglass and
glazing work as shown on drawings or herein speei#ied.
8C-2 MATERIALS:
fhe following materials manufactured by the Libbey-Owens Ford
Glass Company are specified to establish a quality and design,
equal quality by other manufacturers will be acceptable:
A. Windows: See Section 8B-3.
S. Mirrors: See Section 1OA-13.
C. Door Glass: See Section 8D-2.
8C-3 INSTALLATIONt
Do not set glass until rebates have been primed and priming is
dry. All glass, except otherwise noted, shall be bedded, back
puttied, secured in place and face puttied. Apply putty uni-
formly, in straight lines, with accurately formed bevels and
clean-cut corners; re'nove excess putty from glass. Secure all
window glass with aluminum glazing beads furnished by window
manufacturer. Secure stops to doors with oval head chrome
plated wood screws.
8C-4 MIRRORS:
See Plans for size and location. All mirrors shall be installed
with concealed anchorage.
BC-5 GLASS BREAKAGE AND
CLBANING:
Upon completion of work the Contractor shall make good at his
eniense all broken glass or defective glazing and leave work in
clean condition, free of misplaced materials, stains, labels,
dirt, eto.
r ti
v e' ~ " y
Page 1
DIVISION 8 DOORS WINDOWS APJD
GLASS
8D ALUMINUM - GLASS ENTRANCES
8D-1 SCOPE:
Furnish all items of labor, materials and equipment to complete
installation of aluminum - glass doors as shown on plans.
8D-2 MATERIALS:
Door 109 to be equal to aluminum sliding patio door by General
Aluminum Corporation with 3/1611 clear crystal insulating glass,
using a rigid vinyl snap-in glazing bead.
8D-3 CLEANING:
General Contractor is responsibit- for protection of aluminum
during construction and fov cleaning same after building is
complete.
817-4 DISSIMILAR METALS :
Where aluminum work fastens to steel supporting members, or to
other dissimilar metal parts, keep from direct contact with
same by heavy field cost of alkali resistant bituminous paint
to effectively break any direct contact between dissimilar me-
tals.
t
•
151
t
Page 1
DIVISION 9 FINISIMS
9A PAINTING
OA-1 GENERAL:
See A.I.A. General Conditions and .'kipplementary General Conditions,
Section 1.
A. The Painting Contractor shall read and be governed by the
General Conditions contained in the complete Specifications
for this Project which are incorporated herein and made a
part thereof.
B. The Painting Contractor agrees to save the owner, General
Contractor, and Architect harmless from all liens or dam-
ages to persons or property arising from or caused by his
work; and to carry sufficient liability and property dam-
age insurance on the job in an amount satisfactory to the
Architect and Workman's Compensation Insurance for all
workmen.
9A-2 SCOPE:
A. The following specifications cover the complete painting
and finishing of all surfaces throughout the interior and
exterior of the buildingt except as otherwise specified.
B. The Painting Contractor shall supply all labor, materi also
ladders, scaffolding, and other equipment necessary for the
completion of this work according to the Plans and Specifi-
cations.
Co The Painting Contractor shall be responsible for inspecting
the work of others prior to the application of any paint
or finishing material. If any surface to be finished cannot
be put in proper condition for finishing by customary clean-
ing, sanding, and puttying operations, the Painting Contrac-
tor shall immediately notify the General Contractor,
Architect, of Owner in writing; or assume responsibility
for and rectify any unsatisfactory finish resulting. P(
D. The Painting Contractor shall examine the specifications
for the various other trades and shall thoroughly famili-
arize himself with all their provisions regarding their
painting. All surfaces that are left unfinished by the
requirements of all specifications shall be painted or
finished as a part of this contract.
L
7- 7
Page 2
DIVISION 9 FINISHES
9A PAINTING
9A-2 SCOPE (CONTD)
E, Copper, bronze, chromium plate, nickel, stainless steel,
aluminum, Monel metal, lead, and lead coated copper shall
not be painted or finished, except as otherwise noted.
9A-3 STORAGE;
All materials used on the job shall be stored in a single
place designated by the Owner or Architect. Such storage
place shall be kept neat and clean and all damage thereto
or its surroundings shall be made good. Any soiled or used
rags, waste, etc., must be removed from the building every
night and every precaution taken to avoid danger of fire.
9A-4 EXTRAS:
The Painting Contractor shall not be entitled to any payment
in excess of the amount agreed upon in his Contract for tiny
extra work over and above that specified herein, unless au-
thorized in writing by the Architect's duly authorized repre-
sentative.
9A-5 MATERIALS:
A. All materials used on the work shall be as hereinafter
specified in brand and quality. No claim by the Painting
Contractor, as to the unsuitability or unavailability of
any material specified, or his unwillingness to use same,
or his inability to produce first class work with same,
will be entertained unless such claims are made in writing
and is submitted with his bid, All paints, varnishes,
enamels, lacquers, stains, paste fillers, and similar
materials must be delivered in the original containers
with the seals unbroken and labels intact. Paint used
shall bo as manufactured by Devoe, DuPont, Pratt &
Lambert, Allied or Cook.
8. All materials shall be used only as specified by the
manufaoturer's directions label on the container.
i
Page 3
DIVISION 9 FINISH
9A_._ PAINTING 9A-,5 MATR"M-S C. (CONTD)
All painting materials
turpentine such as linseed oil
, etc., shall be , shellac,
and approved by the Architect, The Pure an Of the highest quality
ing labels on the containers. Y shall bear identify_
D. Bids shall be based on the use of
brands, qualit good quality, specific
th`tractorydesires~to ruse materialseother han
those specified at~ove tPacified. If
s~ritin- he shall submit his one of
to the Archit e ct for a re nest in
bate, royal rior to the Bid
9A-6 WORKMANS}fIp=
The workmanship shall be of the very best,
anics shall be employed, Only skilled mach-
A. Where interior or
the mill or shop exterior wood a~d metal are primed in
material shall inaeverpart of the painting contract, the
surfaces and shall be useds, be that
dance with the
turer's directions for the first or dance withd for such
manufac-
"Shop Coats" on the following pages). priming coat. (See
ee
B• Exterior painting shall not be done while the s s
or during cold) rainy or frost urface
when is
temperature is likely to drop to freezing, Avoid
they are exposed to hot sun, painting
C• Floors and adjacent surfaces
be painted as well all surfaces to
shall be clean before painting,
D, All knots, ptich streaks and sappy spots shall be touched
up before priming, ed
All necessary
be done after thetfirstocoatil holes, cracks, etc,, shall
match that of the finish, ' with putty of a color to
with the adjoining surface ~taY shall be brought flush
neat and workmanlike manner,
.
Page 4
DIVISION 9 FINISHES
9A PAINTING
9A-6 WORKMANSHIP:(CONTD)
F. All metal surfaces shall be washed with mineral spirits
to remove any dirt, oil or grease, before applying mater-
ials. Remove rust or scale by Wire brushing or sanding
clean before painting. Shop coats of paint that become
marred shall be cleaned and touched yap with the Devoe
Primer specified,
G. All galvanized metal surfaces shall be coated with Devoe
Zinc Dust Primer,
H. All exterior trim shall be back-primed before installa-
tion, evenly spread and smoothly flowed on without runs
or sags.
I. All coats shall be thoroughly dry before applying succeed-
ing coats. Allow all exterior primers and undercoaters
to dry at least 48 hours.
J. All work where a coat of material has been applied must be
inspected and approved by the Architect before the applica-
tion of the coat applied will be given and the Contractor
automatically shall assume the responsibility to recoat
the work in question. The Painting Contractor shall fur-
nish the Architect % report of each coat applied when com-
pleted for inspection and approval to comply with the above.
• z
K. All interior trim shall be back-primed before installation,
with Devoe Enamel Undercoat,
L. All woodwork to be finished with enamel or varnish shall
be sanded smooth and the surface cleaned before proceeding
with the application of the first coat.
M. Tops, bottoms, and edges of doors after they are fitted by
the carpenter shall be finished same as interior finish.
N. The painting Contractor shall secu4e color schedule for
rooms before applying any paint or finish. All priming
coats and undercoats shall be tinted to the approximate
shade of the final coat to assure uniformity of color in
the finish.
.
-9 21
Page 5
DIVISION 9 FINISHES
9A PAINTING
9A-6 WORKMAN%1IP (ODNTD)
O. All suction spots or "hot spots" in plaster or cement
after the application of the first coat, shall be touched
up before applying the second coat, to produce an even
result in the finish coat.
P. All scratches, cracks, and abrasions in plaster surfaces
and openings adjoining trim, shall be cut out as required,
then filled with a spackling compound or approved patching
plaster, flush with adjoining plaster surface and when dry
shall be sanded smooth and sealed before application of
priming coat.
Q. Paste wood filler, applied on open grain wood, when "set"
shall be wiped across the grain of wood, then with the
grain to secure a clean surface.
R. Surfaces to be stained shall be covered with a uniform
coat of stain and wiped off if required.
S. Enamel or varnish finish applied to wood or metal shall
be sanded with fine sandpaper and then cleaned between
coats to produce an even, smooth finish.
T. All closetn, and the interior of all cabinets shall be
finished the same as adjoining rooms, unless otherwise
specified. All other surfaces shall be finished the same
as nearest or adjoining surfaces unless otherwise speci-
fied or directed by the Architect.
U. All lettering shall be executed in style and design and
directed by the Architect, by skilled and capable mechanics
employed for this work.
V. The Painting Contractor shall not only protect his work at
all times, but shall also protect all adjacent work and
materials by suitably covering or other method during pro-
gress of his work. Upon completion of the work he shall
remove all paint and varnish spots from the floors, glass
and other surfaces. Ile shall remove from the premises all
rubbish and accumulated materials of his part of the work.
I
~j
14,
Page 6
DIVISIOP, 9 FINISHES
9A PAINTING
9A-6 WORKMANSHIP (CONTD)
W. Apply all paint materials the thickness as suggested on the
product data sheet for that particular material as published
by Devoe Paint Oampany ( See Architect's Specification Book
A.I.A., File No. 25).
9A-7 SHOP COATS:
In painting new structures, the first or priming coat is often
applied in the shop or mill. This is especially true of such
building materials as structural steel, metal sash, and trim,
ornamental iron, and interior woodwork; nonsult those sections
to verify whether these are to receive shop coat.
If shop coat is to be applied at the mill, under a mill con-
tract, this coat may be omitted in the Painting Specification.
9A-8 PAINTING SCHEDULE:
Color schedule to be furnished by the Architect. All underwater
or primer next to final color shall be tinted similar to the
finish coat:
A. EXTERIOR
1. METAL - (3 coats)
(Clean metal with solvent to remove all foreign material)
a. Zinc Dust primer,
be Devoe Super All Weather Pause Paint.
c. Devoe Super All Weather House Paint.
NOTE: Paint bottom of any steel columns below finish
floor or grade with one heavy coat of rust-
preventive asphaltic coating.
2, CEMENT - ASBESTOS BOARD - Wood rook Soffit and Fascia
to be painted with two coats of exterior latex.
3. WOOD
as 1 coat Davoe 539 Devral H. P. Undercoat
be 1 coat Devoe Super All Weather House Paint
c. 1 coat Devoe Super All Weather House Paint
,r
~ k
Page 7
DIVISION 9 FINISHES
9A-8 PAINTING SCHEDULE (CONTD)
S. INTERIOR
1. METAL - doors, frames, bar joists, deck (2 coats)
(Clean metal with solvent to remove all foreign materials)
a. Spot coat as necessary - Zinc Dust.
b. "De-Vo-Ko" semi-gloss enamel.
c. "De-Vo-Ko" semi-gloss enamel.
2. WOOD - STAINED FINISH - doors, trim, paneling cabinet
work (3 coats)
at Wonder Wood Stain (mix as necessary to match sample
submitted by Architect).
b. Devoe Wonder-Wood Seal.
of Devoe Wonder-Wood Satin Varnish (submit sample fo.
Architect's approval).
3. GYPSUM BOARD - (See Room Finish Schedule) - (2 coats)
a. 1 coat Devoe Vinyl Wondertone
b. 1 coat Devoe Vinyl Wondertone
4. WOOD PAINTED - Shelves in 122, 114, and 113
a. Devoe # 8030 Enamel Undercoat.
b. Devoe Velour Eggshell Enamel.
S. INTERIOR L.W.C. WALLS - Exposed interior L.W.C. walls to
be painted with
a. 1 coat Devoe Vinyl Wondertone
b. 1 coat Devoe Vinyl Wondertone
6. INTERIOR L.W.C. WALLS TO RECEIVE EPOXY,- See lboom
Finish Schedule for location.
a. 2 coats block fill similar to SpeeAhide Block Filler,
6-74
b. 2 coats Pitt-Glaze.
Manufacturer's recommendations to be ~'trictly adhered to.
{
I
I
1
Page 1
DIVISION 9 FINISHES
98 RE,4IT.IENT FLOORING
9B-1 savr
Include the furnishing of all labor, material and equipment as
required to complete resilient flooring as shown on the Drawings
or herein specified.
9B-2 MAIPRIALS:
A. VINYL ASBESTOS TILE: Size 121, X 12t, X 3/3211 thick Fed.
Spec. L-T700345 in the Travertex, Imperial, Woodtone,
or standard series as manufactured by Armstrong. Equal
grade tile by Kentile or Amtico will be considered as
equal. No borders will be used. Color of tile to be
selected by Architect.
B. PRIMER AND CEMENT: Shall be as approved by the Manu-
facturer furs shing the vinyl asbestos tile.
C. VINYL BASES: Shall be solid vinyl 1/811 thick rounded
top 4+1 high, set on type cove, with pre-formed in and
out corners,
98-3 PREPARATION OF SUB-FLOOR:
This Contractor shall inspect subflooring before starting his
work. Notify the Architect in writing of any defects in sub-
flooring. Do not proceed with work of this section until such
defects have been entirely corrected. Starting of work of this
section shall mean acceptance of the conditions of the under-
flooring by Contractor for work of this section. Immediately
prior to installation of resilient flooring materials, sub-
flooring shall be thoroughly dry, broom clean, free of grease,
oil, paint, varnish, curing compounds, hardeners, sprinkled
cement, mortar, dirt, crumbly or scaly surfaces and the like.
9B-4 INSTALLATION:
Do not start work until work of other trades, including painting,
has been substantially completed. Use only experienced workmen.
Finished resilient flooring materials shall be installed with
adhesives as recommended by tile manufacturer and in a manner
to produce smooth and even-finished surfaces with tiles in
tight-jointed, accurately aligned manner, all In accordance
.~r`T^W --sET v s r f
r✓
1
Page 2
DIVISION 9 FINISHES
98 RESILIENT FLOORING
9B-4 INSTALLATION (CONTD)
with manufacturer's installation directions. Lay tiles square
with room axis. Lay tiles with border width varying to maintain
full Nize tiles in field. Border tiles shall not be smaller
j than 1%2 the width of the field tile. Lay tiles to pattern
selected. Where tiles occur i,n adjoining rooms or spaces, lay
dividing strip of neutral color tile, equal to door jamb in width.
Clean off surplus adhesive, using approved cleaner. Maintain a
temperature of at least 70 Deg. F. for 24 hours prior to installation,
and for 24 hours after installation. Where vinyl asbestos floor
terminates under a door, use resilient tapered edge strip.
9B-5 WALL BASE INSTALLATION:
Do not apply wall base until masonry or other backing material
has dried out thoroughly. Cement base to wall using adhesive
and method recommended by base manufacturer. Form in and out
angles tightly, neatly and from as long lengths as practical.
9B-6 CLEANING, POLISHING]
P ROTE?CTION
When resilient flooring materials have been sufficiently seated,
clean such flooring and polish in accordance with manufacturer's
recommendation. Protect resilient flooring work with building
• paper.
1
Page 1
DIVISION 9 FINISHES
9C ACOUSTICAL TILE
9C-1 SCOPR.
A. All labor, materials, equipment, and transportation re-
quired for and reasonably incidental to the execution
of the following work shall be furnished by the Contractor
unless otherwise noted.
This work shall include all labor and materials required
for the installation of acoustical treatment as noted on
plans and details as well as all acoustical work herein
specified. Rooms which receive acoustical tile work are
so listed in Finish Schedule. Special acoustical Installa-
tions shall conform to details and notes.
C. The contractor shall carefully read the Instructions to
Bidders and General Conditions, as they shall be considered
a part of these specifications equally as if bound herein.
9C-2 CEILING TILE:
See Room Finish Schedule on drawings for location of ceiling
types as called out herein.
A. Install 2411 X 2411 X 5/81f 1-hour fire rated acoustical tile
in rooms as shown in Room Finish Schedule. Installation
shall be on a 1-hour exposed tee metal suspension system
as called out below.
Be All other acoustical the shall be equal to Armstrong
"Fire Guards" Fissured design, 2411 X 4811 X 5/811 - carry-
ing Underwriter's Label - minimum 1 hour - installed on
one hour exposed tee metal suspension system.
9C-3 INSTALLATION
Exposed grid system shall be equal to We J. Hak►rtel b Company.
Main runners shall be 4811 on center. Cross teeo shall be 24"
on center to form a 2411 x 2411 ceiling pattern. Main runners
900D; cross tees - 904D; suspension - galvanized wire, 14 gauge.
Exposed surfaces of "T's" shall be pre-finished white.
Page 2
DIVISION 9 FINISHES
9C ACOUSTICAL TILE
9C-4 TRIM AT WALJ.S:
A. In all rooms where acoustical the ceiling is scheduled;
this Contractor shall install a trim angle, which shall
be applied to wall along the true level line of the ceil-
ing. Such angle trim shall be applied by this Contractor
before applying tile.
Be All ceiling tile shall be applied parallel to walls and
symmetrically spaced between wads. See Reflected Ceiling
Plan. Finish ceiling shall be perfectly level and in a true
plane within cach room,
c. Make ceiling layout where full the may be used as much
as possible and with a minimum of small cuts.
D. Properly frame around vents, recessed lights, etc., as
required.
B. Tile shall be stored in the building for not less than
36 hours before being installed.
F. Only skilled mechanics familiar with this material shall
be used for erection. Special 'care shall be used to keep
finger marks or tool marks from damaging tiles.
j ,
777
Page 1
DIVISION 9 FINISHES
9D CERAMICTILE
9D-1 SCOPE;
Furnish all items of labor, materials and equipment required to
complete ceramic tile floor and base installation shown on the
drawings or herein specified.
9D-2 MATERIALS:
Floor tile shall be natural clay, unglazed, ceramic, 1't X lot
21t X 1'l, 21+ X 211, 1/41t thick, cushion edge, random pattern. As
manufactured by Mosaic, Dal-Tex, or the American Olean Tile
Company. Base shall be 411 high coved bull nosed. Glazed ceramic
wall and ceiling tile to he 41t X 4110
A. Thin-Set Mortar: Use standard Pre-Mix such as Romany-
Spartan Thin-Set Concentrate or thin set mortar mixed
in accordance with standards of the Domestic Ceramic
Tile Industry.
Be GROUTING MORTAR: Use grey Portland Cement or Romany-
Spartan grey Pre-Mix.
9D-3 INSTALLATION:
Install using Thin-Set Mortar method in strict accordance with
recommendations of the Domestic Ceramic Tile Industry or instruc-
tions as published by Romany-Spartan.
9D-4 CLEANINGt
After the painting work is completed and the grouting has set
or hardened, all tile floors and base shall be thoroughly
cleaned in the usual manner to the satisfaction of the Ar6litect.
srera~.r.....- -
I
Page 1
DIVISION 10 SPECIALTIES
IOA FINISH HARDWARE
]OA-1 GENPRAL:
General Instructions and Coneltions, accompanying the Section is
a part of the Agreement entered between the Supplier, General
Contractor and the Owner.
• 10A-2 SOOPE:
The work to be done under this section consists of furnishing
and delivering to the General Contractor at the building, pll
finish hardware required for the proper operation of all doors,
cabinets, and wherever finish hardware is scheduled and required.
10A-3 STORAGE*
The General Contractor is to set up a hardware room which shall
be locked, and large enough to have adequate shelving to layout
the hardware after its delivery, in groups, for ease in find-
ing same for application. The General Contractor shall check
the hardware upon delivery, with the aid of a representative
from the hardware supplier's firm. He shall see that no hard-
ware is damaged or lost after he receives same.
10A-4 INSTALLATION.
All finish hardware shall be installed by mechanics skilled in
this type of work, in a neat workmanship manner, in accordance
with the Hardware Schedule. All mortising for hardware shall
be done before painting. Hardware shall not be applied until
the painting is finished. After hardware is installed, the
General ODntractor shall cover all exposed surfaces of kick-
push plates, pulls, locksets, exit devices, holders, etc., with
a suitable covering, such as masking tape, to protect the hard-
ware from scratches, abrasions, and tarnishing, This is to be
left on until the building is completed and ready for final in-
spection.
The General Contractor shall pass on to the hardware supplier
itiformation of any changes in Plans and Specifications, details,
size constructions, etc., that will effect hardware.
h~ it r t
r
Page 2
DIVISION 10 SPECIALTIES
10A FINISH HARDWARE
10A-5 Sc11pnUT,BS..
The Schedule is furnished as a guide to the
be used on the various openings type of hardware to
, but is not intended a be a
complete schedule of quantity required and the Bid shall include
complete hardware for the building. Openings shown on Plans but
not mentioned in the schedule shall be trimmed with like hard-
ware, specified for similar openings.
The Hardware contractor shall submit for the Architect's appro-
val, copies of his schedule which shall list all finish hardware
required. Schedule shall follow requirements of Specifications,
and shall indicate types manufacturer's name, number, location,
and finish of each item to be furnished, all in accordance with
the American Society of Architectural Hardware Consultants
"Builders' Hardware Scheduling Sequence and Sdieduling Pormat."
Approval of Schedule will not relieve the ha--iware supplier of
responsibility for furnishing all necessary hardware. No hard-
ware shall be delivered until the hardware and schedules have
been approved by Architect. This specification clearly indicater
types, functions any, quality of material required.
l OA- 6 SAMPLES :
Submit such samples as required by Architect for approval.
1OA-7 DETAILS:
The hardware supplier shall consult the Project Drawings and
details and otherwise familiarize himself with work to the end
that all items of hardware furnished shall conform to units to
which it is applied. He shall coordinate the hardware with
other trades such as millwork, metal doors, and frame, masonry
%ork, etc. Immediately after the award of the Hardware Contract
it shall be the duty of the hardware supplier to request approved
shop drawings from such trades with which the hardware must be
coordinated.
After checking approved shop drawinge, he shall promptly supply
such template information, template drawings, approved Hardware
Schedule, etc., as may bo required to facilitate the progress
of the
job. All the above shall be In 'accordance with the ASAHC-
NBHA "Recommended Procedure for Procesbihq Hardware Schedules
and Templates."
7-7
Page 3
DIVISION 10 SPECIALTIES
IOA FINISH HARDWARE
10A-8 PACKING AND MARKING:
All locks, exit devices, door closers, butts, kick plates, pulls
and push plates, thresholds, and all similar items shall be
individually packaged in a separate suitable original container
as furnished by the hardware manufacturer. Each container shall
be clearly marked with item numbers, article number and name,
corresponding to that listed in the hardware schedule. Small
miscellaneous items, such as door stops, coat and hat hooks,
door silencers, not needing particular location identification,
may be quantity packaged if properly labeled with item numbers,
etc.
1OA-9 QUALIFICATIONS:
The finish hardware supplier shall, in the opinion of the Archi-
tect, have sufficent experience, and an organization consisting
of members of the American Society of Architectural Hardware Gbn-
sultants, to properly handle detail and service of the hardware
in a satisfactory manner, and shall be an established contract
builder's hardware firm and one who maintains and operates an
office, display and stock in this area= stock parts, key blanks,
cylinders, of the brand hardware the supplier is furnishing for
the convenience and service to the Owner.
1OA-10 SERVICEt
The hardware supplier, shall send a qualified representative to
the job with a copy of the Hardware Schedule, as soon as it is
approved. The representative is to go over the Schedule with
the General Contractor or job superintendent, p6ihting out any
unusual conditions and/or applications. The hardware supplier
shall visit the job during installation of hardware, to advise
proper application and adjustments of all hardware. He shall
also see that all locks, exit devices and closers are adjusted
correctly before final inspection.
1OA-11 KEYING:
All locks shall be factory Master Keyed to a New Building Master
Key. Exact keying requirements to be determined by Owner and/or
Architect. Furnish two (2) keys each lock, Furnish six (6)
. - _ a
Page 4
DIVISION 10 SPECIALTIES
10A~- FINISH HARDWARE
10A-11 KEYING (CONTD)
I
Master Keys (total). Substitutions - all items shall be fur-
nished as scheduled. Locksets, closers, exit devices, etc,,
of equal quality as manufactured by Sargent and Russwin will be
acceptable providing they are of same type function, size and
design as specified, Any other brands than those listed herein
must be bid as an alternate. General Lbntractor must state in
his bid, at time of bidding, amount to be added or deducted and
a list of items to be substituted. ;f
10A-12 HARDWARE NOT MaXDED:
Hardware for Doors 101, 102, 1039 104, 1059 109 and window hardware,
10A-13 SCHEDULE:
The following schedule is furnished as a guide to type, size, and
function of materials. Any openings not scheduled will be fur-
nished with hardware scheduled for similar openings elsewhere in
building. The following hardware sets list the items to be fur-
nished for each door having that particular number listed in the
"hardware set" column of the Door Schedule on Architectural
Drawings.
Set No, 1
Door 108
1 1/2 pr, butts FBB179 - 26D 4 1/211 X 4 1/21+ X NRP Stanley
1 lockset 28-SG05 x YM x 26D Sargent
1 closer EN55-P x TB & G Sargent
1 stop 3373 x 28 Sargent
1 threshold Pemko 178-A Pemko
3 silencers 3446 Sargent
1 kick plate 10 x D, W, less 211 x US32D Sargent
1 set weatherstrip 105 x 105A x 106 Accurate
Set No, 2
Door 110
1 1/2 pair butts FBB179 4 1/2 x 4 1/2 x US26D Stanley
1 lockset 28-8605 YM - 26D Sargent
1 closer EN 54-P r T,' & G Sargent
1 stop 3373 - 28 Sargent
7':,.
Page 5
DIVISION 10 SPECIALTIES
-1.0A FINISII HARDWARE
10A-13 scij rxq,r; (CONTD)
Set No. 2 (CONTD)
Door 110
1 threshold May 83-A x 150-B
3 silencers 3446 May
1 kick plate 10 x D. W. less 2" Sargent
1 set weatherstrip 105 x 105A x 106 x US32D Sargent
Accurate
Set No. 3
Door 107
1 1/2 pair butts PBB179 X CMD x 4'j x 4
1 lockset 28-8G05 x YM x 26D Stanley
1 closer EN 54P x H x TB & G Sargent
1 stop 3373 x 28 Sargent
1 threshold May 83-A x 150-8 Sargent
3 silencers 3446 May
1 set weatherstrip 105 x 105A x 106 Sargent
Sargent
Set No. 4
Door 226
1 1/2 pair butts PBB179 X CMD x 4~ x 4'j
1 latch set 28-8663 x YM x 26D Sargent
1 closer 8N 54P x H x TB & G Sargent
1 stop 3373 x 26 Sargent
1 threshold May 83-A x 150-8 Sargent
3 silencers 3446 MAY
1 set weatherstrip 105 x lOSA x 106 Sar'ent
Act+~rate
Set No. 5 f
Doors 125, 116
1 1/2 pair butts P179 x CMD x 4~ x 4~
I latchset 28-8U15 YM x 26D Stanley
1 stop 3380-28 Sargent
1 kick plate 10 x D. W. less 211 x US"2D Sargent
3 silencers 3446 Sargent
Sargent
Page 6
DIVISION 10 SPECIALTIES
10A FINISH HARDWARE
1OA-13 SCHEDULE (CONTD)
Set No. 6
Door 124, 122, 1120 120, 1190 118, 117
1 1/2 pair butts P88179 CMD 4~1 x 4'
1 latchset 28-8U15 YM 26D Stanley
1 kick plate 10 x D. W. less 210 x US32D Sargent
1 stop 3380-US28 Sargent
3 silencers 3446 Sargent
1 closer EN53-0 x TB & G Sargent
Sargent
Set No. 7
Door 123
3 pair butts P179 CMD 4~ x 4~ Stanley
1 latchset 8U15 YM 26D Sargent
1 dummy BU93 YM 26D gent
2 flush bolts 3450-12+t 26D Sargent
2 stops 3380-28 Sargent
1 closer EN53 - 0 x T8 & G (active door Sargent
Sargent
$et-V No.8
Door 113
1 1/2 pair butts P179 CMD 4~ x 4' Stanley
1 lockset 28-8605 YM 26D Sargent
1 stop 3380-28 Sargent
3 silencers 3446 Sargent
Set No. 9
Door 114
1 1/2 pair butts F179 CMD 4' x 4~ Stanley
1 privacy 28 8U05 YM 26D Sargent
1 stop 3380 x 28
3 silencers 3446 Sargent
Set No. 10
Door 121
2 sets Folding Door
Hardware 2995 with T 2995 track Stanley
2 dummy knobs 8U93 YM 26D Sargent
Page 7
DTVTSION 10 SPECIALTIES
10A------ FINISH HARDWARE
10A-13 SC)if?DULE (CONrD)
Set No. 11
Door 106
3 pair butts 800 31, x 2" '
2 surface bolts 379 with flat strike
safety hasp 911 4' x 1'j
Set "Misc."
1 each key cabinet RWC 50 Telkee
Room 116 to have KV-660-closet rod x length as needed with 1-734
2 each garment hooks KV-2038 (Bunker room compartments) 1-735
1-760
Cabinet Hardware
1 pair hinges 1584 CMD x 1 1/8 x 3/4 small doors Stanley
A pair hinges 1584 CMD x 1 1/8 x 3/4 tall doors Stanley
I each, door pull 4478 CMD (US28) Stanley
1 each drawer pull 4478 CMD (US28) Stanley
1 each catch 41-ALA Stanley
1 pair drawer slides KV1300 x length needed
24 pcs. standard KV233 x length needed (pantry)
72 supports KV236
(pantry)
Bath Accessories
Bath 105
1 ea. mirror Miami-Carey 2028
1 ea. paper holder Miami-Carey 8011
1 ea, soap Miami-Carey 8009
Bath 109
2 mirrors Miami-Carey 2028
1 ea. paper holder Miami-Carey 8011
2 ea# soap dish Miami.-Carey 8009
Showers
I ea. soap dish Miami-Carey 8004
1
Page 1
MECHANICAL DjyIX ZON
15 y~
N A CONM I~
15A-01 GENERAL
Conditions and modifications to the General Conditions shalingoyl
ern all work under this section. Electrical plans, Mechanical plans,
General plans and all associated specif.Lcations are
Specification. part of this
in these Specifications is to determine asstandarduofctuality. If
q s names
the Contractor wishes to bid on equipment not mentioned in these
Specifications, he shall submit a request for approval at least
seven days prior to bid date. This request shall include descrip-
tive data sufficient to allow the En inear to evaluate the
if this equipment is approved it will be added to the product,
list by an Addendum to the Specifications. approved
04 Shop Drawinget
1. Before proceeding with the work, Contractor shall make complete
shop drawings of boilers, motors` p g
fans etc. or of such apparatus as directed byyangrah# unite,
Drawnfa ;Hall show construction details and dimensionscof
each piece of equipment so drawn, and in the case of
performance curves shall be included$ Submit in brochures'
corm, with complete information on all materials
contained
therein piece-meal submittals are nod' acceptable
2. Architect's approval of shop drawings shall not relieve Con.
tractor from the responsibility of incorrectly figured dimen-
sions, or any other errors that may be contained i
The omission from shop drawings, even thou n Drawings.
Architect of any material shown on Contracth Drawingsdorycalled
for by Specifications shall not relieve Contractor from fur-
nishing and ,recting same* lu print to be ni h
Pour sets of blue prints of s op raw ngs s a ue au mitted
to Architect for approval. After making corrections, Archi-
tect will return two (2) seta, and Contractor shall re-submit
in quadruplicate, showing corrections and shall continue to
submit in quadruplicate until apprproval by Architect is ob-
as
ptletede~eta.~ aRoseablueprirnits four
this Contract, (4) com-
ae part of
.a
Page 2
1.~.__ _ WCHANICAL DIVA JN
1A STN V' T G
D AIR C D
15A,-01 GENERAL
D. Remove all dirt, rubbish,
grease or stains, containers, etc., due these operations from
floor, walls, ceilings, fixtures, ato.; leave premises in perfect
condition as far as this work is concerned.
Be Nothing herein contained
may be construed to relieve Contractor from making good and per-
fect work in all details of construction or installation. He will
be held responsible to provide and furnish necessary material and
to perform necessary labor and to bear all expenses incidental to
satisfactory completion of work.
F. At completion, turn over
to Architect two (2) sets of "as constructed„ drawings, showing
any and all deviations in pipe runs, additions or deletions, etc.,
from design drawings for future reference and maintenance.
as Guarantee work against de-
fects for a period of one (1) year from date of completion or final
acceptance in signing Contract Documents, Contractor a rees to
make good ty repair, at no cost to Owner an g
y por,ion that may shot
defects in either workmanship or materials during that period.
H. Specifications and Drawings
are intended to describe and show a completed installation. Items
specified and not shown on drawings, or shown on drawings and not
Mcified, are to be furnished the same as if both shown and sppeci-
d. Items which have been inadvertently omitted, that are ob-
viously necessary to complete the work properly, are to be
furnished the same as if both shown and specified.
to LAWS AND PERMITS:
Abide by all lairs, ordinances and rules in relation to construc-
tion work of the City of Denton, Texas or other government agencies
having jurisdiction, Obtain and pay for all permits required by
this work, as part of the Contract.
Page 3
15 MF,CHANICAL DI I$ ION
15A HEATING V TINA
_ D
15A-01 CWRAL
J. ROYALTIES AND PATENT'S;
Pay for all royalties and license fees and defend all suits or
• claims whatsoever for infringement of patent rights and save the
Owner harmless frar.. loss on account thereof.
K. MATERIALS;
All materials shall be new and of best quality, All materials and
apparatus shall be of the best grade of standard manufacture and
first class in every respect. Wherever specified or when requested,
submit a sample for approval of Architect before proceeding.
L. PROTECTION OF APPARATUS as
Take precautions necessary to protect all apparatus, fixtures,
appliances, material and installations under this section. Fail-
ure to provide such protection, to satisfaction of Architect,
shall be sufficient cause for rejection of any particular mater-
ials, apparatus, etc.
Me OUTT14G FLOORS WALLS OR
CEILI10S i
All outtinge fitting, repairing and finishing of carpentr work,
metal work, concrete work, etc., required for this work shall be
done by craftsmen skilled in respective trades.
N. EXCAVATION AND 8ACKFILL2
Shall be performed by this Contractor for all his work. See
158-N.
01 LAYOUT AND SPACE REQUIRE-
MENTS:
Check carefully. If proposed,or alternate equipment requires
s ace, support or layout other than as shown on drawinggs, arrange
with Architect for such apace before plaoing a bid. A11 changes
made necessary by failure to comply with this paragraph shall be
made by this Contractor at no expense to Owner.
Page k
15 MWHAN19A1. nY~)ISjQfi
iA HEATING VENTILATING
P. COORDINATION WITH OTHER
TRADES:
Furnish information as may be necessary as to dimensions, weights,
form, wire requirements, delivery schedule, installation methods,
rigging required, etc., so as to permit other trades to coordi-
nate all phases of the work. Run work with due allowance for
work of other trades. In general, the following order of pri-
ority shall apply; (1) House Drain, (2) Ductwork, (3) Piping,
(4) Electrical Conduit and components.
Q• CLLANINO:
Maintain premises reasonably clear of all surplus materials and
rubbish through this work. Upon completion, remove all dirt,
grease and stains and leave unfinished materials ready for paint-
ing. Clean finished materials and leave ready for use.
R. STRUCTURAL CONDITIONS:
1. Specifications and Drawings are intended to cover a system
which will not interfere with the structural design of the
building, which will fit into the several available spaces,
and which will insure a complete and satisfactory heating
and ventilating system.
2. Each Bidder shall, therefore, carefully examine the Plans
for all branches of the work and shall be responsible for
the proper fitting of his material and apparatus into the
buildings
34 Should the particular equipment which any Bidder proposes
to install require other space conditions than those shown
on drawings, he shall arrange for such space with the Archi-
toot before submitting his bid. Should changges become neces-
sary on account of failure to comply with thit+ lause,
Contractor shall make necessary changes at his Contractor+s)
expense,
'1 7
Page 5
15 MECHANICAL_DIVIOION
15A---- , _
AND fi, I~ V CONDITIONING
15A-01 GENE AALL
R. STRUCTURAL CONDITIONS (CONTD)
4.,.-Submit working scale drawings of all apparatus and equipment
4hich in any way varies from these specifications and plans,
which shall be checked by Architect and approved before work
is started, and any interferences with structural conditions
shall be corrected by Contractor before work pro;eeds.
15A-02 SCOPE
A. WORK TO BE PERFORMED
UNDER THIS CONTRACT:
1. The work contemplated and included under this section, com-
prises the furnishing of all labor and materials necessary
for the complete installation of heating, ventilating, and
air conditioning systems in the proposed buildings, together
with all necessary auxiliaries for same.
2. The work, generally includes the following:
3. Furnishing and installing electric furnaces, complete with
all fittings, etc* to make the system complete.
4. Furnishing and installing DX coils and cabinets and air
cooled condensing units, ventilation fans, sheet metal duct-
work, grilles, registers, ceiling outlets, air control de-
vices, louvers, complete piping systems, valves, fittings,
etc., to provide complete heating, ventilating and air conditioning syst
5. Furnishing and installing all thermal insulation, complete
systems of temperature controls, apparatus foundations and
supports, pipe hangers and anchors together with all tools,
appurtenances and attendent accessories to make complete
and operative installations,
b. Contractor shall install his work to most existing conditions
as found at the building, and to accomodate the work of other
trades.
Page 6
15 MECHANICAL IV~„ISION
15dHEATING VRNTTT-AIT
AND_AIE2 CONDTTIbNI
15A-02 SCOPE
A. WORK TO BE PERFORMED UNDER
THIS CONTRACT (CONTD)
7. Drawings show the general run of all pipes and location of
all apparatus. Contractors for heating, ventilation, air
conditioning, and plumbing and wiring must cooperate in
installing their work to the end that there will be no con-
flict of the space required. Ductwork shall, in general,
take precedence over all pipe work, except where absolutely
necessary to maintain even grade on pipes.
8. This Contractor-is responsible for setting sleeves, inserts
and boxes in the forms before concrete is poured. Cooperate
with General Contractor and place all pipe in chases, wails,
furred spaces, stoop so there will be no delay. Pipe sleeves
shall be provided for all pipe passing through floors, roofs,
or partitions.
Be CONTROL DEVICES:
Furnish all control devices pplus wiring diagrams and supervision
by control manufacturer to 8leotri cal Contractor for the instal-
lation of all controls.
C. PLUMBING SERVICES:
Water service for all equipment furnished by the Heating
and Ventilating Contractor will be brought to the equipmant by the
Plumbing Contractor. The Plumbing Contractor shall make the final
connections to this equipment under the supervision of the Heat-
ing Contractor. The Heating Contractor shall be responsible for
this final connection. Sight and floor drains to be used for
e uiphaont drains will be provided by Plumbing Contractor at loca-
t~ons shown on plumbing plans. Heating Contractor to furnish
and install all necessary drain piping from this equipment to
these drains.
~P'fi P •.e~i v 3, 4
17
r t '
fi
Page 7
15 MECHANICAL DIVISION
15A HF,ATING ENTTLATIINNG
Q AIR
15A-02 SCOPE
I The Electrical Contractor
shall furnish all control wiring and motor starters shown on plans.
5A-03MAT J1LS
A. PTPF ANn PTTTINGS;
1. oflproper taper andsshallnbefof'thetfollowingemFterialstforade
the various services.
2. Drain lines from machinery bases and other items of equipment
shall be schedule 40 standard weight galvanized steel pipe
with standard galvanized malleable iron fittings.
3. Unions for pipe 2" and smaller shall be black on black lines
and galvanised on galvanized lines and shall be standard mal-
leable iron railroad unions simil= to Crane No. 519, or
equal.
4. Unions for pipe over 2" shall be cast iron or steel companion
flanged type 125 pounds, standard black on black lines, gal-
l vanized on galvanized lines.
5. Gaskets shall be beat grade compressed Asbestos.
6. These pipin-7 specifications a.3 general throughout the pro-
ject, Where specified on plans, other materials shall take
precedence over this section and for the areas designated
only.
Page 8
15 MECHANICAL DIVISION
IAA HEATING. VEIJT LATING
AND AIR CONT FIONING
1 A -03 MATERIALS
A. PIPE AND FITTIIIGS (CONTD)
8. Bcf iaerant Piping
(1) To be Type nKrt hard temper copper underground, type
"Ln above ground.
(2) Fittings to be sweat type as manufactured Ur NIBCO,
or equivalent, Silfos, Silver solder used oughout.
(3) Test lines to 300 PSI and evacuate system with vacuum
pump to condensing unit Manufacturer's recommendations.
B. FOUNDATIONS AND SUPPORTS:
Furnish and install substantial. supports or foundations under all
equipment under this contract. Equipment to be supported from the
construction shall be provided with suitable structural steel sup-
port members, properly braced to provide rigid supports.
C. LOUVERS AND INTAKES:
All air intakes on roof shall be equal to Carnes Model P-333M
Extruded Aluminum Louvered Penthouse with mitered corners. Ail
air intakes through walls shall be in accordance with Smacna
Manual Plate #37, Page 77, constructed of Aluminum. Affco and
Titus are acceptable.
D. THERMAL INSULATION:
Materials: The (finish) (Adhesives) herein specified shall be
listed and inspected by Underwriters' Laboratories, Inc. The
flame spread rating fuel contributed and smoke developed, as
shown in the listing, shall ba determined by AST14 Designation
E 84 "IQethod of Test fox- Surface Burning Characteristics of Build-
ing myterials". F dear. the labtl of
Under ite~gs'L1, bu, i . Al products used on this project
shall be clasai ed as "Non-Combustible" under NBFU Nationa:
Building Code, Section 200, or NFPA National Fire Code, Section
220.
Page 9
1 MECHANICAL IVISION
1 HTI AI
C
-03 MATERIALS
B. THERMAL INSULATION (CONTD)
1. Insulate the equipment and piping installed hRreunder as spa-
cified below, using the finishes and class of materials in-
dicated.
2. Insulate supply air ducts with 3/4 lbso density, 211 thick
Owens-Corning Fiberglas Blanket with Foil-Scrim Kraft Vapor
Barrier. Insulate all return and outside air ducts with
same as above except 1't thick. Attached o the metal duct
with Benjamin Foster Spark-Safe Adhesive ~5 x 10. The Spark-
Safe Adhesive 85 x 10 shall be applied to the metal surface
in 4" strips, 12" on centers. Spark-Safe Adhesive
85 x 10 container shall bear the Underwritersf label.
3. Piping shall be tested, cleaned and approved before insula-
tion is applied. Freon suction lines - 1/2„ Armaflex insula-
tion and Armaflex Adhesive.
4. Gustin-Bacon, Johns-Maneville and Owens-Corning insulation
are acceptable.
5. Round ducts shall be insulated on the outside with 2" thick
3/4 pound density blanket fiberglass insulation with a non-
burning vapor barrier.
E. RECTANGULAR DUCTWORK;
Ductwork Gauges, Joints and Bracing shall conform to the schedule
in the latest edition on the Ashrae Guide. Crossbreak all flat
surfaces over 18„ widt to reduce vibration. Elbows shall have
2-piece turning vanes. Transition fittings shall taper at no
greater than 150 angle, except with permission of Architect.
Refer to Smacna Manual for details of Dampers, Access Doors, Can-
vas Connections and all other operations not detailed on pplane
Applicable plates in this manual shall establish the construction
details.
1 yl
177,
Page 10
15 MF,CHANICAL DIVISION
HEATING V NTILATING
AMYTTrt DITI-O1P' 5
-Z 7 1,1?
F: GRILLES AND REGI:iI'ERS:
All grilles and registers shall be as shown on plans in the sche-
dule. Grilles and reggisters as manufactured by Titus, Tuttle
and Bailey, Barber Columan are acceptable.
G. REMOTE AIR COOLED
CONDENSING UNITS
1. Furnish and install where shown on the plans remote air
cooled condensing units as manufactured by frane with the
capacities indicated on the plans.
2. Evaporator coils are as shown on schedule and are to be fur-
nished by the air handling unit manufacturer. Coils are to
be complete with expansion valves and distributors.
3• Cond. Units shall be complete with hermetic compressor,
operating and safety controls, straineridrier crankcase
heater, solenoid valves. Regrigerant pping s to be ia-
stalled according to Manufacturers' recommendations.
4. Units by Trane, Carrier, and Worthington meeting specifica-
tions are acceptable.
H. FANS
Roof Ventilators:
1. This Contractor shall furnish and install, where shown on
plans, Powerline centrifugal roof ventilators, or approved
substitutes. All ventilators shall beequipped witp
aluminum hoods and bases, backwardly inclined belt driven
fans, with adjustable motor sheave, bird screen, disconnect
switch under hood, back draft dampers and shall carry the
AMCA certified rating seal. In no case shall specified tip
speeds be exceeded. The fans shall be as shown in schedule.
Fans manufactured by Carnes, Jenn-Air, Trans are acceptable.
29 Toilet Exhaust Fans:
Furnish an install where shown on plans and as listed in
Fan Schedule, ceiling exhaust fans, as manufaotured by NuTone.
Page 11
15 MFGHANICAL DIVISION
15A U 16, N
AND l,2A_-04 WORKMANQJJ1P
A: PIPE HANGERS AND SUPPORTS
Erect piping with due provisions for expansion and contraction.
Support pipes on suitable and approved hangers, brackets, floor
stands, etc. Provide anchors at the proper points in all lines.
Provide and install Crane or Grinnel adjustable wrought iron drop
rod, malleable iron, ring pipe hangers with heads on rods to fit
inserts. Place hangers as often as necessary to prevent the pipe
sagging from the line of gradient and in no case over 101 o.c.
Support vertical risers with strap iron clamp hangera bearing on
slabs or beams. Use brass or bronze ring hangers and supports
for copper pipe.
B. GAS PIPING CONNECTIONS:
1. Plumbing Contractor will extend gas piping and connect to
furnaces. See paragraph 15A-02C.
C. ADJUSTING AND BALANCING
Make the following tests and furnish a copy of the results to
Architect for his approval:
1. Check the rotation of each piece of rotating equipment.
2. Check alignment of each piece of rotating equipment,
including alignment of V belt drives, belt guards,
couplings, etc.
3. Check ampere input of each motor against the name
plate rating of that motor.
4. Check heater coil in the starter against the size re-
commended for suitable protection by starter manu-
facturer.
5. Check speed of each belt driven piece of equipment
against manufacturer's recommendations as shown on
shop drawings or certified performance curves.
Page 12
MRUHANICAL DIVISION
'A I
ACTION NG
1; .0(t _ WORK! ,"j"'! p
C. ADJU8TING AND FiALANCING
(CONTD)
6. Check capacity of each fan by using an anemometer tra.
verse across the coils or filters where physically
possible.
Balance all duct systems to obtain the quantities of
air called for on plans. Tho total quantities of each"
fan system shall be within 3%p and each individual outlet shall be within 10% of quantities shorn.
g. Check the adjustment and operation of all temperature
control equipment on the job.
9. Eliminate all duct flutters, splitter noises, exces4ive
vibration and other noises in air diet•ibution system.
10. Adjust to obtain satisfactory conditions in each space
or portion, in tha opinion of Architect.
11. Adjust grilles to eliminate draftse
l2. Make the above tests during the heating season. Where
necessary to make seasonal changes, operating engineer
ahwrittenfsetyofnOperationiandhMaintenpanceninetructions
to operator.
13. For above tests, contractor shall furnish instruments
Laborfto run theAtestseandaobtainatherinformationcshally,
be furnished by this Contractor.
D. OPERATING INSTRUCTIONS:
This Contractor shall prepare t ewritten instri!et gg
the recommended r.aintenance procedures on the equipaentcwhich nit
being furnished. These shall include locations of grease or oil
M Y ,
N.1 ~m l"'.n 747 1
fTi
r
Page 13
15 ME4HANICAL DIVISION
A N AIR C IDIpfING
D. OPERATING INSTRUCTIONS
(CONTD)
outlets, type of oil or grease to be used, and recommended fre-
quency of lubrication togither with any other maintenance
instruction,
a, Provide also, typewritten instructions covering the
operation of the system including sequence of
operation for otart-up and shut-down of heating and
cooling cycles.
be All valves, switcheso starters etc. shall be tagged
with plastic tags and they shall be identified on
these instructions,
co The shop drawings covering the control diagrams shall
be included as part of these instructions.
2 d. All shall be framed behind glass and mounted, where
directed, in the boiler room.
as All ofthe above shall be submitted to the Architect
for approval before final installation on the job.
Be PROTECTION OF APPARATUS;
Contractor shall at all times take such precautions as may be
necessary to properly protect his apparatus and work from damage.
F, GUARANTEE
This Contractor shall guarantee in writing to keep the entire
heating, ventilating and air conditioning apparatus as installed
by him or his sutcontractors in ropair and perfect working order
for one (1) year after date of final acceptance. At the end of
(1) year the contractor shall make a complete inspection with the
Owner and Architect and shall correct any discrepancies noted,
M P, 1,7-
Page 1
15 PLUhU3ING AIVISION
1 PLUMBING
15B-01 GENERAL:
A. Provisions of the General Conditions and Modifications to the
General Conditions shall govern all work under this section.
Electrical Plans, Mechanical Plans, General Plans and all
associated specifications are part of this Specification.
Be Use of manufacturer+s names in these s ecifica;ions o
determine a standard of quality. If the Contractor wiishtes
to bid on equipment not mentioned in these specifications,
he shall submit a request for approval at least seven days
prior to bid date. This request shall include descriptive
data sufficient to allow the Engineer to evaluate the pro-
duct, If this equipment is approved it-will be added to
the approved list by an addenda to the specification.
C. Shop r1rawings;
1. Before proceeding with the work, Contractor shall
make complete shop drawings and -corking drawings
of fixtures, motors, pumps, or of such apparatus
as directed by Architect. Drawings shall show con-
struction details and dimensions of each piece of
equipment so drawn, and in the case of pumps, per-
formance curves shall be included. Submit in bro-
chure form, with complete information, all materials
contained therein. Piece-meal submittal's are not
acceptable.
2. Architect's approval of shop drawinggs shall not re-
lieve Contractor from the responsibility of correctly
figured dimensions, or any other errors that may be
con%iied in Drawings. The omission from shop draw-
In op even though approved by Architect, of any mater-
ial shown on contract drawings or called for by
specifications shall not relieve Contractor from
furnishing and erecting same. l s Pri Tt
ni h Four sets of blue to beggPur-
a all-be submitted to Architecttfor approvals After
making corrections, Architect will return two (2)
seta and Contractor shall resubmit in quadruplicate,
show~ng corrections and shall continue to submit in
quadruplicate until approval by Architect is obtained.
Page 2
15 PLUMBING DIVISION
1513-U1_ GENERAL:
Co Shop Drawings 2, (C0td7'D)
On approval, he shall Supply Architect four (4) complete
sets. Those blueprints shall be supplied as part of this
contract,
D. Remove all dirt, rubbish, grease or stains, containers, etc.,
due to these operations from floor, walls, ceilings, fixtures,
etc,, leave premises in perfect condition as far as this work
is concerned.
E. Nothing herein contained may be construed to relieve Contrac-
tor from making good and perfect work in all details of con-
struction or installation. He,will be held responsible to
saryilabordandrtosbearcallaexpensesiincidontalptofsatisfaca_
tory completion of work.
F. At completion turn over to Architect two (2) sets of "As
Constructed" drawings, showing any and all deviations in
pipe runs, additions or deletions, etc., from design draw-
ngs for future reference and maintenance.
G, Qiarantse work against defects for a period of one (1) year
from date of completion or final acceptance. In signing
contract documents, Contractor agrees to make good by repair,
at no cost to Owner, any portion that may show defects in
either workmanship or materials during that period, At the
end of one year following acceptance by the Owner, the Archi-
tectfs Inspector and the Contractor shall thoroughly inspect
the Project and the Contractor shall repair and/or replace
any item of work showing excessive wear.
H, Specifi.ations and Drawings are intended to describe and
show a completed installation. Items specified and not
shown on Drawings, or shown on Drs;vings and not specified
are to be furnished the same as iR both shown and specified.
Items which have been inadvertentl• omitted, that are
obvi,:usly necessary to complete the -ork properly, are to be
furnished the same as if both shown and specified.
7 frY%^. ' .!V •ySy-~ i1 !f?'~''/ o, ~,.P'>.s_-`h',~C a Re, Fv. 4:• a
'Y nay i 1.
Page 3
15 PLUI4BING DIVISION
158 PLUbIBING
1513-01 GENERAL: (CONTD)
I. LAWS AND PERMITS
Abide by all laws, ordinances and rules in rolation to con-
struction work of the City of Denton, Texas, or other govern-
, meat agencies having ,jurisdiction. Obtain and pay for all
permits required by this work, as part of this contract.
J. ROYALTIES AND PATENTS:
Pay for all royalties and license fees and defend all suits
or claims whatsoever for infringement of patent rights end
save the owner harmless from loss on account thereof.
K. MATERIALS :
All materials shall be new and of best quality, all materials
and apparatus shall be of the best grade of standard manu-
facturer and first class in every respect. Wherever speci-
fied or when requested, submit a sample for approval of Archi-
tect before proceeding.
L. PROTECTION OF APPARATUS:
Take precautions nece".nary to protect all apparatus, fixtures,
appliances, material. and Enstallations under this section.
Fa lure to provide such protection, to satisfaction of Archi-
tect, shall be sufficient cause for refection of any parti-
cular materials, apparatus, etc.
M. CUTTING FLOORS, WALLS OR CEILINGS:
All cutting, fitting, repairing and finishing of carpentry
work, metal work, concrete work, etc., required for this work
shall be done by craftsmen skilled in respective trades.
N. EXCAVATION AND BACKFILL:
Shall be p6rformed by this Contractor, hoth inside and out-
side building. Run trenches and other excavations to ancu-
rate grades and remove disturbed earth. Use flooded river
Page 4
1 5 PLUMBING DIVISION
15B PLUMBING
15B-01 GENERAL (CON'rD)
N. EXCAVATION AND BACKFILL (CONTD)
sand backfill within building. Use sand backfill under con-
crete slabs, walks and dries. Remaining backfill shall be
as hereinbefore specified. Check with Architeetts Speci-
fication Section 2B.
0. LAYOUT AND SPACE REQUIREMENTS:
Check carefully. If proposed or alternate equipment requires
apace, su port or layout other than as shown on drawin ,
arrange with Architect for such space before placing a bid.
All changes made necessary by failure to comply with this
paragraph shall be made by this Contractor at no expense to
Owner.
P. COORDINATION WITH OTHER TRADES:
Furnish information as may be necessary as to dimensions,
weights, form, wire requirements, delivery schedule, in-
stallation methods, rigging required, etc,, so as to permit
other trades to coordinate all phases of the work.
Run work with due allowance for work of other trades. In
oneral, the fo:iowing order of riority shall apply:
1) house drain, (2) duct work, 3) piping, (4) electrical
conduit and components.
Q. CLEANING:
Maintain premises reasonably clear of all surplus materials
and rubbish throughout this cork. Upon completion, remove
all dirt, grease and stains and leave unfinished materials
ready for painting. Clean finished materials and leave ready
for use.
R. STRUCTURAL CONDITIONS:
1. Specifications and Drawings are intended to cover a
system which will not interfere with the sLractural
design of the building, which will fit into the sev-
eral available spaces, and which will insure a com-
plete and satisfactory plumbing system.
f 4' F `f ' f 0'I 5. {vw of s
7777
Page 5
15 .PLUMBING QIV7_STON
I'LUMIN
151: O1 GENEHAL (CON`Cn)
R, STRUCTURAL CONDITIONS (Conl))
2. Each Bidder shall therefore, carefully examijie the
plans for all branches of the work and shall be re-
sponsible for the proper fitting of his material and
apparatus into the building.
3. Should the particular equipment which any Bidder pro-
poses to install require other space conditions than
those shown on Drawings, he shall arrange for such
space with the Architect before submitting his bid.
Should changes become necessary on account of fail-
ure to comply with this clause, Contractor shall make
necessary changes at his (Contractor's) expense.
4. Submit working scale drawings of all apparatus and
equipment which in any way varies from the Specifi-
cations and Plans, which shall be chocked by Archi~•
test and approved before work is started, and any
interferences with structural conditions shall be
corrected by Contractor before work proceeds.
5. Operating Instructions: This Contractor shall pre-
pare typewritten instructions covering the recommended
maintenance procedures on the equipment which is being
furnished.
These shall include locations of grease or oil outlets,
type of oil or grease to be used, and recommended fre-
quency of lubrication, together with any other main-
tenance instruction.
(a) Provide also, typewritten instructions covering the
operation of the system including sequence of opera-
tion for start-up and shut-down of heating and cool-
ing cycles.
(b) All valves, switches, starters etc., shall be tagged
with plastic tags and they shall be identified on
these instructions.
117
't C~ m r . n H,
y.. 1' <q ,
<r
S -
-15
Page 6
PLUM3ING DIVISIDN
15A PLU123ING
1513-01 GENERAL (CONTD)
R. STRUCTURAL CONDITIONS 5. (CONTD)
(01 The shop drawings covering t?.e control diagrams shall
be included as part of these instructions.
(d) All shall to framed behind glass and mounted, where
directed, in the boiler room.
(e) All of the above shall be submitted to the Architect
for approva~. befo:^e final installation on the fob.
15B-02 SCOPE;
A. WORK TC BE PERFORMED UNDER THIS CONTRACT;
1. The work contemplated and Included under this section,
comprises the furnishing of all labor and materials
necessary for the complete installation of plumbing
systems in the proposed building, together with all
necessary auxiliaries for same and water tap for tem-
porary water to be used during construotion.
2. The work, generally, includes the following;
(a) Furnishing and installing all plumbin fixtures,
waste lines, vent lines, water likes fHOT-r,OLD),
valves, insulationo floor drains, ate., to make
a complete and workable plumbing system,
(b) Contractor shall install his work to meet exis-
ting conditions as found at the building, and to
accommodate the work of other trades.
(c) Drawings show the general run of all pipes and
locations of all apparatus. Contractor for heating
and ventilating, plumbing and wiring must cooperate
in installing their work to the end that there will
be no conflict of the space required. Duct work
shall, in general, take precedence over all pipe
work, omcept where absolutely necessary to maintain
even grade on pipes.
Page ?
15 PLUMBING DIVISION
15B PLUMBING
15B-02 SCOPE: (tONTD)
A. WORK TO BE PERFORMED UNDER THIS CONTRACT: 2. (CONTD)
(d) This Contractor is responsible for setting sleeves,
inserts and boxes in the forms before concrete is
poured. Cooperate with General Contractor and place
all pl.pe in chases, walls, furred spaces, etc., so
there will be no delay. Pipe sleeves shall be pro-
vided for pipes passing through floors, roofs or
partitions.
(a) Furnish all control devices plus wiring diagramr
and supervision by control manufacturer to Elec,'ri-
cal Contractor for the installation of all controls.
(f) The Pltmbing Contractor shall rough-in for all items
requiring waste, vent or water connections.
shall also provide cold water for the boilers
furnished and installed by the Heating Contractor.
Be EQUIPMENT FURNISHED BY OTHERS:
Certain equipment.0ill be furnished by others. This Contrac-
tor shall rough it for and make firs 1 connections to such
equipment, after it has been set in place by otherse
C. Painting shall be by General Contractor.
D. Wiring shall be performed by Electrical Contractor.
15B-03 MATERIALS;
A. PIPE AND FIT'rIE405:
1. Sanitary waste, vent and sewer piping shall bb extra
heavy cast iron soil pipe. Fixture connections shall
be of heavy weight lead pipe and heavy red brass fore
rules and solder nipples. Vent piping may be of gal-
vnnized wrought iron and cast iron sor wed fittings
2 4~ It and smsller. Vent piping over W shall be
extra :..9avy cast iron soil pipe.
r
•s
1 15,
z
Page g
PLUIR3ING DIVISION
15A _µ_PLUMBIN0
15B-03 MATERIALS (CONTD)
A. PIPE AND :FITTINGS (CONTD)
2. Water ui in under the floor, iincluding s rvice from
meter shallgbe type "Kit hard copper with joints of
ro 1~
SIL-FOS (Lead and tin solder wi~1 of be acceptable.
Fittings shall be wrought copper: Ao cast fittings will
be alloi.ed. An insulating type union shall be used to
connect to the water meter and all connections between
copper and galvanized. Insulate all copper pipe withir
the building. The Plumbing Contractor shall arrange
for a 111 meter and tap, and notify the Owner riho will
then make permanent meter deposit. This Contractor
shall pay for thA meter and tap. Water lines above
floor shall be galvanized iron insulated.
Be VALVES :
1. GATE VALVES: - 2jr and smaller shall be Crane #440
or approved equal. 3" and larger shall be Crane #461
or approved Equal.
2. CHECK VALVES - 2" and smaller shall be Crane 134 or
approved equal.
•
30 BALANCING COCKS - 211 and smaller shall be Crane #250
or approved equal.
.I
II
71 -1
• u y. w 'a; 3 Vic, v R• y?? .,4. ,,:A; e.a~ r y-j.r y , i.
Page 9
15 PLUMBING DIVISION
_ ~ I1_._._-waun
15H-C3 MATERIALS (CONTD)
C. FLASHINGS:
All sanitary vent penetrations through the roof shall be
provided with a lead roof flashing fabricated of 4# sheet
lead. The (lashings are to have 18" square bases and shall
by 1211 high and shall be turned down inside the vent pipe at
the top. Flashings for flues shall be of 16 gauge galvanized
sheet metal and shall be cou:,ferflashed with same materials.
D. UNIONS :
For 2t' and smaller pipe shall be galvanized 150# malleable
ground joint unions and for 2j" and larger shall be
Black 125# cast iron flanged unions. The Contractor shall
remove the gaskets frorr the flanged unions and install new
gaskets at the time of installation. The Contractor shall
install rig~it and 1 rift vt!r,nn{.;r%A couplings and nipples only
necessary and at equipment co,%ections.
E. HOSE BIBBS AND snL COCKS:
Shall by installed whero indicated on the Drawings. Hose
bibbs shall be American Standard No. 13-1682 chrome plated.
Sill cooks shall be turn #Z-1395 or approved equal with
neckel bronze face.
F. HANGERS:
All suspended piping shall be supported with Grinnell #260
clevis hangers or equal, on ten foot spacing Hanger rods
shall be 3/811 diameter for 2" and smaller pipe and 1/211 dia-
meter for 21/??' and larger. Hangers shall be sized for
outside diameter at the pipe covering. Pipe covering shall
be protected by a 20 gauge galvanized sheet metal show 8"
long and extended for one-third the circumference of the covering.
i
ay . Pe ae~r^ k..,. r>, a a 'n e...,hS.r y r. r a rt
Page 10
PLUMB N¢ DIVISION
l H PLUM NO
156-03 MATERIALS (CONTD)
G. SLEEVES:
The Plumbing Contractor shall install galvanized steel pipe
sleeves where piping passes thru walls an partitions.
Sleeves for bare pipe shall be at least IM in diameter
larger ti.an the pipe. Sleeves for insulated pi a shall be
large enough to clean the out-sside diameter of the covering
without binding.
N. FLOOR AND CEILING PLATES:
Shall be installed where piping passes thru exposed walls
and ceilings. They shall be equal to B and C #10 chrome
plated F and C plates. All fixtures and equipment connec-
tions shall be provided with chrome plated escutcheons at
the wall.
I. CLEANOUTS:
Shall be installed where shown on the Drawings and else-
where in all sanitary wastes and sAwer piping at 301 inter-
vals in straight rung and at 90 turns, Floor cleanouts
shall be Josam Series Y-410 with polished "Hickaloyn
cori to cover. Wall oleanouts shall be Josam Series 1-120
w polished "Nikalo n cover. Cleanouts shall be line size
except sizes larger than 4" will not be required.
J. FLOOR DRAINS:
Shall be installed where shown on the drawings and shall be
set 1/211 below finished floor except where noted otherwise
on the drawings. They shall be Josam or approvird Aqual as
follows:
1. TOILET FLOOR DRAINS - #$10-V Series with cast iron body
and nNikaloy" top.
K. HOT WATER HEATERS:
See Plans.
W 11 'n tiv
jar S
Page 11
PLUMBINO DIVISION
15B PLUMB"
15D-03 MATERIALS (CONTD)
L. PLUMBING FIXTURES:
Shall be installed where shown on the drawings and shall be
as manufactured by Crane, American Standard or Kohler, as
follows:
we Crane #3-1411 close-coupled combination with elon-
gated rim, C.P. stop and supply and #3-895 seats,
Black seats.
LAY Crane 1-195V 20 X 18 white complete with 8-2045A
Capri Dial-ese supply and waste fittings, 6-5002
angle sup lies with stops and flexible risers,
8-5260 1 /4u npn trap with cleanout.
UR Crane 7-187 urinal with Sloan 186 flush valve and
Josam carrier.
SS Crane 7-563, 2411 x 20" x 1211 service sink completq
with 8-1011 utility sink faucet, 7-620, 3" uPn trap
with strainer and 8-980, C. P. cast brass rim guard.
DF E1kay, Model EAFR-10•B complete with "Pf1 trap, stop
and supply.
M. THERMAL INSULATION:
Insulate all equipment and piping as specified below, using
finishes and class of materials indicated.
1. Insulate all hot and cold water supply and return piping
above floor including branches to fixtures and equipment
with 1/2" 40 fiberglas sectional pipe covering, with
manufacturers universal jacket smoothly pasted on with
verminpproof paste. Insu ate piping below floor with 1/211
thick Armaflex, rated for underfloor use.
I
Page 12
15 PLUMBING DIVISION
15B PLUMBING
158-03 MATERIALS (OONTD)
M. THERMAL INSULATION (CONTD)
2. Insulate valves and fittings to the thickness of ad-
joining insulation with cement, equal to Johns-Manville
No. 302, troweled to a smooth hard finish. At all
flanges, insulation shall be beveled back to allow re-
moval of bolts. Valves and fittings shall be jacketed
with universal jacket, smoothly pasted on the vermin-
proof paste.
3. Exposed water supply and return pipe covering shall be
banded with non-corrodible metal bands, spaced to hold
the ends and center of each section, but in no case
shall the spacing exceed 18". Each elbow shall receive
two (2) and each tee, three (3) of these bands.
4. Gustin-Bacon and Owen Corning are acceptable.
15B-04 WORKMANSHIP
A. PLUMBING FIXTURES:
1. Furnish and install Plumbing fixtures shown on drawings,
including sinks, service sinks, lavatories, water closets,
electric water cooler, urinals, etc„ with all brass, in
connection therewith, such as traps, supply tubing stop
and basin cocks, etc. Deliver fixtures to building pro-
perly crated and in perfect condition.
2, Brass must be of best quality. Brass pipe to be seamless
brass tubing, with fittings of heavy cast brass. Nipples
shall be extra heavy. Light weight goods will not be
accepted.
3. To establish type and class of fixtures, plumbing fixture
schedule shows Crane Company catalog numbers. Fixtures by
Kohler and American Standard will be accepted. Connections
exposed shall be brass chron,e plated.
Page 13
15 PLUMBING DIVISION
15B PLUMBING
15B-04 WORKMANSHIP
B. TESTING:
1. After vertical lines and soils, wastes, vents, etc., have
been set, all outlets shall be temporarily plugged up. Fill
pipe with water, full to the top, and allow to remain for
six (6) hours.
2. Make a final test after vertical and horizontal pipes and
roughing-in have been made and before sews: connections
are made. In this case, as before, all pipes shall be
filled to the top of vertical lines and allowed to remain
for (6) hours.
3. Test water piping at 100 psi hydrostatic pressure ror
48 hours. Make other tests as hereinbefore specified.
Test air piping at 175 psi.
4. In case of defaets, they shall be made good to the satis-
faction of Architect and the work retested without delay.
Such work shall be done without additional charge.
5. Give Architect notice before tests are made. Do not draw
water off the pipes or covor pipes until examined by
Architect.
C. EQUIPMENT BY OTHERS:
Where final connections to equipment will be made by others,
this Contractor shall extend the service lines to a minimum
distance of 51 from the service connection and terminate the
line with a valve, or to location and height shown on manu-
facturer's shop drawings.
Do INTERFERENCES :
Drawings are generally diagrammatic and Contractor shall har-
monize the work of the different trades so that interferences
of the different equipment, piping, etc., shall be eliminated,
and all equipment installed so as to function properly. Where
an interference develops, Architect will stato which equipment
is to be relocated, regardless of which was first installed.
31C- f r " f ' t o
Page 14
15 PLUMBING DIVISION
15B PLUMBING
15B-04 WORKMANSiIIP
G. GUARANTEE-
Contractor shall guarantee in writing all labor and materials
in this contract against all defects not due to wear and tear,
neglect or bad management for a period of one (1) year from
date of final acceptance. Any defects appearing within the
time sta-ced shall be remedied by Contractor without extra
charge to Owner. The above written guarantee shall accompany
the Request for Final Payment, and submission of guarantee
and City Plumbing Inspector's certificate shall be necessary
for final approval of estimate.
Page 1
16 ELECTRICAL DIVISION
16-01 GENERAL
A. Provisions of the General
Conditions and modifications to the General Conditions shall
govern all work under this section. Electrical Plans, Mechanical
Plans, General Plans and all associated specifications are part
of this Specification. Latest edition of the National Electrical
Code is hereby made a part of this opecification.
B. Use of manufacturer's
names in these Specifications is to determines a standard of quality.
If the Contractor wishes to bid on equipment not mentioned in these
Specifications, he shall submit a request for approval at least
seven days prior to bid date. This request shall include descrip-
tive data sufficient to allow the Engineer to evaluate the product.
If this equipment is approved it will be added to the approved list
by an addendum to the Snecificatio_is.
c. This Contractor shall sub-
mit to the Architect for approval six (6) copies of a complete
list of maeri,tiis, properly identified with cuts and descriptive
matter, prior to purl.hase of any material or fixtures, If this
list is not complete or not furnished within 30 days, the Owner
reserves the tight to select all items, and the Gbntractor shall
furnish and install same without change in contract price. This
list shall be bound in six (6) folders with one copy of each item
in eaci:.'older. The'basis of design for the special equipment is
the material specified. If other equipment is approved by Archi-
tect, submit samples so that equipment may be inspected and checked
for installation and dimensional correctness of drawings. The
items to be included in this submittal are as follows:
1. Main Switchgear
2. Panelboards, switches, motor control center
3. Lighting fixtures
4. Time clocks
5. Wiring devices
D, Remove all dirt, rubbish,
grease or stains, containers, etc., due to these operations from
floor, walls, ceilings, fixtures, ete.j leave premises in perfect
condition as far as this work is concerned.
w ♦
~.-r7-74 47T77
Page 2
L6ELECTRICAL DIVISION
16-01 GE!TZRAL ( C ~r1rn)
E. Nothing heroin contained
may be construed to relieve Contractor from making good and per-
fect work in all details of construction or insta lation. 1{e
will be held responsible to provide and furnish necessary material
and to perform necessary labor and to bear all exponses incidental
to satisfactory completion of work.
F. At completion, turn over
to Architect two (2) sets of etas constructed" drawings, showing
any and all deviations in conduit runs, home runs, additions or
deletions, etc., from design drawings for future reference and
maintenance.
G. Guarantee work
de-
fects fora period of one (1 against ) Year from date of completion or
final acceptance. _n signing Contract Documents, Contractor agrees
to make good by repair, at no cost to Owner, any portion that
may show defects in either workmanship or materials during that
period. At the end of one (1) year the Contractor shall inspect
building
aAri ny items tthatashowhexcessivecwears
are intended to describb andNnhow a completedainstallatioawings
Items apecified and not shown on drawings, or sh mn on drawings
and not specified, are to be furnished the same as if both shown
and specified. Items which have been inadvertently omitted,
that are obviously necessary to complete the work properly, are
to be furnished the same as if both shown and specified.
I. FEES AND PERMITS;
Arrange and pay for all permits and inspections regqired. Work
shall be inspected by City Electrical Inspector. Dsliver copies
of inspection reports to Architect to certify that installation
meets requirements of the above Inspector.
is RULES AND REGULATIONS ;
Do all work in strict accordance with latest reqquiroments of
National Board of Fiij Underwriters, gNational Electric Code and
materials mustrbeeapprovednbyBUnderwritor's Laboratorieseandibear
their approval labels.
Page 3
if ELECTRICAL DIVISION
lb-Ol aFVFRAL COIQ)
K. PROTECTION OF APPAFATUS:
Take precauticn s necessary to protect all apparatus, fixtures,
appliances, material and installations under this section. Failure
to provide such protection, to satisfaction of Architect, shall
be evfficient cauee for rejection of any particular materials,
apparatus, etc.
L. CUTTING FLOORS, WALLS OR
CEILINGS:
All cutting, fitting, repaii%ing and finishing of carpentry work,
metal work, concrete work, etc., required for this work shall be
done by craftsmen skilled in respective trades• Electrical ^on-
tractor to repair, to the satisfaction of Arch toot, any damage.
M. EXCAVATION AND BACKFILL:
Shall be performed by Electrical Contractor, both inside and out-
side the buildingg for conduit, utility services, foundations and
equipment. Run trenches and other excavations to accurate grades
and remove disturbed earth use flooded river sand backfill with-
in building. U a an b ffill under concmete l s walks and
drives, including futures Remaining back'fill ssha e clean erth
puddled and tamped.
` N. MATERIAL AND WORKMANSHIP:
Use only new and perfect materials and apparatus of the latest
and best design and make. Workmanship shall be thoroughly first
class and complete, both in effectiveness and in appearance,
whether finally concealed or exposed, and shall be executad by
none but experienced mechanics. Material and equipment must
conform to standards of Underwriter's Laboratories, where such a
standard has been established, and shall be so labeled.
0. LAYOUT AND ;iPACE REQUIRE-
MENTS:
Check carefully, if proposed or alternate equipment requires space,
support or layout other than as shown on Drawings, arrange with
Architect for such space before placing a bid. All changes made
necc:isary by failure to comply with this paragraph shall be made
by Electrical Contractor at no expense to Owner.
N ~ S f i.t ~Ya •Am :4Y4 '11
77
f.
Page 4
16 RLF,CTRICAL DIVISION
16-01 GENERAL (C0NTD1
P. COORDINATION WITH OTHER
TRADES :
Furnish information as may be necessary to dimensions weights,
form, wire requirements, delivery schedule, installation methods,
rigging required, etc., so as to permit other trades to coordi-
nate all phases of the work. Run work with due allowance for
work of other trades.
In general, the following order of priority shall apply:
(1) House drain, (2) Ductwork, (3) Piping, (4) Electrical conduit
and components.
Materials provided by other contractors which come under Electri-
cal Trade+s jurisdiction will be delivered to this Contractor for
installation.
R• CLEANING:
Maintain premises reasonably clear of all surplus materials and
rubbish throughout this work. Upon completion remove all dirt
grease and stains and leave ur,finished materials ready for
ainting. Olean finished materials and leave ready for use
this includes lamps, reflectors, lenses and diffusers, and
fixture trim).
16-02 soon:
A. All labor, material,
services, and skilled supervision necessary for construction,
erection, installation, connection of all circuits and electri-
cal equipment specified hw%oin or shown on drawings, in first
class manner.. Deliver to Owner upon completion, ready for use
in all respects, the following complete electrical system:
1. Incoming secondary service
2: Complete equipment wiring
3. Outside lighting system
4. All lighting fixtures complete with lamps
5. All clock systems - show on plans
6. Telephone conduit system
7. All control wiring for temperature cciitrols
All temporary wiring for light and power during construction
Failure to mention any specific items necessary for a complete
system shall not e.:ouse the Contractor from furnishing ens; in-
stalling same.
Page 5
16 ELECTRI AL pI IS ON
16-02 3COpF: ( CONTn]
for shall B• The Electrical Ccntrac-
perform the following work for the mechanical work:
1, Furnish all disconnects, starter3, control stations and
pilot Iight except factory mounted disconnects specified
with power roof ventilators.
2. Set and wire all disconnects, starters, control stations,
pilot lights and motors.
3. Wire all electrical damper motors, valves, electro pneumatic
switches, pressure switches, alternators, float switches,
and interlockss
fur-
nished by others; but shall b
co '&l e connected bytthiswContractors
16-03 MATERIALS
A. ELECTRICAL DISTRIBUTION:
In Gecteral, electrical distribution shall be 120/240 V, 1 phase,
3W and 208V, 3 phase, 3 Wire, 60 cyclo.
B. SERVICE;
i New service shall be installed as shown on plans.
G• CONDUIT:
Rigid standard iron pipe with threaded joints hot di gg
van12ed or sherardized, conformant to NEW, bearing rrriderwriter's
Label, Aluminum may be used except under the first floor alab
or in contact with concrete.
Thinwall conduit may be used above grade in dry locations as
allowed by NEC.
Use neoprene jacketed flexible conduit for final 1011 of motor con-
nections. BX will not be permitted.
1 D. CONDUC'.'ORS AND WIRING:
Use UL approved ,oft. drawn copper wire and cable with 600V in-
sulation. Use TRW or TW as shown, except install AVA in high
temperature areas. Conductors, size #6A'40 and larger, are to
be stranded #8 and smaller to be solid. No wire smaller than
#12 to be installed except in motor control circuits,
i
Page 6
.16 ELECTRICAL DIVISION
16-03 14ATFoRIALS_ (CONTD)
D. CONDUCTORS AND WIRING (CONTD)
All primary cable shall be 2 conductor 15 Ku grounded poly-
ethylene insulated concentric cable. Centrr conductor #2AWG
not tinned copper, strand shielding. .220 inches wall of
high molecular weight polyethylene. .030 inches semi-conducting
copper wires equally spaced applied c ncentrically. tinned
E. OUTLET BOXES:
Outlets, including light, switch, receptable, etc., shall be pro-
vided with approved galvanized code gauge steel knockout boxes,
suitable in design to the space which they occupy and the purppose
they serve. Sectional boxes will not be accepted, except in loca-
tions approved by Architect, such as brick walls, or unplaatered
the walla$ in concrete block walls, use ItRaco" concrete boxes.
F. CABINETS:
Boxes for panelboards shall be made o code gau a galvanized
steel with flanges, flanges lapped end welded a corners. For
gutter space, conform with NEC. Provide adjustment on boxes
for plumbing fronts. Cabinets shall be suitable fol- flush or
surface mounting, as shown on drawings, and provided with all
necessary knockouts.
For fronts, use single sheet of codo gauge steel. Make mate
in or.e piece without joints, where noted on drawings, furnish
special covers from bottom and top of cabinets to floor and
ceiling of not less than 16 gauge, having cabinet profile.
Doors shall be hinged, providod with flush latches and locks
all cabinet looks keyed alike. Provide two, (2) keys for eacA
panel. Finish shall be standard.
00 PANELBOARDS :
Circuit breaker type, as manufactured by Frank Adams, Squaro D.
Federal Pacific, Nolsono General Electric or Westinghouse. All
metal parts, including buss bare, etc., shall bo of best grade,
hard drawn copper of 98% conductivity,
Mark each branch circuit with a typewritten card designating
exactly what it contarols. Cover cards with transparent cellu-
loid after fixtures are conneoted. Connect circuits exactly
as shown on panel schedule, no deviation will be tolerataed.
a~
S F (TI~Ti♦TS7.. iT f° .C?MtipC C!~
TA rX
Page 7
16 FLF40TRICAL VI ION
16-03 MATER IALS (___.CONTD)
04 PANELBOARDS (CONTD)
Panel branches shall be the dead front type, constructed in
units so that any unit may be removed from cabinet without dis-
turbing others. Mount on a composition meeting underwriterts
rogguirements. Panels shall be substantially constructed, and
alI current carrying parts firmly anchored in place. They shall
be sequenced bussed. Provide each branch circuit with a clearly
legible number.
H. DISTRIBUTION BOARD:
1. Provide main distribution board of fused type as shown on
drawings, installed in steel cabinet with doors and trim.
Distribution board shall be completely wired, dead front
containing the number of switches as scheduled. Use hinged-
door type fused switches and arrange so switch may be
thrown from "on" to "oft" or vice versa. Each unit shall
be totally enolosed, cunnected for panel board mounting,
and designed to permit removal from h,ont of board without
distrubing adjacent units.
2. Provide gutters deep enough to permit installation of wires$
in no case less than 4" deep.
Each switch shall have a name plate holder, properly filled
with typewriter*
i
J. MANUFACTURER:
Panelboards, distribution board, switches, etc., shall be sup-
plied by the same manufacturer. Six (6) copies of shop drawings
on each shall be submitted for Architect's approval and be so
stamped before being released for manufacture.
K. WIRING DEVICES:
Wall switches, unless otherwise specified shall be Hubbell
heavy duty flush type, as follows: A-ti; and S, and Bryant
are acceptable.
Single Pole 1221-1
2-Pole 1222-1
4-way 1223-1
1224-1
Page 8
16 RLECTRICAL D,~ISION
16-03 MATERIALS t CQNTD)
K. WIRING DEVICES: (CONTD)
Switches shall be single pole 3-Way, etc., as required by
drawings. Use stainless st~leef cover plates, with tamper proof
screws to match finish of plates. In concrete block, use
"Jumbo'f plates, same finish as above. Wall receptacles except
as later specified or as shown on drawings, shall be Hubbell
No. 5262.1 of flush duplex type, made of bakelite and provided
with double sided spring contacts and mounting yokes. They shall
be side-wired, adapted to receive standard 2-prong plugs, and
• rated at not less than 15 amperes, 125 volts, (See schedule on
plans), A-H, P and S, and Bryant are accepted. Use Brown devices
and plates on wood panels.
L. DISCONNECT SWITCHES AND
MOTOR STARTERS:
Provide all disconnect switches fused or unfused as required by
code, all motor starters of proper size for motor to be controlled
and push button stations to control motor starters. (See layout
of motor control center). All motor starters, disconnect switches
and push buttons throughout building shall be of same manufaeture.
M. FUSES s
Throughout the job, equip each fuse circuit and set of fuse clips
with its required size fusetron. Provide 1 extra set of cartridge
fuses for each size of fuse clips.
N. FIXTURES:
Furnish all labor and materials and install fixtures complete,
as shown in schedule, and ready for use. Furnish framing for
recessed fixtures. Furnish all lamps.
Furnish light fixtures ready for hanging, use asbestos covered
heat-resisting fixture wire where required by code. 'identify
wiring by color code for grounding neutral wiring system. For
exterior lighting fixtures, use weatherproof fixture wire in
accordance with NEC. Attach shell side of incande3aent lamp
sockets to grounded neutral wire of wiring system.
0. LAMP3:
Provide General Electric, Westinghouse oi; Sylvania lamps, inside
froste9, exotpt where reflector lamps art required. 40-watt
fluorescent fixtures: F40CW.
,r
Y
f
Page 9
16 ELECTRICAL DIVIgIO!
16-03 MATERIALS (CO D)
P. TELEPHONE; SYSTEM:
Furnish and install an empty conduit system with a galvanized
gull wire for use of the Telephone Company. The system shall
be complete as per plans and riser diagram. Provide conduit as
shown for hot line.
L-0/_= WORKMANSHIP
Install conduit system complete and clean thoroughly, all con-
duits fished before wires are pulled; this includes empty con-
duits as well as those with conductors. Conduits shall be contin-
uous from outlet to outlet, cabinet or junction box, and so
arranged that wire may be ppulled in with minimum practicable
bends or unction boxes. To change direction, make smooth bends
of pipe w thout flattening pipe or flaking galvanizing Bends to
be long radius pattern and in no case smaller than cori+esponding
radius elbows. Use factory elbows for 1-1/4" and larger. Fasten
conduit securely in place with approved straps and hangers in
sufficient number to prevent movement of any part (this inoludes
conduit installed on form before concrete is poured). No perforated
straps or twisted wire will bo accepted. Conduit sized for
various number and sizes of wire to be as recommended by NEC. No
conduit less than 1/2" to be used. Install junotion boxes to
facilitate pulling wire, to be located as directed by Architect.
Plug ends and fill boxes temporarily to prevent plaster or dirt
r from entering. In finished areas run conduit so as to cane below
finished floors and conceal in wails or oeiling; run so as to clear
floor depressions, plumbing and heating pipes, air ducts: Plaoe in
concr.to forms so as not to interfere with steel or strength of
slabs and Joists. Consult drawings before running conduit to as-
certain where work might conflict. Run conduit substantially as
shown on drawings so that future maintenance may be accom lished
by referring to drawings. ANY CHANGES III METHOD OF RUNNING CONDUIT
SHALL BE MARKED ON DRAWINGS, WHICH SHALL BE GIVEN TO ARCHITECT ON
FINAL COMPLETION. Where conduits enter boxes, olamp rigidly to
box by locknut and bushing on inside and locknut on outsides con-
duit to enter box squarely. Use bushing and locknuts of gal-
vanized malleable iron, with sharp, clean-.cut threads. Insulating
bushings 1 1 4 and over. Run exposed conduit in straight line
at right arig as to or parallel with walls, beama or columns.
Support with conduit straps, suitable clamps or hangers to pro-
vided rigid is;atallation - maximum of 810 In no case shall
conduit be supported by or fastened to other pipe, or installed
to prevent ready removal of other pipe for repair.
0V
Page 10
16 ELECTRICAL DIVISION
16-0 WORKMANSHIP (CONTD)
B. CONDUCTORS AND WIRING:
Splices and taps for #8 and smaller wire '_-do be soldered and taped
with rubber compound and friction tape, or vinyl plastic tape may
be used in lieu of rubber and friction tapes. "Scotchlok" con-
nectors of proper size permissible for interconnection of fixtures
only, taped in above specified manner, for soldered joints, plas-
tic caps are not permissible. Make splices and taps for #6 and
larger with approved solderless lugs and connectors. Establish
phase color at main switchboard and maintain throughout entire
wiring system. Ground conduits, panels, motors and motor equip-
ment with green wire.
C. OUTLET BOXES:
Sot outlet boxes accurately in walls, columns, floors, or ceilings
so as to be flush with finished surface, and rigidly secure in
position. Where boxes occur in plastered surfaces, provide code
gauge galvanised steel plaster rings set so that surface of ring
finishes flush with grounds to which plaster will be worked.
Boxes for switches and receptacles shall have proper covers to
r.Aneive this a uipment. Where receptacles are backed upon.eaah
side of A tiRona, Toff-set a Minimum of 41' to eliminate transfer
of noise. All outlets intended to support lighting fixtures shall
have 318" no-bolt type fixture studs. Any junction or outlet box
not equipped with a fixture, switch, or receptacle shall havo
beveled edge flat steel blank cover. In face brick walls, use
outlet boxes of brick size or multiples thereof, deep enough that
face course of brick need not be out for conduits. Cover for each
box shall be special shape to fit boxes.
D. LOCATION OF OUTLETS:
Locate outlets approximately as shown on drawings, properly
located with respect to other fixtures, as well as interior finish.
Where several outlets occur in a room, arrangge same symmetrically.
In questionable cases, secure definite looations from Architect.
Any outlet improperly located must be corrected at Contractor's
expense. Set outlets plumbs switch outlets must clear, door trim,
except where mounting on trim is approved. Height of center
outlets above finished floor and mounting heigh s if not shown
on drawings, to be as followa:
Switches 31 8+,
Receptacl6s lr On
Safety Switch 40 0"
Motor Starters 4+ 011
t7 ~ 7, -7
Page 11
L6 ELECTRICAL DIVISION
16-04 WORKMNSHIP COUIDI
E. INSTALLATION OF SWITCH
PLATES, ESCUTCHSONS i
Examine piaster or finished walls, painting and other finishes
before making this installation to make sure that accessories,
when installed, will fit and cover properly and leave no open
or unfinished surfaces showing. Do not make installation if
faulty work by others is found, but promptly report trouble
to General Contractor and Architect. Set plates plumb and
parallel with wall; match switch plates; "Jumbo" plates for
concrete block or rock walls.
F. ANCHORS, BOLTS, AND
SCREWS !
Socurely fasten conduit straps, cutout switches, etc., to walls,
slabs, etc. with cadmium plated screws and Ackerman-Johnson Lead
Cinch Anchors Expansion Bolts or approved equal anchors, fitted
in holes drilled with Star Drill, and for more severe service, use
lead cinoh anchor bolts of a proved manufacturer. For exposed
work, use cadmium plated bola. Wooden plugs will not be accepted.
G. TELEPHONE CONDUIT:
Run telephone service to point of entrance in conduit buried
approximately 3011 underground. Run inside conduit substantially
as shown on plans. Paragraphs governing conduit, boxes, etc.,
are applicable. Intermediate outlets to be Vl square, deep
pattern boxes with plaster rungs. Boxes at end of run may be
handy boxes where telephone outlets are set in walls. Use Frank
Adams Type FBU for floor oytlets with Spang E 17101 Fittings.
Conduit to be minimum of 3/4" and larger.
H. TEMPORARY LIGHT AND
POW Ell i
The Electrical Contractor shall provide temporary feeders of
sufficient capacity from the local utility company power lines
to take care of the electric requirements for the building during
construction. Base temporary light on 200 watt lamps per 1000
square feet flor space. Motors up to 1/2 HP, ,20 volt only
provided for. Install sufficient wiring and outlets to insure
prop or lighting in corridors. Necessary transformers, meters,
cab es, protective devices, switches, etc., provided as required.
r
r..,.T'"i" . r-,:-rp*q-sr••--,-.,.-r_......_.~,_7-, ~....ic^ :F .rr --r^-'t^-r-c--'~v :^a
Page 12
16 ELECTRICAL DIV 61ON
16-04 W28KMARSHI~P (CORD)
H. TEMPORARY LIGHT AND
POWER: (CONTD)
Provide sufficent number of outlets so that extension cords of
not over 50 feet will reach all work requiring light and power.
Contractors of other trades to furnish their own extension cords
' and lamps and shall pay for the cost of wiring of construction
offices used by them. General Contractor to pay for the in-
stallation of such temporary wiring and for the cost of energy
* consumed by all trades, inoluding the cost of lamp replace-
ment. Any temporary wiring of special nature for light and
power required on the building other than mentioned above, shall
be paid for by the Contractor using the same.
r
i